|
(2) 2X4 TOP PLATE W/
<br />U51P 5PTH TO EA STUD
<br />2X4 5TUD5 AT 16"
<br />OG W/ HTWI6 TO
<br />TRU55 OR BLOCK
<br />BELOW. DOUBLE
<br />STUD AT END OF
<br />L^tALL. SHEATHING 2X4 BLOCKING W/
<br />PER PLAN (3) I60
<br />ROOF DECK->
<br />PER PLANS
<br />VBL 2X4 BLOCKING 2X4 BASE PLATE NAILED W/ (5) 16D
<br />® WALL END NAILS TO EA CRO55ED TRUSS OR
<br />BLOCK AND 4" Or, TO CONTINUOUS
<br />BLOCK LINE OR TRUSS CHORD
<br />Q
<br />r
<br />NAILS EA
<br />END UNDER EA STUD
<br />IF WALL PARALLEL
<br />TO TRUSSES 4 NOT
<br />ALIGNED TO TRU55
<br />TRU55 TOP CHORD IF WALL
<br />PARALLEL OR CONTINUOUS
<br />BLOCKING IF PERPENDICULAR
<br />KNEEWALL ABOVE TRUSSES
<br />N.T.5.
<br />EQUAL TOE
<br />DEPTH OF
<br />FOUNDATION
<br />STEP
<br />EQ. TO 4x STEP DEPTH
<br />APPROXIMATE FINAL
<br />GRADE LINE
<br />FTG STEEL PER
<br />PLAN- MR 3" BOT 4
<br />SIDE CONCRETE
<br />COVERAGE
<br />FOOTING TRANSITION DETAIL
<br />FLASH AND SEAL ALL
<br />WINDOW/DOOR DUCK
<br />ASSEMBLIES PER FBC 5TH
<br />ED. 2014 R103.8
<br />FOUNDATIO
<br />STEP AS
<br />REQUIRED
<br />Q
<br />w
<br />r
<br />1/2" 5TRUGTURAL WOOD PANELS W/
<br />8D GOMMON5 6" OG TO FRAMING 4
<br />(2)8D TO RADIAL BLOGK5.
<br />PROVIDE 2X BLOCKING AS
<br />2X PLATE W/ (2)IOD REQUIRED TO LIMIT SPAN TO 16"
<br />NAILS 24" OG MAX7
<br />TO STRUCTURE .......... .
<br />ABOVE
<br />........ .......
<br />2X FRAMING AS
<br />REQUIRED ® Ib" OG
<br />PROVIDE 2X4
<br />MAXIMUM. WHEN
<br />RADIAL BLOGKIN6
<br />FRAMING 15
<br />W/ (2)8D COMMONS
<br />ADJACENT TO
<br />EA END
<br />MA50NRY ATTACH
<br />W/ HARDENED
<br />NAILS W/ I'
<br />NOTE: ARCH FACES MA50NRY
<br />PENETRATION OR
<br />WALL PROVIDE (2)LAYER5 OF l"
<br />" TAPGONS W/ I
<br />5TRGT. ND PANELS GUT TO ARCH
<br />PENETRATION I6"
<br />OVER FELT BARRIER, FASTENED
<br />OG. ALL WOOD IN
<br />TO WALL W/ HARDENED NAILS W/
<br />CONTACT W/
<br />I" PENETRATION o 12' OG
<br />MASONRY TO BE
<br />TREATED
<br />DECORATIVE
<br />ARCH FRAME DETAIL
<br />PRE-ENGINEERED
<br />TRUSSES 24" OG
<br />UNO ON PLANS
<br />U5P HTH20 ® EA
<br />TRU55
<br />DBL 2X TOP PLATE
<br />2X STUD 16" OG W/ U5P
<br />5PTH(4/b/6) ® TOP 4
<br />BTM. PROVIDE MID-
<br />POINT BLOCKING IF STUD
<br />HT ABOVE FIRST
<br />BEARING WALL 15 6'-O"
<br />OR GREATER.
<br />PRE-ENGINEERED
<br />TRU55E5 24" OG
<br />UNO ON PLANS
<br />USP HTW20 0 EA
<br />TRU55
<br />DBL 2X TOP PLATE
<br />2X STUD 16" OG W/ U5P
<br />5PTH(4/b/8) ® TOP 4
<br />BTM. PROVIDE MID-
<br />POINT BLOCKING
<br />TYPICAL.
<br />2"X DIAGONAL HIP. BRACE W/
<br />(2) 3/lb" TAPCON5 o EA. END
<br />W/ 1 1/4" PENITRATION INTO
<br />MASONRY. LOCATE BRAGE(5)
<br />TANGENT TO 2X4 BLOCKING
<br />RADIUS
<br />DIAGONAL HD BRACE
<br />ONLY REQUIRED WHEN _
<br />5PRING POINT TO 2"X4" ND.
<br />HEADERER DIMENSION 15 ® BLOCKING TO
<br />12" OR GREATER MATCH RADIUS
<br />ALL WDW. CONNECTIONS
<br />MUST PENETRATE INTO
<br />2X4 BLOGKING
<br />1/2" 5TRUGTURAL
<br />WOOD PANELS W/#b
<br />CASE HARDENED
<br />OR 8D NAILS o 6"
<br />O.G. MAX. (TYP.
<br />BOTH SIDES)
<br />P.T. WD. BUCK
<br />PER PLAN
<br />NOTE: FRAME 51DE AND TOP OF
<br />OPENING W/ 2X PT ABOVE
<br />SPRING POINT OF WINDOW. W/
<br />3/16" TAPGON5 16" O.G. 4 4"
<br />FROM END W/ 1 1/4" PENITRATION.
<br />RADIUS SUCK DETAIL
<br />hBF� \GE' ��5
<br />3"
<br />REPEAT PATTERN AT M� �O (\O)\O� X C7 V o
<br />TH15 LOCATION �V�0 0 0
<br />M5TA21 OR y1P�\c; .aOM ' o
<br />EQUAL WHEN OG 1, o 0 0
<br />NOTED ON o 0
<br />PLAN 4 FOR o 0 0
<br />ALL WIND
<br />SPEEDS 150
<br />MPH OR MORE5PH OR _
<br />IF REQUIRED UY
<br />2X 13TM PLATE PROVIDE 5/8" X 10"
<br />J-BOLTS W/ 2" WASHERS 8" FROM
<br />ENDS AND 52" OG AT SLAB STEPS.
<br />AT FLAT SURFACES PROVIDE 5/8"
<br />NOTE: VERIFY WALL WIDTH WITH PLANS. WEDGE BOLTS W/ 2" WASHERS 4 -7"
<br />STUD 51ZING TO MATCH WALL THIGKNE55. CONCRETE PENETRATION LOCATED
<br />8" FROM ENDS 4 24" OG
<br />DUAL BEARING FRAME WALL
<br />NOTES;
<br />FLASH AND SEAL ALL
<br />NOTES;
<br />- - TREAT THE MASONRY OPENING
<br />WINDOIWDOOR BUCK
<br />- - TREAT THE MASONRY OPENING
<br />SURFACES WITH A GMU WATER
<br />ASSEMBLIES PER FOC 5TH
<br />SURFACES WITH A GMU WATER
<br />RESISTANT COATIN6
<br />ED. Y014 R'103.6
<br />RESISTANT COATING
<br />- PROVIDE FULL BEAD OF CAULK
<br />- PROVIDE FULL BEAD OF CAULK
<br />AT IN51M CORNERS OF MASONRY
<br />AT IN51DE CORNERS OF MASONRY
<br />OPENING.
<br />OPENIN C7.
<br />- APPLY (2) GONTIN LkX6 BEADS OF
<br />- APPLY (2) CONTINUOUS BEADS OF
<br />CAULK TO BACK SIDE AND (1) TO
<br />TIE OR
<br />CAULK TO BACK SIDE AND (1) TO
<br />ENDS OF BUCKS
<br />--rA5
<br />ENDS OF BUCKS
<br />- TEMP ATTACH PT BUCK TO
<br />PER PLAN
<br />- TEMP ATTACH PT BUCK TO
<br />MA50NRY A5 SELECTED BY
<br />MA50NRY AS SELECTED BY
<br />CONTRACTOR
<br />CONTRACTOR
<br />- INSTALL WINDOW/DOOR FRAME TO
<br />TAPCON5
<br />- INSTALL WINDOW/DOOR FRAME TO
<br />BUCK W/ MINIMUM 3/I6" TAPCON5
<br />Ib' O.G. 4 4'
<br />BUCK W/ MINIMUM 3/I6' TAPCONS
<br />THRU BUCK 4 1 1/4' INTO MASONRY.
<br />FROM ENDS
<br />THRU BUCK 4 1 1/4' INTO MASONRY.
<br />LOCATE Ib' O.G. 4 4' FROM END.
<br />LOCATE 16" O.G. 4 4" FROM END.
<br />MANUFACTURERS SPECS FOR
<br />MANUFACTURER'S SPECS FOR
<br />TAPCON SIZE 4 5PACIN6
<br />/��6
<br />TAPGON SIZE 4 5PACIN5
<br />SUPERGEDE 6ENERIG SPECS.
<br />_
<br />5UPERCEDE 6ENERIG 5PE05.
<br />- CAULK ENTIRE OUTSIDE PERIMETER
<br />.
<br />- CAULK ENTIRE OUTSIDE PERIMETER
<br />OF BUCK TO MASONRY INTERFACE
<br />16
<br />OF BUCK TO MASONRY INTERFACE
<br />- PROVIDE FULL BEAD OF CAULK
<br />1'
<br />- PROVIDE FULL BEAD OF CAULK
<br />AT INSIDE CORNERS OF BUCKED
<br />AT IN51DE CORNERS OF BUCKED
<br />OPENING.
<br />OPENING.
<br />- TREAT ENTIRE MA50NRY OPENING,
<br />FULL
<br />- TREAT ENTIRE MA50NRY OPENING,
<br />ALL BUGK5 AND SILL NN WATER
<br />WIDTH IX
<br />ALL BUCKS AND SILL WITH WATER.
<br />RESISTANT GOATIN6 PER
<br />(5/4") PT
<br />RESISTANT COATING PER
<br />MANUFACTURERS SPECIFICATIONS.
<br />TYPICAL
<br />MANUFACTURERS SPECIFICATIONS.
<br />- INSTALL WIND VOOR IN FULL.
<br />- INSTALL WINDOW/DOOR IN FULL
<br />BED OF CAULK PER
<br />BED OF CAULK PER
<br />MANUFACTURERS SPECIFICATIONS.
<br />MANUFACTURERS SPECIFICATIONS.
<br />-CAULK ENTIRE PERIMETER IF
<br />-CAULK EWIRE PERIMETER IF
<br />NNDO► VOOR INTERFACE TO BUCK.
<br />NNDOW/DOO1R INTERFACE TO BUCK.
<br />NOTE; 2X BUCK MAY BE USED. BUCK
<br />WIND RESISTANT F RE -ENGINEERED
<br />TO BE FASTENED TO MASONRY AS
<br />SILL INSTALLED PER
<br />PER ABOVE. WINDOW/DOOR MAY BE
<br />A2XTE' BUCK MAY BE USED.
<br />MANUFACTURERS SPECIFICATIONS
<br />FASTENED DIRECTLY TO BUCK
<br />BUCK TO BE FASTENED TO
<br />NOTE: MORTAR END JOINTS TO BE
<br />RECESS IN SLAB
<br />MASONRY AS FUR ABOVE.
<br />-1/8' TO FLUSH WITH TOP OF SILL.
<br />PER PLAN NNDOW/DOOR MAY BE
<br />FASTENED DIRECTLY TO BUCK
<br />2 x EXTERIOR DOOR Ix WINDOW BUCK
<br />BUCK DETAILS DE TAIL S
<br />(2) 2X TOP
<br />PLATE NAIL
<br />b" OG
<br />5TAGGERED
<br />MIN. W/
<br />IOD5, TYP.
<br />2X STUDS
<br />16" OG MAX.
<br />BRCS FRAME WALL TOP PLATE DETAIL
<br />16D NAILS EA. 51DE
<br />to
<br />(3) 2" X 4" LAMINATIONS W/ (3) 2" X b" LAMINATIONS W/
<br />(1) ROW OF STAGGERED 50D (2) ROWS OF STAGGERED 300
<br />COMMON WIRE NAILS COMMON WIRE NAILS
<br />(D = 0201", L = 41") OR EQUAL (D = 0201", L = 4�") OR EQUAL
<br />OR I6D NAILS FROM BOTH OR 16D NAILS FROM BOTH
<br />51DE5- SAME PATTERN SIDES- SAME PATTERN
<br />1) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4-PLY, PROVIDE 1/4" DIA X 5-1/2'
<br />OPP051TE 51DE-5 OF THE COLUMN LAG 5GRE1^5 OR EQUAL
<br />(SPACE AS SHOWN FOR 3-PLY)
<br />GENERAL NOTES
<br />1) CODES.
<br />U FLORIDA BUIL.DNG CODE, 5TH ED. 2014
<br />L2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-09).
<br />L3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR
<br />BUILDINGS AND OTHER STRUCTURES (ASCE 1-10).
<br />L4 SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILDINGS (AISC 9TH EDITION).
<br />15 'DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"
<br />BY THE TRUSS PLATE INSTITUTE (TPU 2001 EDITION.
<br />2) DESIGN CRITERIA UNLESS NOTED OTHERWISE ON PLAN;
<br />2.1 DLLELLING FLOORS - 40 PSF LIVE LOAD • 6 PSF DEAD LOAD.
<br />22 BALCONIES - 40 PSF LIVE LOAD • B PSF DEAD LOAD.
<br />23 SHINGLE ROOF LOADS IPSF) ■ 30 TC LL, 1 TC OL, 10 BC DL
<br />2.4 TILE ROOF LOADS (PSF) " 30 TC LL, 5 TO OL, 10 BC DL
<br />23 SEE DESIGN CRITERIA ON PLAN FOR ADDITION PARAMETERS.
<br />3) SOIL;
<br />3.1 FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2~
<br />PSF. AREAS FIVE FEET BEYOND BUILDING LINES SHOULD BE CLEARED AND GRUBBED
<br />OF ANY VEGETATION. FINISHED GRADE SHALL BE PLACED WITH A MAXIMUM LIFT OF 12"
<br />AND COMPACTED TO A MINIMUM 95% OF THE STANDARD PROCTOR DENSITY. FILL
<br />MATERIAL SHALL BE CLEAN TO SLIGHTLY SILTY FINE SAND, FREE OF ORGANIC
<br />MATERIAL ALL WORK TO BE DONE IN ACCORDANCE WITH ASTM D-b98 AND VERIFIED
<br />BY GENERAL CONTRACTOR
<br />4) CONCRETE.
<br />4.1 COMPRESSIVE STRENGTH AT 28 DAYS FOR GRADE SUPPORTED FOOTINGS AND SLABS TO BE 25M PSI
<br />MIN OR AS SPECIFIED ON PLAN. ELEVATED CONCr BEAMS AND MSRY WALL FILL TO BE 3000 PSI MIN
<br />42 REINFORCING BARS TO BE GRADE 60 W/ Fb■60 KSI, PER ASTM AbB
<br />43 WELDED WIRE FABRIC (WF) WHEN SPECIFIED ON PLAN TO BE PER ASTM A185
<br />4A DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315
<br />43 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" BOTTOM 4 SIDES, BEAMS 1
<br />In" BOTTOM 4 SIDES
<br />4,6 EARTH SUPPORTED SLABS: 33' THICK (mkL)
<br />THE FOLLOWING SLABS SHALL BE REINFORCED WITH FIBERMESW OR OF PER PLAN:
<br />LIVING, GARAGE, DRIVEWAYS, ENTRY, LANAI, POOL DECKS
<br />THE FOLLOWING SLABS MAY HAVE BUT DO NOT REQUIRE REINFORCEMENT:
<br />WALKWAYS, STEP, POOL EQUIP. PADS, SERVICE DOOR PADS, A/C PADS
<br />41 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
<br />4S LAP SPLICE TO BE 40xBAR DIA. FOR GRADE 40 4 48 DIAMETERS FOR GRADE 60
<br />49 MINIMUM PERIMETER FOOTING DEPTH TO BE 12" BELOW GRADE AND 4" ABOVE GRADE
<br />INCREASE FOOTING DEPTH AS REQUIRED TO MEET SITE CONDITIONS. CONTRACTOR TO
<br />VERFY FINAL GRADE IS 4' MINIMUM BELOW THE FINISHED FLOOR ELEVATION AND THAT
<br />THE FOOTING HAS A MINIMUM OF 12" OF SOIL COVER
<br />4.10 TYPICAL CONCRETE SLUMS' TO BE 5" STANDARD OR 6' FOR PUMP MIX HIGHER
<br />SLUMP MAY NOT BE ACHIEVED BY ADJUSTING WATER CONTENT BUT MAY BE OBTAINED W/
<br />APPROVED PLASTICIZERS.
<br />4.11 FIBERMESH TO BE ADDED TO CONCRETE PER MANF. SPECS.
<br />41? CEMENT BASED PLASTER TO BE INSTALLED PER ASTM C 926 OVER LATHING, WHEN
<br />APPLICABLE, INSTALLED PER ASTM C 1"3
<br />4.13 EXTERIOR ELEVATED CONCRETE FLOORS REQUIRE A WATERPROOF MEMBRANE TO
<br />PROTECT JOINT FROM INTERIOR TO EXTERIOR UNLESS AN ALTERNATE SYSTEM IS SPECIFIED
<br />OTHERWISE AND INSTALLED PER PLAN, PROVIDE BASF MASTERSEAL TC 225 EXTRA HEAVY DUTY
<br />TRAFFIC WATERPROOFING SYSTEM, INSTALLED PER MAMFAC1UREWS SPECIFICATIONS. SYSTEM IS TO
<br />INCLUDE MASTERSEAL NPb 11200 AND 220 WHERE DECK ADJOINS WALLS.
<br />5) MASONRY:
<br />5.1 DESIGN AND CONSTRUCTION SHALL C24FORI1 TO THE SPECIFICATION OF T14E
<br />NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530.
<br />52 MINIMUM MASONRY UNIT STRENGTH: t* 1350 PSI.
<br />53 MORTAR SHALL BE TYPE S.
<br />ROOF SHEATHING NAILING SPECIFICATIONS
<br />'A' DISTANCE IN WIDTH
<br />'A' = 4.0'
<br />ZONE O = PROVIDE 8D RING SHANK o b" O.G. o
<br />EDGE-5 4 b" D.G. IN INTERMEDIATE FIELD
<br />AREA. SHEAR CAPACITY 240 PLF PER
<br />TABLE 2306.5, F.B.G. 5TH ED. 2014.
<br />ZONE ©= PROVIDE 8D RING SHANK o b" O.G. o
<br />EDGE5 4 6" O.G. IN INTERMEDIATE FIELD
<br />AREA. SHEAR CAPACITY 240 PLF.
<br />OPROVIDE 2" X 4" BLOCKING IN ROOF
<br />FRAMING o ALL UNSUPPORTED EDGES OF
<br />SHEATHING, ATTACH BLOCKING TO
<br />TRU55E5 W/ MIN. (3) 12D X 3" TOENAILED o
<br />EACH END.
<br />PROVIDE 8D RING SHANK NAILS o 4" O.G.
<br />o EDGE5 4 4" O.G. IN INTERMEDIATE FIELD
<br />AREA. SHEAR CAPACITY 360 PLF.
<br />5.4 FILL CELLS W/ (U 65 BAR SHALL BE LOCATED * V- 0" O/C MAX, UNO., AT EACH CORNER
<br />AND EACH SIDE OF OPENINGS OR AS SPECIFIED BY ENGINEER AND PER PLAN
<br />5.5 MISSED FILL CELLS MAY BE REPAIRED WITH b" EPDXY EMBED S REBAR INTO SLAB AND
<br />b) WOOD:
<br />TIEBEAM LAP STEEL PER 3A AND FILL CELL WITH 3000 PSI GROUT
<br />6.1 INTERIOR WOOD FRAMED PARTICIAN WALLS TO BE SPF STUD GRADE OR BETTER WITH A
<br />MINIMUM BENDING STRENGTH OF (P0O PSI.
<br />62 BEAMS AND HEADERS TO BE SYP 02 OR BETTER WITH A MINIMUM BENDING STRENGTH OF:
<br />100 PSI OxIV, 125 PSI OAO), 850 PSI Ox8), AND S50 PSI Oxb).
<br />63ALL OTHER LUMBER NOT SPECIFICALLY NOTED IN 6.1 OR 62 TO BE CONSIDERED STRUCTURAL
<br />AND TO BE SPF •2 OR SYP 11`1 OR BETTER WITH A MINIMUM BENDING STRENGTH OF 115 PSI.
<br />&A DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
<br />LIGHT METAL SPECIFICATIONS FOR PLATE CONNECTED WOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTITUTE, 2001 EDITION, 14I5-91 AND QST-88.
<br />6.9 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE
<br />PRESSURE TREATED
<br />b.6 UNTREATED WOOD SHALL NOT 15E IN DIRECT CONTACT WITH CONCRETE. GALV. MTL.
<br />SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES
<br />6.1 WOOD SHEATHING AT ALL EXTERIOR VERT. SURFACES TO BE BLOCKED AS REQUIRED TO
<br />MAINTAIN I6" O.C. SPACING - INCLUDING ENTRY ARCHES, NON 51143 WALLS 4 GABLE ENDS.
<br />6.8 SHEATHING SPECIFIED ON THESE PLANS IS THE MINIMUM THICKNESS, ALLOWED. INCREASE
<br />THICKNESS AS REQUIRED BY ROOFING OR SIDING MANF. SPECIFICATIONS.
<br />6.9 PROVIDE 1/8" GAP AROUND ALL SIDES OF STRUCTURAL SHEATHING PANELS
<br />1) ENGINEERED LUMBER;
<br />1.1 MICRO-LAMLVL,PARAL.LAM PRODUCTS SHALL HAVE THE FOLLOWING MIN. PROPERTIES:
<br />E ■ 1,9WOW PSI, Fb ■ 2,600 PSI, FV ■ 285 PSI
<br />12 TOP LOADED MULTI -PLY BEAM LESS THAN 14" DEEP PROVIDE 3 ROWS 10D (0.128" X 3")
<br />NAILS AT 12" O.G.
<br />13 TOP LOADED MULTI -PLY BEAM 14" DEEP OR MORE PROVIDE 4 ROWS 10D (0.128" X 311)
<br />NAILS AT 12" O.C.
<br />8) GENERAL:
<br />8.1 THE CONTRACTOR OF WORK IS RESPONSIBLE TO CONFIRM ALL DIMENSIONS AND DETAILS
<br />DESCRIBED IN THESE PLANS PRIOR TO THE COMMENCEMENT OF WORK WRITTEN
<br />NOTIFICATION TO THE ENGINEER OF RECORD OF ANY ERRORS OR OMMISIONS TO BE
<br />PROVIDED PRIOR TO THE COMMENCEMENT OF WORK THE ENGINEER OF RECORD 16 NOT
<br />RESPONSIBILE FOR SUPERVISION, CONSTRUCTION METHODS OR TEMPORARY BRACING
<br />DURING CONSTRUCTION. THIS PLAN IS APPROVED FOR SITE SPECIFIC PERMITTING ONLY.
<br />MASTER COPYING OF THIS PLAN WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD
<br />IS NOT ALLOWED
<br />82 UNLESS NOTED ON THE PLAN CEILINGS EXPOSED TO WIND ARE TO BE 5/8" SOFFIT BOARD
<br />ATTACHED TO BOTTOM OF TRUSS CHORDS W/ 60 COOLER NAILS x 1 1/8" L OR 1 1/2" DRYWALL
<br />SCREWS AT 6" O.C. EDGES 4 FIELD.
<br />83 PER R3122.1 WINDOW SILLS IN ALL RESIDENTIAL OCCUPANCY TYPES WHERE THE OPENING OF
<br />AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE OUTSIDE SURFACE
<br />BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF
<br />24 INCHES ABOVE THE INTERIOR FINISHED FLOOR ANY WINDOWS SILLS BELOW 24" MUST
<br />HAVE WINDOW GUARDS THAT COMPLY WITH ASTM F 2090.
<br />ADJUST STEP DOWN AT THE FRONT ENTRY DOOR FROM THE TOP OF THE THRESHOLD TO
<br />SA THE EXTERIOR LANDING PER R3113. 1 1/2" MAXIMUM STEP FOR OUTSWING DOORS
<br />,AND 1 3/4" MAXIMUM STEP FOR INSWING DOORS. DOOR WIDTH TO BE A MINIMUM OF 32"
<br />MEASURED FROM THE DOOR STOP TO THE DOOR WHEN THE DOOR IS OPENED 90
<br />DEGREES. THE MINIMUM HEIGHT SHALL BE 18" MEASURED FROM THE TOP OF THE
<br />THRESHOLD TO THE UPPER STOP
<br />8.5 EGRESS WINDOWS PER R310 TO HAVE MINIMUM CLEAR OPENING WIDTH OF 20" 4 HEIGHT
<br />OF 24" WITH A MINIMUM OPENING AREA OF 51 SF. EGRESS WINDOWS WITH SILL HEIGHT
<br />LESS THAN 44" ASV. EXTERIOR GRADE MAY HAVE A 5O SF OPENING. CLEAR SILL
<br />HEIGHT MAY NOT BE MORE THAT 44" ASV. THE INTERIOR FLOOR
<br />TRUSS CONNECTION TO BE (4)
<br />10d NAILS • "REACTION ONLY"
<br />WALLS 4 HTW20 OR AS NOTED
<br />ON ROOF PLAN • "UPLIFT
<br />WALLS"
<br />BE
<br />PER SUMP
<br />PLAN H25
<br />CLIP
<br />fft2x4 BLK'G •
<br />MIDPOINT
<br />MASONRY WALL
<br />PRE-ENGINEERED
<br />TRUSS- TYPE MAY
<br />VARY
<br />MIN
<br />L 2x DBL TOP
<br />SPTH4-6
<br />PLATE- SPLICE
<br />TYP ,
<br />PER DETAIL THIS
<br />UPLIFT
<br />SHEET
<br />WALLS II
<br />ONLY II
<br />WOOD: '-`
<br />2x PT STUD w/ 3/16"
<br />VERTICAL STUDS TO BE 2X WOOD
<br />TAPCONS x 1-1/2"
<br />MATERIAL 24" OC MAX. WITH FB =
<br />EMBEDMENT i 12" oz.
<br />600 PSI MIN
<br />AND 4" FROM ENDS
<br />SOLE PLATE TO BE 2X TREATED
<br />MIN
<br />WOOD MATERIAL ANCHORED TO
<br />2x
<br />TYP. Typ. 0 6
<br />�
<br />SLAB WITH AIR DRIVEN FASTERS
<br />TREATED
<br />UPLIFT
<br />4" FROM CORNERS/ENO AND 24"
<br />SOLE
<br />WALLS
<br />OC MAX. CONCRETE EMBEDMENT
<br />PLATE
<br />ONLY
<br />TO BE 3/4" MIN.
<br />TOP PLATE TO BE 2X WOOD
<br />di
<br />SEE SHT 'A1" FOR FND INFO
<br />MATERIAL WITH FB a 600 PSI MIN
<br />BOTTOM PLATE ATTACHMENT NOTE: 1/2" X 5" TITEN
<br />HOLD 3/8" MIN FROM TRUSS
<br />HD FASTENERS MAY
<br />BOTTOM CHORD
<br />REACTION ONLY WALLS-2x4 To REPLACE
<br />TREATED SOLE PLATE W/ MISSED
<br />SHEATHING: 1/2" NOMINAL
<br />PAP. OR EGL • 12" O.C. MAX 4 LOCATE 2 1/2" MIN.
<br />DRYWALL OR AS SELECTED BY
<br />4" FROM ENDS FROM SLAB STEPS OR
<br />CONTRACTOR
<br />EDGES, 4" FROM WALL
<br />UPLIFT WALLS- 2X4 TREATED ENDS 4 16" OG.
<br />OPT. METAL WALLS: SUBSTITUTE WD
<br />SOLE PLATE W/ 1/2" X8" WEDGE-ALLS,
<br />STUDS W/ 25 GA. METAL STUDS
<br />LONG J-BOLTS 8" FROM REDHEADS 4 OTHER
<br />ENDS 4 32" MAX O.G. 3-1/2" EXPANSION TYPE
<br />- - - - -
<br />CONC. EMBEDMENT MIN. FASTENERS MAY NOT
<br />BE USED WITHIN roll OF
<br />SLAB EDGES.
<br />R 0OF SHEA THING INTERIOR NON -BEARING BEARING WALL
<br />FRAME WALL (ALL WALLS TO BE REACTION AND
<br />UPLIFT UNLESS NOTED ON PLAN)
<br />PRECAST OR
<br />TIEBEAM PER
<br />PLAN
<br />SOLID POUR CELL
<br />W/ 05 REBAR FROM
<br />FOOTER TO BOND -BEAM
<br />(TYPICAL)
<br />2) ALL NAILS PENETRATE AT LEAST 5/4 OF KNOCK -OUT FOR
<br />THE THINKNE55 OF THE LAST LAMINATION 5) FOR 5-PLY, PROVIDE 1/4- X 4- WOOD INSPECTION
<br />SCREWS FROM EACH 61DE (SPACE AS (TYPICAL)
<br />3) EACH 30D COMMON NAIL MAY BE SHOWN FOR 3-PLY) CONCRETE
<br />REPLACED W/ (2) 16D COMMON NAILS. (ONE FOOTER
<br />INTO EACH OUT5IDE FACE OF B.U.G., SAME 6) REFER TO ND5 SECTION 15.3 FOR
<br />NUMBER OF ROW5, SAME SPACING) ADDITION INFORMATION NOTE: INTERIOR CORNER MAY
<br />BE CROSSED AS SHOWN
<br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS
<br />811 CONCRETE BLOCK
<br />WALLS USE C-90
<br />MASONRY BLOCK 4
<br />TYPE "S" OR "M"
<br />MORTAR (TYP.)
<br />MIN. 25" LAP
<br />1) FILL COMPACTED TO 95 90 IN INTERVAL
<br />LIFTS OF 6"
<br />2) SOIL BEARINGS 2000p6f MIN.
<br />MASONRY WALL TYPICAL
<br />MECHANICAL
<br />FASTENERS AS
<br />SELECTED BY
<br />CONTRACTOR, 16"
<br />OC STAGGERED
<br />LAP PER
<br />SCHEDULE
<br />SOLID POUR
<br />CELL W/
<br />05 REBAR
<br />(TYPICAL)
<br />x- 2 "X6 " PT
<br />J"x6" J-BOLT
<br />W/ 2" WASHERS
<br />NOTE:
<br />1) ATTACH 2"x6" TREATED SIDE JAMBS TO MASONRY
<br />WALLS WITH 1/2" DIA x 8"L(MIN.) J-BOLTS LOCATED 6"
<br />FROM HEADER 4 FLOOR 24" OC MAX INTERMEDIATE
<br />EQUALLY SPACED.
<br />2) ATTACH 2"x6" TREATED HEADER TO MASONRY WITH
<br />MECHANICAL FASTENERS AS SELECTED BY
<br />CONTRACTOR THIS MEMBER NOT INTENDED TO
<br />b, TRANSFER LOADS
<br />3) SEE DOOR SPECS FOR ADDITIONAL REQUIREMENTS
<br />GARAGE DOOR BUCK DETAIL
<br />0
<br />µIN+
<br />z
<br />O�ko
<br />MLu
<br />N
<br />M
<br />z a
<br />o0
<br />QwooiOo
<br />Z F CL
<br />�aQ�
<br />z b ;f
<br />f
<br />W �W~
<br />0
<br />mSo o
<br />W
<br />2FOua uj0
<br />w l-'nand z - U)
<br />w1.:30 z_°�a0 co
<br />z oq0
<br />wwOpaWU)w1wgQ¢ N
<br />LL m V-- W y¢ W J
<br />tp3z&, sF54JQ>.00
<br />�WUWQDy3.W�: ZLL U
<br />gW�a=°w�¢c°°
<br />y� Zto°oa moan
<br />°W¢Va WQZQ zda O oc�
<br />N2¢N 732 -yQi to
<br />ma) �m�U N>� ILI
<br />Il
<br />J
<br />U-
<br />U-
<br />O J
<br />N Q
<br />o C3:
<br />"N J
<br />C.)W
<br />LtJ Q
<br />� 2:
<br />UI V_
<br />LAW u > ILL
<br />cs m
<br />CO)g
<br />O
<br />CD
<br />�00CL
<br />N (L
<br />IF BOX IS P SQ THEN
<br />SCALE OF DRAWING
<br />18: 1/4"=1' -O ".
<br />IF BOX 15 1/2" SQ. THEN
<br />SCALE OF DRAWING
<br />IL
<br />0
<br />O
<br />1�
<br />N
<br />O
<br />W
<br />d-
<br />wN
<br />z
<br />1L
<br />tV
<br />d:(14
<br />w�
<br />O
<br />-
<br />tu
<br />O
<br />r
<br />O
<br />T
<br />V
<br />Q
<br />I
<br />'Q
<br />w
<br />ISSUED FOR PERMIT
<br />12-19-fro
<br />VERSION: 2015-4
<br />12-19-16
<br />1
<br />JOB " 161609
<br />COPYRIGHT 2015
<br />LENNAR HOMES
<br />
|