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GENERAL NOTES
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CONCRETE MASONRY
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THE DESIGN OF THIS STRUCTURE AND THE CONSTRUCTION THEREOF ARE FULLY UNDER THE JURISDICTION
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OF THE 2017 FL. BLDG. CODE RES. ACI 318 -14, NCMA, MATT FOREST PROD. ASSOC. AND NATIONAL
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DESIGN STANDARDS, TRUSS PLATE INSTITUTE (TPI - 2014), AND ANY OTHER NATIONALLY RECOGNIZED
ALL. LOAD BEARING CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90. MORTAR SHALL
DO NOT NAIL SPH/SP STRAPS UNTIL ROOFING HAS BEEN INSTALLED.
TRADE ORGANIZATIONS.
CONFORM TO ASTM A-270. MASONRY UNITS SHALL HAVE A MINIMUM PRISM STRENGTH(fm) OF 1,500
431
PSI. LAY-UP UNITS IN A RUNNING BOND WITH 3/8" MORTAR JOINTS, LEVEL AND PLUMB.
PROVIDE 5/8".DIAMETER A-36 THREADED ROD SET 1 TIN EPDXY TO ANCHOR HTT, HGT, MGT, & LTT TO
DETAILS SHOWN ARE MEANT TO BE REPRESENTATIVE OF SIMILAR TYPE CONDITIONS NOT DETAILED.
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SLAB OR TIE BEAM.
ALL CMU WALLS SHALL BE REINFORCED WITH VERTICAL REINFORCING BAR WHERE SHOWN ON PLANS
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ENGINEE
RESERVES THE RIGHT TO HOLD SUBMITTED SHOP DRAWINGS FOR TWO WEEKS PRIOR TO
AT CENTER
FLOOR TRUSSES SHALL BE DESIGNED WITH CHORDS FLAT PROVIDING 3-1/2" BEARING FOR PLYWOOD.
RETURNING SAID DRAWINGS TO CONTRACTOR. THE CONTRACTOR SHALL CHECK AND ANNOTATE
THERE SHALL BE A DIAGONAL WEB IN ALL PANELS EXCEPT WHERE REQUIRED TO BE OMITTED FOR A/C
SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL BE
OF GROUTED CELL. WHERE NOT SHOWN, PROVIDE #5 AT 48" O.C. PROVIDE 9 GA. LADDER TYPE
CHASES.
RESPONSIBLE FOR SUBMITTING SHOP DRAWINGS WITH SUFFICIENT LEAD TIME SO AS TO PRECLUDE THE
HORIZONTAL JOINT REINFORCING AT 16" O.C. IN ALL WALLS. CARE SHALL BE TAKEN DURING CMU
NECESSITY FOR A QUICKER REVIEW.
WALL ERECTION TO INSURE THAT CELLS TO BE GROUTED LINE-UP PROPERLY, PROVIDING A MINIMUM "
FLOOR PLYWOOD SHALL BE 3/4 T&G APA RATED STURD-I-FLOOR, SPECIES GROUP 1, SPAN RATING 24/0.
CLEAR AREA OF 10 SQUARE INCHES AND MINIMUM CLEAR DIMENSION OF 3".PROVIDE CLEAN -OUT
ATTACH TO FLOOR TRUSSES WITH CONSTRUCTION ADHESIVE AND IOd RINGSHANK OR SPIRAL NAILS AT 6"
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FOUNDATION AND SITE PREPARATION ARATION
HOLE INBOTTOM COURSE AND REMOVE MORTAR DROPPINGS FROM CELLS AT END OF EACH DAY.
O.C. EDGES, 10" FIELD. DECREASE NAIL SPACING AS SHOWN ON PLANS AND DETAILS.
PROVIDE ADDITIONAL INSPECTION HOLE AT UNDERSIDE OF PRE -CAST LINTEL BEARING AND COVER
AFTER GROUT BELOW HAS BEEN PLACED. WHERE TWO BARS ARE SHOWN IN ONE CELL, INSTALL BARS
ALL NAILS AND METAL HARDWARE EXPOSED TO THE WEATHER SHALL E STAINLESS STEEL. ALL NAILS SHALL
SITE PREPARATION AND EARTHWORK FOR FOUNDATIONS SHALL COMPLY WITH GOOD ENGINEERING
ON OPPOSITE (INTERIOR AND EXTERIOR) FACES OF WALL, 2" FROM EXPOSED FACE OFBLOCK
BE COMMON WIRE NAILS. SPACE NAILS IN STRAPS SO AS NOT TO SPLIT WOOD.
PRACTICE TO ACHIEVE AN ALLOWABLE BEARING CAPACITY OF 2000PSF.
LOCATION. LAP SPLICE REINFORCING 40 BAR DIAMETERS AND TERMINATE REINFORCING WITH
STANDARD ACI HOOKS TO PROVIDE CONTINUOUS REINFORCING FROM FOOTINGS TO UPPERMOST
ALL NAILS THROUGH PLYWOOD SHALL BE NAILED FLUSH WITH TOP OF PLYWOOD. DO NOT COUNTERSINK
AS A MINIMUM'.,ALL AREAS UNDER THE BUILDING AND FIVE FEET BEYOND SHALL BE CLEARED, GRUBBED,
TIE BEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL. PROVIDE
NAILS.
AND STRIPPED OF ALL SURFACE VEGETATION AND DEBRIS. STUMPS. SHALL BE REMOVED IN THEIR
..SINGLE #5 HOOK BAR TOP AND BOTTOM IN TIE BEAM WHERE BEAM TERMINATES AT A HIGHER WALL.
ENTIRETY. PROOF -ROLL THE EXPOSED SURFACE WITH A VIBRATORY ROLLER THAT EXERTS A DYNAMIC
ALL WOOD IN CONTACT WITH MASONRY/CONCRETESHALL BE PRESSURE TREATED AND SHALL HAVE HOT
FORCE OF AT LEAST TEN TONS OR WITH A FRONT END LOADER, WITH BUCKET FULL. ALL SOFT AND/OR
PROVIDE BOND BEAM, PER PLAN, AROUND PERIMETER OF BUILDING AT TOP OF ALL WALLS AND AT
DIPPED GALVANIZED (G90) OR STAINLESS STEEL (TYPE 316L) METAL FASTENERS OR PLATES,
YIELDING AREAS SHALL BE EXCAVATED AND REPLACED WITH COMPACTED FILL MATERIAL.
JOIST BEARING ELEVATIONS. UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS, BEAMS SHALL BE
PROOF -ROLLING SHALL BE SUFFICIENT TO PRODUCE A DENSITY NO LESS THAN 95% OF THE MODIFIED
CONTINUOUS AROUND BUILDING PERIMETER, INCLUDING CHANGES IN BEAM ELEVATION WITH A
ALL STRUCTURAL WOOD EXPOSED TO WEATHER SHALL BE #2 SYP P.T. UNLESS OTHERWISE NOTED.
PROCTOR FOR 24" BELOW ALL FOOTINGS.
MINIMUM OF (2) #5 TOP AND BOTTOM. UNLESS NOTED OTHERWISE ON DRAWINGS, PROVIDE
PRECAST CONCRETE LINTEL BY "CASTCRETE" OR "LOTTS" WITH (2) #5 BAR OVER OPENING, HOOK ENDS
WHERE P.T. WOOD IS SHOWN FOR INTERIOR LEDGERS, CONTRACTOR MAY USE #2 SYP NON P.T. WITH 15#
FILL SHALL BE CLEAN, WELL. GRADED, GRANULAR SAND MATERIAL, PLACED IN LOOSE LAYERS OF 12
INTO JAMB CELL. AT "H" BLOCK TIE BEAM, STEEL SHALL STOP 8" FROM CORNERS WITH A SINGLE #5
FELT BARRIER TO CMU. AND USE REGULAR METAL ANCHORS UNLESS OTHERWISE NOTED,
INCHES, COMPACTED TO 98%MAXIMUM DENSITY.
CORNER BAR, TOP AND BOTTOM, WITH 32" LAP.
UNLESS NOTED OTHERWISE, EXPOSED FRAMING AT PORCHES, INCLUDING BEAMS, POST, JOIST, RAFTERS,
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DENSITY TESTS FOR ALL FILL AND 24" BELOW EXCAVATED VIRGIN SOIL SHALL BE PROVIDED AS FOLLOWS:
U.O.N. WHERE POURED TIE BEAM IS USED, DROP BOTTOM OF BEAM OVER OPENING AND ADD (2) #5
AND FLOOR DECKING SHALL BE #1 SYP KDAT. WHERE WRC SHOW, IT SHALL BE SELECT STRUCTURAL
• 1 PER 1000 SF OF SLAB
AT 1 T O.C. MAX., AND AT HEAD OF OPENING BEAR 9'MIN. EACH END.
GRADE U.O.N.
• 1 PER 50 LINEAR FOOT OF CONTINUOUS FOOTINGS
• 1 FOR EVERY FOUR ISOLATED PAD FOOTINGS.
VERTICAL REINFORCEMENT STEEL SHALL HAVE A MINIMUM CLEARANCE OF 1/2" FROM MASONRY.
ALL LUMBER SHOWN SHALL BE SOUTHERN YELLOW PINE OF SIZE AND GRADE NOTED. WHERE NOT
NOTED, USE #2. LUMBER OF OTHER SPECIES MAY BE USED IF THE ALLOWABLE DESIGN VALUES MEET OR
DENSITY TESTS ARE NOT REQUIRED FOR PILE SUPPORTED FOUNDATIONS.
GROUTING OF MASONRY CELLS SHALL NOT EXCEED 12' FOOT LIFT.
EXCEED THOSE FOR SYP SPECIFIED.
CONCRETE & REINFORCING
EPDXY SHOWN SHALL BE HILTI "HIT RE.5W' WITH "HAS-E"THREADED RODS PROVIDED BY HILTI. TURN
ROD THREE TIMES WHILE INSERTING. END CUT OF REINFORCING STEEL SET IN EPDXY SHALL BE CUT AT
30 DEGREE
BUILDING DESIGN LOADS
NOTIFY ENGINEER 48 HOURS PRIOR TO PLACING, ANY CONCRETE.
ANGLE. RODS INSERTED IN EPDXY SHALL BE OIL FREE. EXPANSION BOLTS SHOWN SHALL BE
HILTI KWIK BOLT, WITH A MINIMUM 5" EMBED. "J" BOLTS SHALL BE 5" EMBED WITH 2" HOOK. FOR EPDXY
CAST -IN -PLACE CONCRETE SHALL ACHIEVE A 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI; WITH A
USED IN WOOD SHALL BE SIMPSON "SET' EPDXY. DRILLED HOLES IN CONCRETE SHALL BE 1 /8"
ROOF &CEILING LOAD (WOOD TRUSSES)
SLUMP OF 3' TO 5". SLUMP FOR BOND BEAMS AND GROUTED CELLS SHALL 3000 PSI WITH 8"SLUMP.
DIAMETER LARGER THAN REINFORCING BAR, ROD OR THREADED ROD. (i.e. 5/8" ROD REQUIRES 3/4'
DOWN CELLS MAY BE GROUTED WITH COARSE MASONRY GROUT (ASTM 476). CONCRETE FOR
HOLE).
TOP CHORD DEAD LOAD 15 PSF
REINFORCED SLABS SHALL BE 4000 PSI UNLESS OTHERWISE NOTED. CONCRETE FOR PILES SHALL BE 5000
"
BOTTOM CHORD DEAD LOAD 05 PSF.
PSI
ALL PRE -CAST CONCRETE LINTELS SHALL BE BY CAST-CRETE OR APPROVED EQUAL
TOP CHORD LIVE LOAD 20 PSF
PRIOR TO PLACEMENT OF REINFORCING STEEL PROVIDE A 6 MIL POLYETHYLENE VAPOR RETARDER,
WOOD FRAMING
BOTTOM CHORD LIVE LOAD
WITH JOINTS LAPPED 6" MIN. AND TAPED UNDER ALL COVERED SLABS ON GRADE EXCEPT SIDEWALKS
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•• ATTIC NO STORAGE 10 PSF
AND PATIOS.
TRUSSES SHALL BE DESIGNED AS "COMPONENTS AND CLADDING" IN ACCORDANCE WITH ASCE 7-10.
•• ATTIC W/ STORAGE 20 PSF
'
SEEWIND DESIGN CRITERIA.
•
ROOF TRUSS DEAD LOAD RESISTiNG UPLIFT 6 PSF
CONCRETE IN REINFORCED SLABS AND IN EXTERIOR COLUMNS EXPOSED TO THE WEATHER SHALL
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CONTAIN A CORROSION INHIBITOR. THE TOPS OF REINFORCED SLABS EXPOSED TO THE WEATHER SHALL
SUBMIT ROOF TRUSS AND FLOOR TRUSS SHOP DRAWINGS, SEALED, BY AN ENGINEER REGISTERED IN
BE WATERPROOFED.
TFPSTATE OF FLORIDA, FOR REVIEW PRIOR TO FABRICATION. SHOW DRAWINGS SHALL INCLUDE
• FLOOR LIVE LOAD 40 PSF
METAL TRUSS HANGERS AND HANGER MANUFACTURER'S SPECIFICATION, TRUSS LAYOUT, DESIGN
• FLOOR SUPERIMPOSED DEAD LOAD 25 PSF
CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAWCUT OR CONSTRUCTION JOINTS IN SLABS
LOADS, TRUSS REACTIONS (DL + LLAND DL + WL) AND ALL OTHER INFORMATION REQUIRED FOR
CONTAINING WIRE MESH OR FIBER AS REQUIRED TO PREVENT RANDOM CRACKING. SAWCUT JOINTS
'PROPER TRUSS INSTALLATION. INDIVIDUAL TRUSS ENGINEERING SHEETS SHALL INCLUDE THE MEMBER
SHALL BE MADE THE SAME. DAY AS CONCRETE PLACEMENT AS SOON AS CONCRETE CAN BE CUT
ORCES. COMBINED STRESS INDEX AND DEFLECTION OF EACH TRUSS. DESIGN OF TRUSSES SHALL
• ALLOWABLE SOIL BEARING.C;AVACITY 2000 PSF
WITHOUT TEARING EDGES AND SHALL BE MINIMUM OF 1/8" WIDE AND 1/3 SLAB DEPTH DEEP.
i
CLUDE THE UPLIFT EFFECTS OF THE DESIGN WIND LOAD UTILIZING THE DESIGN PRESSURES SHOWN
ELEVATED SLABS SHALL HAVE NO SAWCUT OR CONSTRUCTION JOINTS. SLABS REINFORCED WITH #3 OR
LARGER SHALL
]EREIN, IN ACCORDANCE WITH CHAPTER R301, 2017 FBCR. TOP AND BOTTOM CHORDS OF TRUSSES
WIND LOAD DESIGN CRITERIA
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NOT HAVE SAW CUT JOINTS
NALL BE #2 MINIMUM SYP. MEAN ROOF HEIGHT FOR DESIGN OF ALL TRUSSES SHALL BE AS NOTED
ELOW.
CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. I
PEAROC
AND/OR SMALL AGGREGATE "PUMP" MIX IS NOT PERMITTED FOR SLABS. SLABS SHALL BE
RUSS PLATES SHALL BE DESIGNED FOR A+/- 10 DEGREE ROTATION
• .DESIGN WIND SPEED 160 MPH PER ASCE 7-10 & 2017 FBC-R
"STANDARD PRACTICE FOR CURING CONCRETE" BY ACI COMMITTEE 308.
• RISK CATEGORY II
-
RUSSES SHALL NOT BE DELIVERED TO SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION AND SHALL BE
• EXPOSURE C
ELEVATED'SLABS/BEAMS SHALL REMAIN SHORED UNTIL CONCRETE ACHIEVES DESIGN STRENGTH.
TORED IN ACCORDANCE WITH TPI - 2014.
FORMS MAY BE STRIPPED AT 70% DESIGN STRENGTH IF RESHORING IS IMMEDIATELY INSTALLED.
• GCpi - +/_ 0.18
DIFFERENTIAL
DEFLECTION BETWEEN ADJACENT TRUSSES SHALL NOT EXCEED 1/4".
ENCLOSED BUILDING
CONTRACTOR SHALL PROVIDE FOUR TEST CYLINDERS FOR EACH FIFTY CUBIC YARDS OF CONCRETE
• MEAN ROOF HEIGHT 15 FEET
PLACED OR FRACTION THEREOF. TESTS SHALL BE CONDUCTED AFTER ALL ADDITIVES (INCLUDING
TRUSS
ENGINEER TO PROVIDE A WEB MEMBER AT ANY AND ALL LOCATIONS OF CHANGE IN PITCH OF
WATER ON SITE) HAVE BEEN ADDED. 'P / ,
P OR BOTTOM CHORD, EXTENDING TO PANEL POINT ON OPPOSITE CHORD.
ALL CONCRETE THAT IS FIELD ALTERED (ADDING WATER, ADDITIVES, ETC.) SHALL BE TESTED
MAXIMUM LENGTH. OF BOTTOM CHORD PANEL POINT AT ROOF TRUSS SHALL NOT EXCEED 9 FEET.
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PROVIDE 2X6 MIN. BOTTOM CHORD IN AREAS SHOWN ON PLANS AS "ATTIC".
IF ADDITIONAL WATER IS ADDED, AFTER CONCRETE SAMPLES HAVE BEEN TAKEN, CONTRACTOR SHALL
MAKE AN ADDITIONAL SET OF THREE TEST CYLINDERS AT HIS OWN EXPENSE.
PROVIDE VERTICAL &' WIDE WEB OVER ALL ROOF TRUSS BEARING LOCATIONS. ALL MEMBERS SHALL BE
<.2X4MINIMUM.
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CONCRETE REINFORCING BARS SHALL BE DEFORMED NEW BILLET STEEL CONFORMING TO ASTM A-615,
GRADE 601. DETAIL, FABRICATE, AND INSTALL REINFORCING PER THE REQUIREMENTS AND -
ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES. ATTACHED TO TRUSSES BELOW WITH
RECOMMENDATIONS OF �'.:'MTS12
SPACED AT 6" O.C. MAXIMUM, ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL
-
ACI - 318 -14.
OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD BETWEEN TWO TRUSSES FOR
ACCESS.
WELDER WIRE FABRIC SHALL CONFORM TO ASTM A-185. PROVIDE CHAIRS AND BOLSTERS AS REQUIRED
TO INSURE'THAT MESH IS EMBEDDED 1" FROM TOP OF SLABS, OR PER PLAN. LAP JOINTS 8" AND TIE. `."DESIGN
CALCULATIONS SHALL CLEARLY SHOW THE DESIGN LOADS FOR BOTH GRAVITY AND UPLIFT
x -
' CONDITIONS.
SECURE REINFORCEMENT AGAINST DISPLACEMENT DURING CONCRETE PLACEMENT UTILIZING CHAIRS
AND BOLSTERS. BOLSTERS IN CONCRETE EXPOSED TO WEATHER OR EARTH OR ARCHITECTURALLY
TRUSSES MUST BE CONFIGURE TO PROPERLY ATTACH HANGERS, SHOWN ON PLANS OR SHOP
'I
EXPOSED SHALL HAVE PLASTIC COATED LEGS AND FEET.
DRAWINGS, AS REQUIRED BY HANGER MANUFACTURER. TRUSSES NOT PROPERLY CONFIGURED WILL
Y.
-
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BE REJECTED EVEN IF ALREADY INSTALLED. TRUSS ENGINEER SHALL SPECIFY ALL TRUSS TO TRUSS
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PROVIDE 7" BARS WITH 45 DEGREE BENDS AT ALL CHANGES IN ELEVATION OF REINFORCING STEEL.
CONNECTIONS.
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UNLESS SPECIFICALLY SHOWN ON CONSTRUCTION DRAWINGS, 90 DEGREE 7' BARS ARE PROHIBITED
'
A s
AND WILL BE REJECTED DURING INSPECTION EVEN IF SHOWN ON REVIEWED SHOP DRAWINGS.
ROOF PLYWOOD SHALL BE 5/8" APA SHEATHING, SPECIES GROUP 1, SPAN RATING 32/16. CONNECT
TO ROOF FRAMING WITH 8D RINGSHANK NAILS 6" O.C. PROVIDE 2X4 BLOCKING AT HIPS AND
CAST -IN -PLACE CONCRETE SHALL BE DESIGNED, MIXED, PLACED AND CURED PER ACI STANDARDS. -.
VALLEYS. SPACE NAILS AT 6" O.C. AT BLOCKING. INSTALL ADJACENT SHEETS OFFSET 49% FACE GRAIN
PERPENDICULAR TO TRUSSES, WITH MINIMUM SHEET LENGTH OF 48", MINIMUM WIDTH 16". IF LESS THAN
PROVIDE CORNER BARS AT INTERSECTION OF FOOTINGS BEAMS THE SAME SIZE AND QUANTITY AS
F. MINIMUM LENGTH OR WIDTH USED, PROVIDE BLOCKING AT JOINT. BACK OUT AND REMOVE ALL
SPECIFIED REINFORCING, LAP STEEL THE FULL DEVELOPMENT LENGTH OF REINFORCING.
I NAILS WHICH DO NOT FULLY PENETRATE FRAMING MEMBERS BELOW.
TERMINATE TOP AND VERTICAL STEEL WITH ACI STANDARD HOOKS (10" FOR #5). MINIMUM LAP FOR
PROVIDE SIMPSON HURRICANE STRAPS AT ALL ROOF JOIST17RUSS TO BEARING CONNECTIONS PER
SPLICES SHALL CONFORM TO ACI - 318 - 14 (25" FOR #5).
PLANS. PROVIDE MOISTURE BARRIER BETWEEN TRUSSES AND CONCRETE. NAILS THROUGH STRAPS
.WHICH PENETRATE TRUSS PLATES SHALL BE 1-1/2" LONG. UNLESS NOTED OTHERWISE, INSTALL SIZE AND
UNLESS OTHERWISE NOTED COVER FOR REINFORCING SHALL BE AS FOLLOWS:
NUMBER OF NAILS TO PROVIDE MAXIMUM UPLIFT RESISTANCE IN ACCORDANCE WITH SIMPSON
i SIDES AND BOTTOMS OF FOOTINGS: 3"
• POURED BEAMS: 1-1/2"
REQUIREMENTS. USE OF ANCHORS BY OTHER MANUFACTURERS IS NOT PERMITTED UNLESS APPROVED
• COLUMNS: 1-1/2"
'
OR SHOWN ON PLANS. DO NOT FIELD ALTER ANY ANCHOR, HANGER; §TRAP, ETC.
• REINFORCED SLABS: TOP STEEL 1-1/2"AT EXTERIOR
BOTTOM STEEL 3/4"
REVIIWE FOR
CODE COM LIAN(
ST. LUCIE O1})
BO(%C
2X4 FRAME WALL FROM RO
WITH 5/8" T-111 PLYW(
RINGSHANK NAILS AT 12" OC ALL
ROOF FRAMING PLAN
SCALE: 1/4" = F-0"
NORTH ELEVATION
SCALE: 1/4" = F-0"
SOUTH ELEVATION OPP HAND
NO DOORS'
RECAST LINTEL WITH TYPICAL BOND BEAM ABOVE
ROUT SOLID FROM BONDBEAM TO LINTEL
YPICAL
GABLE TRUSS TO BOND BEAM LTA2 O 32" OC
TRUSS UPLIFT < 1200#
HETA16 W/(9) 10D X 1-1/2"
GIVbIIVGQRGV IRVJJGJ HT 24" OC
ROOF OVER EXISTING ROOM
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SWACUT AND REMOVE EXISTING SLAB
AS REQUIRED TO PROVIDE MINIMUM
4' WIDE NEW SLAB
4" CONCRTE SLAB W/6X6 W1.4W1.4 WW
1" FROM TOP OF SLAB ON 6 MIL
VISQUEEN ON TERMITE TREATED CLEAN
SAND FILL COMPACTED TO 95% MAX
DENSITY
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#3X36" SET 5" IN EPDXY
24" OC
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SCALE: 1/4" =1'-0"
WEST ELEVATION
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5/8" CDX W/81) F
SUPPORTS. OFFSET
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HIGH RIBBED LATHE
W/5/8" STUCCO
5/8" STUCCO ON PAPER
BACKED LATHE ON TYVEK
ON 1/2 PLYWOOD W/8D
0 10" OC ALL SUPPORTS
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EXISTING FRAME WALL
S-2 SCALE: 3/4"=F-G"
NAIL ® 4" O.0 TO GABLE,
BLOCKING AND SUB —FASCIA.
2X4 SUB —FASCIA
2X4 BLOCK W/(3) 10D
TOENAIL TO TOP PLATE
HIGH RIBBED LATHE
W/5/8" STUCCO "
5/8" STUCCO ON PAPER
BACKED LATHE ON TYVEK
ON 1/2" PLYWOOD W/81D
0 10" OC ALL SUPPORTS
2X6 #2 SPF ®16" OC
2X8 #2 SYP PLATE f— 16D @ 6" OC
2X4 #2 SYP W/(4) 10D TOP AND BOTTOM
REMOVE EXISTING PORTION OF TRUSS
(10) 10D TO BLOCK
2X8 BLOCK (RIPPED)
(10) 16b
2X6 TOP CHORD--- 1
AT BRACE
(5) 16D BACK— J
NAIL EACH END
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EACH END
2X6 "T" BRACE
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NOTES: MAX ,
PROVIDE TRUSS PANEL
POINT AT BRACE LOCATION
TO FACILITATE INSTALLATION
* DESIGN TRUSS FOR VERTICAL 500
(+/—) WIND REACTION FROM BRACE,
UNLESS NOTED OTHERWISE ON PLAN
WEST WALL GABLE
SCALE: 3/4" = F-0"
EAST ELEVATION
SCAT F• I IV = P_n"
ROOFING AND UNDERLAYMENT PER
PRODUCT APPROVAL AFFIDAVIT
NAIL CAD 4" O.0 TO GABLE,
BLOCKING AND SUB —FASCIA.
2" MAX.
HIGH RIBBED LATHE W/5/8" STUCCO
1/2" CDX PLYWOOD NAILED W/ 8D 2"X SUBFASCIA
® 6" EDGES AND 12" O.C. FIELD
5/8" STUCCO ON PAPER BACKED
LATHE ON TYVEK ON PLYWOOD HIGH RIBBED LATHE
GABLE TRUSS W/5/8" STUCCO
—
PER PLAN
�— TRUSS TO BEAM
LTA2 ® 32" OC
(2) SIMPSON
HGAM EACH
BRACE
PRECAST LINTEL AT OPENING
�{ HEAD W/#5 HOOK INTO JAMBS
GROUT SOLID WITH BOND BEAM
NEW GARAGE ROOF
EXISTING RESIDENCE ROOF
NEW CMU WALL BEYOND
5/8" CDX W/8D RINGSHANK ® 6" OC ALL
SUPPORTS. OFFSET JOINTS 48
i TRUSS PER PLAN
a HETA16 (UON) W/(9) 10D X 1-1/2"
8'
a e,
(2) COURSE "H"
BLOCK W/(2) #5
EACH COURSE
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#5 VERTICAL AND DOWEL PER PLAN
IN CENTER OF CELL (SHOWN OFFSET FOR
CLARITY) PROVIDE 12" HOOK INTO TOP
N COURSE OF "H" BLOCK
8" CMU RUNNING BOND
LADDER TYPE HORIZONTAL JOINT
REINFORCING ® 16" O.C. (TYPICAL)
4" CONC SLAB W/ 6X6W1.4W1.4 WWF
5"X5" CLEANOUT O 1" FROM TOP OF SLAB ON 6 MIL VISQUEEN
AT EACH DOWEL LOCATION N a ON TERMITE TREATED CLEAN SAND FILL
r: COMPACTED TO 95%MAX DENSITY
EXTEND WIRE MESH PAST
VERTICAL STEEL TYPICAL _
SLOP -------- -
Z 6 ° /
FOOTING DEPTH IS MINIMUM Z GRADE c '
INCREASE DEPTH AS REQUIRED s+ d
TO MAINTAIN BOTTOM OF
FOOTING 12" BELOW FINISH • d • 7#3X36" SET 5" IN EXISTING SLAB
GRADE EPDXY ® 24" OC
20" CONTINUE VISQUEEN
UNDER FOOTING D FOR
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