452 Red Rose Ln 17-2280 (a)COMMUNITY SPECIFIC
STANDARD SPECIFICATIONS
MONO FOOTING, ALUMINUM OVER 2x& 5UB FA5CIA,
5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC, W.H,
150 AMP. 5ERYICE/PANEL BOX, PAYER DRIVE, PAVER
LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI,
REDRAW NOTES
LOT 150 THORNBRO,OKE 40 s
if if
MANCHESTER 2138 ELEV. A
GARAGE RIGHT
TAYLOR MORRISON
05-22-11 CREATED LOT 5PECIFIC PLAN FOR LOT 150 IN
THORN51ROOKE 465, ELEVATION "A", GARAGE
RIGHT W1 PLAN OPTION5 INCLUDING: 5TAIR
RAILING, FRONT DOOR GLA55 IN5ERT, UNDER
CA51NET LIGHTING, (5) CEILING FAN
PRE-WIRE5, FREEZER OUTLET IN GARAGE,
FLOOD LIGHT PREWIRE, (4) RECE55EI) CAN5 IN
FAMILY ROOM, CALIFORNIA COUNTERTOP AT
KITCHEN, LANAI EXTEN610N, 9 FT, POCKET
5LIDER AT FAMILY ROOM, 0 FT HIGH INTERIOR
DOOR5 FIR5T FLOOR ONLY, POOL/5PA
PRE -WIRE, VENT HOOD TO OUT51DE, INJECTION
MA5ONRY FOAM IN5ULATION, R-30 IN5ULATION,
WATER 5OFTENER LOOP AND DRAIN, (2)
PHONE OUTLET5 AND (5) CABLE OUTLET6.
PLAN REVISIONS- DRAWING INDEX
COV - GENEDAL NOTES, INDEX, SPECIFICATION
1 - SLAB INTERFACE PLAN
2A1 - MAIN FLOOR PLAN NOTES
2A2 - MAIN FLOOR PLAN DIMENSIONS
2B1 - UPPER FLOOR PLAN NOTES
2B2 - UPPER FLOOR PLAN DIMENSIONS
2C - INTERIOR ELEVATIONS, STAIR SECTION,
3A1 - FRONT ELEVATION
S1 D
3A2 - SIDE AND REAR ELEVATION ROOF PLAN
3A3 - FLASHING DETAILS
3A4 - FLASHING. DETAILS
&t/-\ - m/-ur4 rLUUK r.Lrk.. I Kit...ML rLmni
Q - UPPER FLOOR ELECTRICAL PLAN
RECORD COPY
REVIEWED FOR CODE COA4PLIANCE
PLANS EXAMINER
__jR - tiLl_
DATE
SANFORD BUILDINQ DIV15ION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
COMPACTION TEST
REQUIRED
Results to be Verified
at Slab Inspection
ING
ORD
PA
# 7 - 2 2 8 0
GENERAL CON&TRUCTION NOTE5:
CHAPTERS AND SECTIONS REFER TO F.15,CR. - 5TH EDITION (2014)
NOTE: ANY IDIMEN51ON5 AND/OR CALLOUT5 WITHIN THIS SET OF DRAWING$ REFERENCING LUMBER 51ZE5 OR WALL THICKNF55
ARE TO BE CON51DERED "NOMINAL DIMEN61ON51'
OCCUPANCY AND CON5TRUCTION TYPE:
TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE v-5 CLASSIFICATION.
CEILING CON5TRUCTION:
1. THE GARAGE SHALL BE SEPARATED FROM THE RE51DENCE AND ITS ATTIC AREA BY NOT LE56 THAN 1/2 INCH (121 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES
BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE56 THAN 5/6 INCH (15.� mm) TYPE `X` GYPSUM BOARD OR EQUIVALENT. WHERE
THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 112 INCH (121 mm) GYPSUM BOARD
OR EQUIVALENT IN ACCORDANCE WITH F5C.R. - 5TH EDITION (2014) R10235.
tX I tKIUK NNInHtn:
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F,B.CR, - �TH EDITION (2014) R103b.1 AND A5TM C 1063. ALL LATH AND LATH
ATTACHMENTS SHALL BE OF CORRO51ON-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH
HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTWERW16E APPROVED. THICKNE55 OF TEXTURED FIN16H OVER FRAME APPLICATION TO BE
PER F.5,C.P, - 5TH EDITION (2014) R103b.2 AND A5TM C 926, PER RIB.C.R. 5TH EDITION (2014) R103fo.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE
CORRO61ON-RE515TANT WEEP 5CREED OR PLASTIC WEEP 6CREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE
LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926, THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES A50VE PAVED
AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP
5CREEID. PER F.E.C.R, 5TH EDITION (2014) R103.6.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE
BARRIER EQUIVALENT TO 2 LAYER$ OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.5.C.P, 5TH EDITION (2014) R103.65 OR IN ACCORDANCE WITH A5TM C �26.
5TUCCO CONTROL JOINT&
STUCCO CONTROL JOINT5 TO 13E INSTALLED PER A5TM C 1063-06 (1,11.4,1 THRU 1.11.4A) AT FRAMED WALL$ TO DELINEATE AREAS NOT MORE THAN 144 5R AND DELINEATE AREA$ NOT
MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. D16TANCE BETWEEN CONTROL JOINT$ SHALL NOT EXCEED 16 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2
TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION,AND WHERE EXPAN61ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR
T-AjK1111L)r4 Mr -UNI L)WN rNArIMU UHA" Dr- LVNUI��KM./ AV LV1141NVL UVINIU.
EGRE55:
I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM
OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM.
FLA5HING: I
1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTION$, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND
ROOF OPENINGS.
2. APPROVED CORRO51ON-RE616TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR
PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103'a.
WINDOW IN5TALLATION:
1, WINDOW$ SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION IN5TRUCTION5 SHALL BE
PROVIDED BY THE MANUFACTURER FOR EACH WINDOW.
DWELLING / GARAGE OPENING&:
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE56 THAN 13/5" IN THICKNESS, 50LID CORE (5,C,) OR HONEYCOMB
CORE STEEL DOOR6 NOT LE65 THAN 13/81' THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CLO5ING DEVICE.
JOB NUMBER 27002.201
CAD FILE NAME LOT 150
ISSUED 05-22-17
REVISED
1
x
0
150 STATE STPLEET EAST
OMSMAK, FLORMA 34677
813. 925.1300 IML
813, 925. 1800 FAX
WV-/W.DAV1SBEWS.00M
TAMPA * E>ET4VF_R_
EST 1994
1
0
J
J
110
0000
Lft LL
A5PHALT 5HINGLE5 (IF APPLICABLE):
am
C%j (0
0 (D
MIN
LM
.5 I CY
CL M
LL
!"Ilz
2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF 6LOPE6 OF TWO UNITS VERTICAL IN 12 UNIT$ HORIZONTAL (2:12) OR GREATER. FOR ROOF 6LOPE6 FROM TWO UNITS VERTICAL IN
0 0
00
am
co
0 ca 0
E
>
LL . 0 (�
C'4
0
A5111 D 4869, TYPE 11 OR TYPE IV OR A6TM D 61�1 16 REQUIRED IN ACCORDANCE WITH SECTION R�05.2.1. FOR ROOF 6LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL
0
I 60*0
<*
0
-
0
A-%
(4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH�A5TM D 226, TYPE 11, A61M D 46�, TYPE IV OR A51M D 615116 REQUIRED IN ACCORDANCE WITH SECTION
JOB NUMBER 27002.201
CAD FILE NAME LOT 150
ISSUED 05-22-17
REVISED
FLOOD ZONE REQUIREMENT&
DAVIS BEWS
DESIGN GROVP
150 STATE STPLEET EAST
OMSMAK, FLORMA 34677
813. 925.1300 IML
813, 925. 1800 FAX
WV-/W.DAV1SBEWS.00M
TAMPA * E>ET4VF_R_
EST 1994
FLOOD ZONE REQUIREMENT&
04 1
PLAN MEET5 OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION.
C%4 I
Lft LL
A5PHALT 5HINGLE5 (IF APPLICABLE):
MIN
co
1. WIND RE516TANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5�fo AND R�05.2.6,1,
CL M
!"Ilz
2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF 6LOPE6 OF TWO UNITS VERTICAL IN 12 UNIT$ HORIZONTAL (2:12) OR GREATER. FOR ROOF 6LOPE6 FROM TWO UNITS VERTICAL IN
00
0
FLOOD ZONE REQUIREMENT&
PLAN MEET5 OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION.
Lft LL
A5PHALT 5HINGLE5 (IF APPLICABLE):
MIN
1. WIND RE516TANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5�fo AND R�05.2.6,1,
!"Ilz
2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF 6LOPE6 OF TWO UNITS VERTICAL IN 12 UNIT$ HORIZONTAL (2:12) OR GREATER. FOR ROOF 6LOPE6 FROM TWO UNITS VERTICAL IN
DETAILS
12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11,
A5111 D 4869, TYPE 11 OR TYPE IV OR A6TM D 61�1 16 REQUIRED IN ACCORDANCE WITH SECTION R�05.2.1. FOR ROOF 6LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL
I 60*0
<*
0
-
0
A-%
(4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH�A5TM D 226, TYPE 11, A61M D 46�, TYPE IV OR A51M D 615116 REQUIRED IN ACCORDANCE WITH SECTION
0%
R905.2.1.
E%
0:
Pw
0
CLAY AND CONCRETE TILE (IF APPLICABLE):
THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.BCR - 5TH EDITION (2014) R90�3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR
RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsi) 15 DETERMINED IN ACCORDANCE WITH
SECTION R3012.1.3 OR THE RECOMMENDATIONS OF RA5 118, 119 OR 120, REQUIRED UNDERLAYMENT PER FB,CR. - 5TH EDITION (2014) R�0533 SHALL CONFORM WITH A5TM D 226, TYPE
11; A5TM D 2626, TYPE 11; OR A5TM D 1�10 OR A6TM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR6A/TRI FLORIDA HIGH
WINE) CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA6o 15 DETERMINED .IN ACCORDANCE WITH SECTION R301.2.1-3 OR THE RECOMMENDATIONS
OF RA5 118, In OR 120.
CHIMNEY HEIGHT REQUIREMENT6 (IF APPLICABLE):
1. WHEN STANDARD OR OPTIONAL FIREPLACE 16 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE
Ce
24" HIGHER THAN THE ROOF OR RIDGE THAT 15 0-01' AWAY OR CLOSER.
0
TUB AND 5HOWER AREA5:
I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C128a, C1325, OR C1116 AND INSTALLED IN ACCORDANCE WITH
MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKER$ FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN $HOWER AREAS,
(A
TERMITE PROTECTION:
1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501L
TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE65 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A
NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE6 SHALL BE APPLIED INSIDE THE SLEEVE.
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR $PRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT
LEAST I FOOT (3a mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSION$, OR SPLASH BLOCKS, GUTTERS WITH DOWN6POUT5 ARE
REQUIRED ON ALL 13UILDING5 WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
MECHANICAL AND HVAC:
1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF
APPLICATION FOR PERMIT.
2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES,
OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES
(162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
3. DUCTS IN THE GARAGE AND DUCT$ PENETRATING THE WALL5 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (04
mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 6Y6TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN16HED GRADE AND SHALL AL60 CONFORM TO
Ln
THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS.
5. AUXILIARY DRAIN PAN, CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN FAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL
OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PAN6 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF
SECTIONS M1411.3.
EXHAU�T FAN5 AND VENTING:
Fmm
>7
1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC,
6OFF IT, RIDGE VENT OR CRAWL SPACE.
0
<_
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY
TO THE OUTDOORS, EXHAUST AIR FROM 5ATHROOM6 AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN61DE THE BUILDING.
3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE
MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.1� RAD) 15END AND 5 FEET (524 mm) FOR EACH W DEGREE (lk> RAD) BEND. THE
MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN61TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TEID AND
LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER
PAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A,CLOTHE5 DRYER 5006TER FAN 15 INSTALLED AND NOT READILY ACCE661BLE FROM THE ROOM IN WHICH THE DRYER
15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTER5 THE WALL, THE LABEL SHALL BEAR THE WORDS "TH16 DRYER
2138
EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN."
j
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATION5 IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC.
0
- -6
ATTENTION GENERAL CONTRACTOR / BUILDER:
156UANCE OF PLANS FROM TH15 DRAFTER'6 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO
APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING
CODES SHALL BE BROUGHT TO THEATTENTION OF THE DRAI`T�R'6 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY
REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERROR$ THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL
FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'6 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE.
FfV. 10-14-2015
m
13'4`64' A/C
I PAID (6EE MECH.
ENTRACTOR
1)
FOR LOC'
4" P.V.C.
3/4" P.V,C.
CONDEN5ATION
DRAIN BY PLUMBER
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CID
L50 STATE STRJEr EAST
OU)SMM, FLORMA 34677
813. 925.1300 TEL
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TAMPA * 00*-�
EST. 1994
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ON LANAI
all, V-211 31-411 .01
9 RECE66 FOR POCKET 5LIDER, 'k
I I �T
ELEVATION
"
0'-4
01
---------- ------------------ ----------------
C&
ELEVATION
11/2 RECE56 FOR GAR, DR
PAVER DRIVE / LEAD WALK
161-011 T-8
wa.
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TAYLOR MORR15ON U5E6
501RA-CARE TO TREAT THE
INTERIOR FRAMED WALL6 TO
PREVENT 5UBTERRANEAN
TERMITE5
G.C. VERIFY THAT DECO DRAIN SLAB INTERFACE PLAN
15 INVALLED AT PLANTER5
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GARAGE RIGHT
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L50 STATE STRJEr EAST
OU)SMM, FLORMA 34677
813. 925.1300 TEL
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VvV-/W.DAV1SBEWS.00M
TAMPA * 00*-�
EST. 1994
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11/2 RECE56 FOR GAR, DR
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15 INVALLED AT PLANTER5
BETWEEN WALKWAY AND GARAdGE $CALE: 1/4" -- I'-011
GARAGE RIGHT
JOB NUMBER 27002.201
CAD FILE NAME LOT 150
ISSUED 05-22-17
REVISED
ce)
x
CID
L50 STATE STRJEr EAST
OU)SMM, FLORMA 34677
813. 925.1300 TEL
813. 925. 1800 FAX
VvV-/W.DAV1SBEWS.00M
TAMPA * 00*-�
EST. 1994
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JOB NUMBER 27002.201
CAD FILE NAME LOT 150
ISSUED 05-22-17
REVISED
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DESIGN GROW
L50 STATE STRJEr EAST
OU)SMM, FLORMA 34677
813. 925.1300 TEL
813. 925. 1800 FAX
VvV-/W.DAV1SBEWS.00M
TAMPA * 00*-�
EST. 1994
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DETAILS
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VENT REQUIREMENTS
VENTILATION CALCULATIONS
AMC AREA = 300 SQ. FT. 1300 = 1.00 SQ. Fr.
X 144 = 144 SQ. IN.
HALF AT UPPER 2/3 ROOF VENTS = 72.00 SQ, IN,
# UPPER 2/3 ROOF VENTS REQUIRED = I
TOTAL SOFFIT VENTILATION NEEDED 3 SQ. FT.
VENT CALCULATIONS BASED ON THE FOLLOWING
* 144 SQ. IN, PER 4 FOOT OFF RIDGE VENT
* 5.2 SQ, IN. PER SQUARE FOOT OF SOFFIT VENT
G.C. VERIFY QUANT11Y OF ROOF SOFFIT VENTS
REQUIRED, PER MANUFACTUREWS SPECIFICATIONS
OF NET FREE AREA PER VENT.
6; 12
6:12
J A
11/2 THICK
SAND FIN15H
KEYSTONE
(IF APPLICABLE)
RAISED
SAND FIN15H
TEXTURED BANDING
"A"A
THICK
TYP. CROSS-SECTION OF RAISED
TEXTURED FINISH BANDING AND
OR SAND FINISH KEYSTONE
5CALE� 3" -
12
ro
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PLT, WT, ROO�7 — - — - — - PLT. WT.—
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f— - — - — - — - — - — - — ----
GRADE LINE TEMP,-// GC. VERIFY GLA66
(ASSUMED) INSERT FOR FRONT
DOOR
LEFT ELEVATION
SCALE: I/V z V-011
12 1 1
UIKULK 11 11
TRU55 ROOF TRU66E5
AT 24" O.C.—
(TYPICAL)
GARAGE
CLEAR OPENING HEIGHT5
IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE
WINDOW 16 LOCATED MORE THAN 12 INCHES A50VE THE
FIN16WED GRADE OR SURFACE BELOW, THE LOWEST PART
OF THE CLEAR OPENING OF THE WINDOW SHALL BE A
MINIMUM OF 24 INCHES ABOVE THE FIN15WED FLOOR OF THE
ROOM IN WHICH THE WINDOW 16 LOCATED, OPERABLE
SECTIONS OF WINDOWS SHALL NOT PERMIT OPENING6 THAT
ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE
SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE
FINISHED FLOOR PER F.B.C. 2010 RE61DENTIAL CODE R6122
WINDOW FALL PREVENTION DEVICES AND WINDOW GUAFZD5,
WHERE PROVIDED, SHALL COMPLY WITH THE
REQUIREMENTS OF A5TM F 2090 PER F5.C. 2010
RE61DENTIAL CODE R6123
AT 24" OC.—
(TYPICAL)
/2.6TORY
VOLUME
BEAM
FAMILY ROOM
SECTION AA
5CALE: 1/8" - I'-011
6HINGL
PLT. HT, PLT. HT,
ZSTUGCO
FINIV E
12 12 OPT, LANAI SECOND FF, LINE
T,O.M. T.011,
6ECON� 4 F---
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TEXTURED --TEXTURED
FIN15H
FIN16H
Sim
MAIN FF. LINE TEMP. L_jj -MAIN FF. LINE
GRA E LINE
(ASSUMED)
REAR ELEVATION,
SCALE: 1/8" -- l'-O'i
SWINGLE 12 (0 12
ROOF ro 2SPINGLE b
12 ROOF
PLT, PT - — - — - — - — - PLT. PT.
STUCCO
FINISH
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12 FIN15P
;7
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SECOND F.F. LINE ROOF;7 ECOND FF. LINE BEDROOM 5 Bill
� _S!_C ONLY
TO.M.
TEXTURED TEXTURED
FINISH b FIN15P
;7
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GRADE LINE
(ASSUMED)
.RIGHT ELEVATION.
SCALE: 1/8" : F-0`
PLT. HT,
SHINGLE
ROOF
12
4 SECOND FF, LINE
OM,
JA �AIN F.F. LINE—
ELEVATION "All
GARAGE RIGHT
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DAVIS BEWS
DESIGN GROVP
150 SrATE STRIET EAST
0IJX*tAP, FLORMA 34677
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813. 925.1800 FAX
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GARAGE ROOF
VENT REQUIREMENTS
VENTILATION CALCULATIONS
S)
ATTIC AREA = 408 SQ. Fr. / 300 = 1,36 SQ. FT.
X 144 = 196 SQ, IN.
HALF AT UPPER Zt3 ROOF VENTS = 97.92 SQ. IN,
- - - — -
- - - - - - - - - ---
- - - -
- - - - - -
# UPPER 2/3 ROOF VENTS REQUIRED = I
TOTAL SOFFIT VENTILATION NEEDED 4 SQ. FT.
1�_TYP.
OVERHANG
AT HIP
(UND.)
ROOF
PLAN
SCALE: 1/0" -- V-017
J A
11/2 THICK
SAND FIN15H
KEYSTONE
(IF APPLICABLE)
RAISED
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TEXTURED BANDING
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OR SAND FINISH KEYSTONE
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GRADE LINE TEMP,-// GC. VERIFY GLA66
(ASSUMED) INSERT FOR FRONT
DOOR
LEFT ELEVATION
SCALE: I/V z V-011
12 1 1
UIKULK 11 11
TRU55 ROOF TRU66E5
AT 24" O.C.—
(TYPICAL)
GARAGE
CLEAR OPENING HEIGHT5
IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE
WINDOW 16 LOCATED MORE THAN 12 INCHES A50VE THE
FIN16WED GRADE OR SURFACE BELOW, THE LOWEST PART
OF THE CLEAR OPENING OF THE WINDOW SHALL BE A
MINIMUM OF 24 INCHES ABOVE THE FIN15WED FLOOR OF THE
ROOM IN WHICH THE WINDOW 16 LOCATED, OPERABLE
SECTIONS OF WINDOWS SHALL NOT PERMIT OPENING6 THAT
ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE
SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE
FINISHED FLOOR PER F.B.C. 2010 RE61DENTIAL CODE R6122
WINDOW FALL PREVENTION DEVICES AND WINDOW GUAFZD5,
WHERE PROVIDED, SHALL COMPLY WITH THE
REQUIREMENTS OF A5TM F 2090 PER F5.C. 2010
RE61DENTIAL CODE R6123
AT 24" OC.—
(TYPICAL)
/2.6TORY
VOLUME
BEAM
FAMILY ROOM
SECTION AA
5CALE: 1/8" - I'-011
6HINGL
PLT. HT, PLT. HT,
ZSTUGCO
FINIV E
12 12 OPT, LANAI SECOND FF, LINE
T,O.M. T.011,
6ECON� 4 F---
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TEXTURED --TEXTURED
FIN15H
FIN16H
Sim
MAIN FF. LINE TEMP. L_jj -MAIN FF. LINE
GRA E LINE
(ASSUMED)
REAR ELEVATION,
SCALE: 1/8" -- l'-O'i
SWINGLE 12 (0 12
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12 ROOF
PLT, PT - — - — - — - — - PLT. PT.
STUCCO
FINISH
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;7
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� _S!_C ONLY
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TEXTURED TEXTURED
FINISH b FIN15P
;7
eo ;7
,k- MAIN F�._LJNNL� . . . . . . MAIN FF. LINE — - — - — -
GRADE LINE
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SCALE: 1/8" : F-0`
PLT. HT,
SHINGLE
ROOF
12
4 SECOND FF, LINE
OM,
JA �AIN F.F. LINE—
ELEVATION "All
GARAGE RIGHT
JOB NUMBER 27002.201
CAD FILE NAME LOT 150
ISSUED 05-22-17
REVISED
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DAVIS BEWS
DESIGN GROVP
150 SrATE STRIET EAST
0IJX*tAP, FLORMA 34677
813. 925.1300 TEL
813. 925.1800 FAX
V^VWJDAVISSEWS.COM
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TITLE
SIDES AND REAR ELEVA TIONS
ROOF PLAN
DETAILS
SHEET
3A2
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DAVIS BEWS
DESIGN GROVP
150 SrATE STRIET EAST
0IJX*tAP, FLORMA 34677
813. 925.1300 TEL
813. 925.1800 FAX
V^VWJDAVISSEWS.COM
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TITLE
SIDES AND REAR ELEVA TIONS
ROOF PLAN
DETAILS
SHEET
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BUILDING WRAP TO GO OVER FLASHING I
FLASHING TO BE FLEXIBLE SELF
ADHESIVE TYPE (MIN 6" WIDE)
PRECAST LINTEL
TYPICAL FLASHING AT PRECAST
AND EXTERIOR SHEATHING_
MATERIAL PER
ATIONS WITH APPROVED
-.RLAYMENT (REFER TO
-R SHEET)
ENGINEERED ROOF
'SES AT 24" O.C.
ZICANE STRAP PER
: FRAMING PLAN
Aj-,, BRG. HGT.
DRIP EDGE
:ASCIA
--D ALUM. SOFFIT
TH & EXT. FINISH
)OW FLASHING AS REQ'D
VINDOWTRIM
)ER
TYPICAL WINDOW AND SLIDING GLASS
DOOR "Z" FLASHING DETAIL
OPTION - A
FLASHING
..........
WOODEN
SIDING
.... ..... .
... .........
.......... ......
............ ....
..............
SILL PLATE
..................
...........
SEE NOTE #2
WALL SHEATHING
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
SILL PLATE
3. INSTALL SILL FLASHING AS SHOWN ABOVE
4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT
5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING
LAPS
TYPICAL FLASHING DETAIL AT SILL PLATE
TIE-IN WITH WEATHER RESISTIVE BARRIER:
1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH
FLASHING TO FORM WATER SHEDDING LAPS
2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING INSTALLATION
4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER
5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING
AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE
SILL PLATE
(SEE DETAIL B
2 FOR OPTIONS)
9-
R110 X CORNER PATCH
FLASHING ----
.......... ..
.......... ...
............
...........
FLASHING
.. ..........
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE
(MIN. 6" WIDE)
...........
2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
3. MECHANICALLY FASTEN AS NECESSARY
TYPICAL SLIDING GLASS DOOR FLASHING DETAIL
FOLD UP WEATHER RESISTIVE
MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE
NECESSARY IN CORNERS RESISTIVE -
THROUGH FLASHING BARRIER, S6A ��I�T
WEATHER EXTERIOR
RESISTIVE SHEATHING
BARRIER
_.�TAPE SILL PLATE
2
(ASSEMBLED
WINDOW) FLASHING 2
FLASHING
DO NOT FLASH
OVER BOTTOM
NAILING FLANGE
HEAD FLASHING TIE-IN
INSTRUCTIONS:
NOTES:
1. CUT, FOLD UP & TEMPORARILY
SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
INSTALLATION SILL PLATE
2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
WEATHER RESISTIVE BARRIER
4. INSTALL FLASHING AND WEATHER RESISTIVE
3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
BARRIER BACK OVER HEAD
FLASHING AND SEAL WITH TAPE
TYPICAL WINDOW FLASHING DETAIL_
PROVIDE SELF ADHERED
FLASHING
LAPPING DOWN OVER RIM JOIST
AND UP WALL BY 6" -
2X4'S @ 16" O.C. BRG EXT WALL
FLASHING TO EXTEND 36"
7/16" O.S.B. SHEATHING EXTERIOR FINISH
BUILDING WRAP BEYOND PER BUILDER
FLASHING. PROVIDE FLASHING
BOOT AT POSTS
CEMENT PLASTER STOP
-WATERPROOF MEMBRANE WATERPROOF MEMBRANE
7/16" O.S.B. SHEATHING
FLASHING.
16/32 O.S.B. SHEATHING
a:
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PROVIDE SELF ADHERED Z
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LIQUID NAIL BRAND OR EQUAL
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EXTERIOR FINISH
WATER PROOF CAULKING
PER BUILDER
xPROVIDE
SELF ADHERED
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LAPPING DOWN OVER RIM JOIST
AND UP WALL BY 6"
WATERPROOF MEMBRANE
2X12 #2 SYP CONT LEDGER W/
(4) 1/4" X 4" LAG SCREWS
SPACED EVENLY @ 24" O.C. MAX
(EA. FLOOR TRUSS)
USP HTA20 STRAP
EA. JOIST
TEXTURED
CEMENT PLASTER
FINISH
TYPICAL DOOR
FLASHING AT BALCONY
EXTERIOR SHEATHING
FOLD UP WEATHER
RESISTIVE BARRIER &
TEMPORARILY SECURE
WEATHER RESISTIVE
BARRIER
SILL PLATE
(SEE DETAIL B
2 FOR OPTIONS)
9-
R110 X CORNER PATCH
FLASHING ----
.......... ..
.......... ...
............
...........
FLASHING
.. ..........
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE
(MIN. 6" WIDE)
...........
2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
3. MECHANICALLY FASTEN AS NECESSARY
TYPICAL SLIDING GLASS DOOR FLASHING DETAIL
FOLD UP WEATHER RESISTIVE
MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE
NECESSARY IN CORNERS RESISTIVE -
THROUGH FLASHING BARRIER, S6A ��I�T
WEATHER EXTERIOR
RESISTIVE SHEATHING
BARRIER
_.�TAPE SILL PLATE
2
(ASSEMBLED
WINDOW) FLASHING 2
FLASHING
DO NOT FLASH
OVER BOTTOM
NAILING FLANGE
HEAD FLASHING TIE-IN
INSTRUCTIONS:
NOTES:
1. CUT, FOLD UP & TEMPORARILY
SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
INSTALLATION SILL PLATE
2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
WEATHER RESISTIVE BARRIER
4. INSTALL FLASHING AND WEATHER RESISTIVE
3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
BARRIER BACK OVER HEAD
FLASHING AND SEAL WITH TAPE
TYPICAL WINDOW FLASHING DETAIL_
PROVIDE SELF ADHERED
FLASHING
LAPPING DOWN OVER RIM JOIST
AND UP WALL BY 6" -
2X4'S @ 16" O.C. BRG EXT WALL
FLASHING TO EXTEND 36"
7/16" O.S.B. SHEATHING EXTERIOR FINISH
BUILDING WRAP BEYOND PER BUILDER
FLASHING. PROVIDE FLASHING
BOOT AT POSTS
CEMENT PLASTER STOP
-WATERPROOF MEMBRANE WATERPROOF MEMBRANE
7/16" O.S.B. SHEATHING
FLASHING.
TRUSS JOB NUMBER 27002.201
'--2X8 TRIM BOARD CAD FILE NAME LOT 150
ISSUED 05-22-17
REVISED
STUCCO "J" MOLD
7/16" O.S.B. SHEATHING
SEE STRUCTURAL FOR Z�Z
CONNECTORS
��TEXTURED CEMENT
24" FLOOR TRUSS
PLASTER FINISH
SEE STRUCTURAL
8'CMU BLOCK
TYPICAL FLASHING AT BALCONY
WALL COVERING_
2014 FBRC SECTION R703 EXTERIOR COVERING
EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE
EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL
ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER
WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS
REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY.
PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE
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TRUSS JOB NUMBER 27002.201
'--2X8 TRIM BOARD CAD FILE NAME LOT 150
ISSUED 05-22-17
REVISED
STUCCO "J" MOLD
7/16" O.S.B. SHEATHING
SEE STRUCTURAL FOR Z�Z
CONNECTORS
��TEXTURED CEMENT
24" FLOOR TRUSS
PLASTER FINISH
SEE STRUCTURAL
8'CMU BLOCK
TYPICAL FLASHING AT BALCONY
WALL COVERING_
2014 FBRC SECTION R703 EXTERIOR COVERING
EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE
EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL
ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER
WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS
REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY.
PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE
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DAVIS BEWS
DESIGN GROVP
150 STATE STRJEET EAST
OLDSMA& FLORMA 34677
813. 925.1300 YEL
813. 925. 1800 FAX
WWWDAVISBEW&COM
TAMPA * nENVUR.
EST. 1994 F-�
ui
WITH SECTION R702.7 OF THE CODE. -j
R703.2 WATER -RESISTIVE BARRIER
ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH
ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF
ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER
THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS 0 00
THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND z
I 1L 4%
TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE
L
EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.
R703.8 FLASHING
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR
FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT
COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND
CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF
SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT
DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE
OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD:
1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT
ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S
INSTRUCTIONS, WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE
SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A
MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE
BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR
PROTECTION AT THE HEAD AND SIDES.
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. CD
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. Ln
1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMAMDMA 250,, OR FMA/AAMA/WDMA 300.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME
CONSTRUCTION. 2138
6. AT WALL AND ROOF INTERSECTIONS.
7. AT BUILT-IN GUTTERS.
FLASHING DETAILS
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R703.2 WATER -RESISTIVE BARRIER
ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH
ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF
ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER
THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS 0 00
THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND z
I 1L 4%
TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE
L
EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.
R703.8 FLASHING
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR
FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT
COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND
CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF
SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT
DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE
OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD:
1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT
ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S
INSTRUCTIONS, WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE
SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A
MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE
BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR
PROTECTION AT THE HEAD AND SIDES.
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. CD
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. Ln
1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMAMDMA 250,, OR FMA/AAMA/WDMA 300.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME
CONSTRUCTION. 2138
6. AT WALL AND ROOF INTERSECTIONS.
7. AT BUILT-IN GUTTERS.
FLASHING DETAILS
KIT
SHEET
3A3
EXTERIOR SHEATHING
REFER TO TECHNICAL
LEITER ON CHEMI!.���
COMPATIBILITY
Qr_l 0 ArtUr-011=11"t Cl AQUlKltl_
nA Kill%,
I I LXlvi i wvI_Il I
BOTTOM NAILING
FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
lj�
J�J
WEATHER RESISTIVE
BARRIER
WOOD FRAME CONSTR.
SELF -ADHERED FLASHING
BY LAPPING DOWN
OVER RIM JOIST AND UP
WALL BY 6 IN.
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
DOOR ROUGH OPENING
3/4'-l" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SELF -ADHERED FLASHING
SUBFLOOR
ffRIM JOIST
IrP��
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
WINDOW UNIT
FLASHING
t
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHAL
3/4"-l' BEAD OF CONSTR. SHEATHING NEEDED IN CORNERS ADHESIVE
INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE
ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD
THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING
UP JAMB 6", USE LIQUID NAIL BRAND FLANGED WINDOW I
OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01)
SECTION -A (SEE
DETAIL WP02)
SELF -ADHERED FLASHING
NAILING FLANGE SELF -ADHERED
FLASHING
SEAL TOPS OF JOISTS —
UNDER DECKING
(SEE DETAIL WP07)
SCORED —
RELEASE PAPER
SELF -ADHERED FLASHING, (BEFORE FOLDING, $CORE
EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE
VERTICALLY FROM ADHESIVE AS SHOWN)
BOTTOM OF
THRESHOLD
*INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS
INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER
SHEDDING LAPS
SELF -ADHERED FLASHING SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK INSIDE CORNER
WALL SHEATHING
ASPHALT SEALANT: TEXTURED, PAINTED
EXTEND MIN. OF 6" EXTER. WALL FINISH ASPHALT BASED
OUTSIDE OF FLASHING GALV ' MTL. CRICKET AS
'L' F -ASHING SPECIFIED ROOF CRICKET: 6" X 18" H GALV. SEALANTAPPLIED
04 BY PLAN MIN: 3:12 SLOPE FLASHING CONT BEHIND FLASHING
(REQUIRED AT AND EXTENDING A
ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP
=5 cl)
(o LOCATIONS) AT ENTRY MINIMUM OF 6"ABOVE
ROOF
6" Z
SHINGLES w= VERTICAL RISE OF
> rn
FLASHING AT KNEEWALL
6"X 18"H GALV.
FLASHING CONT.
SEALANT
DIVERTER
FLASHING
ROOF MATERIAL PER
ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS
DRIP EDGE
AT ALL VERTICAL WALL INTERSECTIONS
UNDERLAYMENT (REFER TO
FASCIA WITH ROOF VALLEYS & ROOF CRICKETS,
COVER SHEET) 6" HORIZ..
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C.
FLASHING INSTALLATION
FIGURE 1: FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL
5"x5" METAL FLASHING
TEXTURED, PAINTED wfrAR BETWEEN
EXTERIOR WALL FINISH
LASHING AND SHINGLES
HOLD EXTERIOR
FINISH 2" ABOVE
SHINGLE PER
ROOF
CONTRACT
A I`%
FLASHING
1,,% 1% 1,."
n n n r, r,
100,
CAULKING
0 0
7,
�1001
00
0
"00, 00, \3
TYPICAL ROOF TO
000's'- ose 00\o*
se
bpA ,,\ro
WALL FLASHING DETAIL IG10\3`1
RAKE METAL
LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE —14" 2 EAVES
CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE
FIGURE 2: WALL FINISH WATERPROOFING SHINGLE 71
UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER
DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT
SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR
TOUSE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS
ASPHALT SEALANT: COURSE USED.
EXTEND MIN. 6" ABOVE EMBED EACH SHINGLE IN A 2"
FLAS ING 6 TO 12" DO NOT NAIL WITHIN 6" 0 WIDE STRIP OF ASPHALT
PER PLAN VALLEY CENTERLINE RAGING CEMENT.
SPEC'S.
6" HIGH ROOFING SYSTEM IS CERTAINTEED LANDMARK TL
DIVERTER CUT 2" DIAGONALLY OFF
FLASHING UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY
GALV.'L'FLASHING TRIMMED SHINGLE CERTAINTEED CORPORATION.
TYPICAL.
ROOFING FELT CUT SHINGLES 2" BACK FROM 36"
DRIP EDGE VALLEY CENTERLINE 1 8.1 81, 81, 8" 8" if,
FASCIA EMOVE
SEALANT Ll E
NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING
NAIL$. 3/8" MIN HEADS. 6 PER SHINGLE.
FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL
.... ......
..............
6HEATHING
ACCORDANCE WITH
TEXTURE
ASTMC926 OVER WOOD
COAT
2ND FLOOR
COAT
COAT
C=
,,,,--6CRATCH
5ELF FURRING
co
LATH
...........
..........
....... .......
TWO LAYER5 WRIB
WEEP 5CREEI)
.............
.............
TERMINATE 5ELF
ul c;
ADHE51VE FLA5HING
......
..........
...
............
AT LOWER N05E CF
... ....
... ...
OVER
6ELF ADHE51VE
FLANING
MA6ONRY 5LOCK
E U.= W6)
WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL
EXTERIOR SHEATHING
REFER TO TECHNICAL
LEITER ON CHEMI!.���
COMPATIBILITY
Qr_l 0 ArtUr-011=11"t Cl AQUlKltl_
nA Kill%,
I I LXlvi i wvI_Il I
BOTTOM NAILING
FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
lj�
J�J
WEATHER RESISTIVE
BARRIER
WOOD FRAME CONSTR.
SELF -ADHERED FLASHING
BY LAPPING DOWN
OVER RIM JOIST AND UP
WALL BY 6 IN.
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
DOOR ROUGH OPENING
3/4'-l" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SELF -ADHERED FLASHING
SUBFLOOR
ffRIM JOIST
IrP��
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
WINDOW UNIT
FLASHING
t
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHAL
3/4"-l' BEAD OF CONSTR. SHEATHING NEEDED IN CORNERS ADHESIVE
INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE
ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD
THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING
UP JAMB 6", USE LIQUID NAIL BRAND FLANGED WINDOW I
OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01)
SECTION -A (SEE
DETAIL WP02)
SELF -ADHERED FLASHING
NAILING FLANGE SELF -ADHERED
FLASHING
SEAL TOPS OF JOISTS —
UNDER DECKING
(SEE DETAIL WP07)
SCORED —
RELEASE PAPER
SELF -ADHERED FLASHING, (BEFORE FOLDING, $CORE
EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE
VERTICALLY FROM ADHESIVE AS SHOWN)
BOTTOM OF
THRESHOLD
*INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS
INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER
SHEDDING LAPS
SELF -ADHERED FLASHING SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK INSIDE CORNER
WALL SHEATHING
ASPHALT SEALANT: TEXTURED, PAINTED
EXTEND MIN. OF 6" EXTER. WALL FINISH ASPHALT BASED
OUTSIDE OF FLASHING GALV ' MTL. CRICKET AS
'L' F -ASHING SPECIFIED ROOF CRICKET: 6" X 18" H GALV. SEALANTAPPLIED
04 BY PLAN MIN: 3:12 SLOPE FLASHING CONT BEHIND FLASHING
(REQUIRED AT AND EXTENDING A
ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP
=5 cl)
(o LOCATIONS) AT ENTRY MINIMUM OF 6"ABOVE
ROOF
6" Z
SHINGLES w= VERTICAL RISE OF
> rn
FLASHING AT KNEEWALL
6"X 18"H GALV.
FLASHING CONT.
SEALANT
DIVERTER
FLASHING
ROOF MATERIAL PER
ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS
DRIP EDGE
AT ALL VERTICAL WALL INTERSECTIONS
UNDERLAYMENT (REFER TO
FASCIA WITH ROOF VALLEYS & ROOF CRICKETS,
COVER SHEET) 6" HORIZ..
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C.
FLASHING INSTALLATION
FIGURE 1: FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL
5"x5" METAL FLASHING
TEXTURED, PAINTED wfrAR BETWEEN
EXTERIOR WALL FINISH
LASHING AND SHINGLES
HOLD EXTERIOR
FINISH 2" ABOVE
SHINGLE PER
ROOF
CONTRACT
A I`%
FLASHING
1,,% 1% 1,."
n n n r, r,
100,
CAULKING
0 0
7,
�1001
00
0
"00, 00, \3
TYPICAL ROOF TO
000's'- ose 00\o*
se
bpA ,,\ro
WALL FLASHING DETAIL IG10\3`1
RAKE METAL
LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE —14" 2 EAVES
CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE
FIGURE 2: WALL FINISH WATERPROOFING SHINGLE 71
UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER
DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT
SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR
TOUSE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS
ASPHALT SEALANT: COURSE USED.
EXTEND MIN. 6" ABOVE EMBED EACH SHINGLE IN A 2"
FLAS ING 6 TO 12" DO NOT NAIL WITHIN 6" 0 WIDE STRIP OF ASPHALT
PER PLAN VALLEY CENTERLINE RAGING CEMENT.
SPEC'S.
6" HIGH ROOFING SYSTEM IS CERTAINTEED LANDMARK TL
DIVERTER CUT 2" DIAGONALLY OFF
FLASHING UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY
GALV.'L'FLASHING TRIMMED SHINGLE CERTAINTEED CORPORATION.
TYPICAL.
ROOFING FELT CUT SHINGLES 2" BACK FROM 36"
DRIP EDGE VALLEY CENTERLINE 1 8.1 81, 81, 8" 8" if,
FASCIA EMOVE
SEALANT Ll E
NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING
NAIL$. 3/8" MIN HEADS. 6 PER SHINGLE.
FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL
.... ......
..............
ACCORDANCE WITH
x
ASTMC926 OVER WOOD
CD
2ND FLOOR
EST. 1994 ez�=-
0 _j 0
.j
C=
Go
co
...........
..........
....... .......
.............
.............
ul c;
CEMENT
......
..........
...
............
....
...........
.......
..........
.....
......
... ....
... ...
OVER
CEMENT PLASTER IN
ACCORDANCE WITH
x
ASTMC926 OVER WOOD
CD
2ND FLOOR
EST. 1994 ez�=-
0 _j 0
.j
C=
Go
co
M 0
a z
.2000)
cli M
am
ul c;
CEMENT
PLASTER
66
OVER
BLOCK IST
FLOOR
NOTE:
THE BUILDING PAPER AND
METAL LATH MUST BE
INSTALLED OVER THE TOP
OF THE WEEP SCREED.
7/8"CEMENT PLASTER
IN ACCORDANCE WITH
ASTMC926
APPROVED WEATHER -RESISTANT
MATERIAL Wl METAL LATH IN
ACCORDANCE WITH ASTMC1063
BUILDING PAPER
___-7/16"O.&B,
SHEATHING
METAL
FLASHING
3 1/2"
UNPERFORATED
FLANGE 7/8"
WEEP SCREED
MAINTAIN
BOTTOM OF
WEEP SCREED
11/2" TO 2"
ABOVE ROOF
SHEATHING
I
q
7/8" CEMENT PLASTER IN
ACCORDANCE WITH
ASTMC926
APPROVED WEATHER -RESISTANT
MATERIAL W/ METAL LATH IN
ACCORDANCE WITH ASTMC1063
BUILDING PAPER
7/16" O.S.B.
> SHEATHING
KEEP TOP EDGE OF WEEP
SCREED 2" BELOW TOP OF
BLOCK
VULCUM CAULK BOTTOM
JOINTONLY
METAL FLASHING 3-1/2"
UNPERFORATED FLANGE 7/8"
WEEP SCREED
1/2" CEMENTITIOUS
DECORATIVE FINISH
ALL INSIDE AND
OUTSIDE CORNER
WILL NEED TO BE
MITER CUTAND
CAULKED ALL BUTT
JOINTS NEED TO BE
EMBEDDEDIN
SEALANT USING
VULCUM CAULK FOR
ALL
1/2" CEMENT PLASTER
FINISH
2 1/2" PERFORATED
FLANGE 1/2" WEEP
SCREED
JOB NUMBER 27002,201
CAD FILE NAME LOT 150
ISSUED 05-22-17
REVISED
x
DAVIS BEWS
DESIGN GROVP
Lom-mmmmmmmummmmmoma
CD
u 0
EST. 1994 ez�=-
0 _j 0
.j
C=
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M 0
a z
.2000)
cli M
am
ul c;
6 C4
66
00
E U.= W6)
c �
= Z cy
0
6. (1)
0
z G_
JOB NUMBER 27002,201
CAD FILE NAME LOT 150
ISSUED 05-22-17
REVISED
*INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
SELF -ADHERED FLASHING
DECK JOIST
METAL FLASHING
I I I I %.OR %II- v 0 IIIIII� .
FLASHING DETAIL
GINEERED ROOF RUN KICKOUT FLASHING 6"
'.S AT 24" O.C. PAST EDGE OF ROOF
ROOF PER PLAN
TYPICAL ROOF TO
WALL FLASHING DETAIL PLAN VIEW
THESE DETAILS ARE GENERIC AND MEANT
TO SHOW GENERAL FLASHING AND rLm:)niiNu uE I MiLD
WATERPROOFING METHODS TO BE USED.
DAVIS BEWS
DESIGN GROVP
Lom-mmmmmmmummmmmoma
CD
..........
150 STATE STFXEr EAST
OUXA4AA, FLOPMA 34677
813. 925.1300 TEL
813. 925. 1800 FAX
VMWIDAVISBEW&COM
TAMPA e E>Er4VFP_
EST. 1994 ez�=-
*INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
SELF -ADHERED FLASHING
DECK JOIST
METAL FLASHING
I I I I %.OR %II- v 0 IIIIII� .
FLASHING DETAIL
GINEERED ROOF RUN KICKOUT FLASHING 6"
'.S AT 24" O.C. PAST EDGE OF ROOF
ROOF PER PLAN
TYPICAL ROOF TO
WALL FLASHING DETAIL PLAN VIEW
THESE DETAILS ARE GENERIC AND MEANT
TO SHOW GENERAL FLASHING AND rLm:)niiNu uE I MiLD
WATERPROOFING METHODS TO BE USED.
CD
C=
Go
M 0
a z
ul c;
*INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
SELF -ADHERED FLASHING
DECK JOIST
METAL FLASHING
I I I I %.OR %II- v 0 IIIIII� .
FLASHING DETAIL
GINEERED ROOF RUN KICKOUT FLASHING 6"
'.S AT 24" O.C. PAST EDGE OF ROOF
ROOF PER PLAN
TYPICAL ROOF TO
WALL FLASHING DETAIL PLAN VIEW
THESE DETAILS ARE GENERIC AND MEANT
TO SHOW GENERAL FLASHING AND rLm:)niiNu uE I MiLD
WATERPROOFING METHODS TO BE USED.
L
F
410 ALU. CABLE
x
C. V
A/C
MAIN DISCONNECT
L
0
hryp
L
COMBO - ;QUAq D
AIC,
DISCONK
FLOOD LIGHT F 1110
.2
HORIZ---
MAKE-UP
LIGHTS
G.C. VERIFY LOCA
DEDICATED FREE,
OUTLET IN GARAG
F_
G.F.I
AT 48"
COACH
LIGAT LIGHT
OUTLET +14"
ELEC.
METER
W.P. / G.FJ. FOR
T.U6. SERVICE
ELECTF,ICAL f<,E"r
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET A50YE COUNTER
WEATHERPROOF DUPLEX OUTLET
WAND FAULT INTERRUPTER DUPLEX OUTLET
HALF-5WITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITC44
13 TWREE-WAY SWITCH
14 FOUR-WAY SWITCH
ID DIMMER SWITCH
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
IRECE56ED INCMDESCENT LIGHT FIXTURE
C. LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
#ED FLUORESCENT LIGHT FIXTURE
EXHAUST PAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
RcH CHIMES (OPTIONAL)
PUBHBUTTON SWITCH (OPTIONAL)
CARBON MONOXIDE DETECTOR
SMOKE DETECTOR
SMOKE / CAR30N MONO, COMBO DETECTOR
TELEPHONE (OPTIONAL)
TELEVISION (OPTIONAL)
THERMOSTAT
ELECTRIC METER
ELECTRIC PANEL
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
ROUGH -IN FOR OFT. CEILING FAN
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W1
RMH-N FOR OPT. CEILING FAN
NOTES,
1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTER5 (GF.D AS INDICATED
ON PLANS OR AS ITEM NO. 4 AND 5 BELOW INDICATES.
2, UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE
FOLLOWING HEIGHTS ABOVE FINISHED FLOOR:
SWITCHES ... 4211
OUTLETS .... 1411
TELEPHCe..14" (UNLESS AI5v COUNTERTOP)
TELEVISION.. J411
3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EoUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SIMi. PETE
4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLOR$, LIBRARIES, DENS, SUNROOM6, KCREATION ROOMS,
CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AFL.I.
DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13
5. ALL 15A AND 20A 120v RECEPTACLES LOCATED IN THE GARAGE AND UTILITY
ROOMS SHALL BE GF.C.I. PROTECTED (G.F.Q.
6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
ELECTRICAL WORK 16 IN FULL COMPLIANCE WITH NFP.A. 10, N.E.C. 2011, RIB.C.R. - 5TH
EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, =E6, AND ORDINANCES.
1. EVERY BUILDING HAVING A F0661L-FUEL-BUNNG HEATER OR APPLIANCE,
plKpLAcE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON
MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
PURPOSE$.
a. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN
SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUN ALARMS SHALL HAVE
BATTERY BACKUP. COMBINATION SmoKE/cARBoN MONOXIDE ALARMS SHALL BE
LISTED OR LABELED BY A NATIONALLY KCOGNIZED TESTING LABORATORY.
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W1 APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.
MAIN FLOOR ELECTRICAL PLAN,
GARAGE RIGHT
410 ALU. CABLE
x
r
DAVIS BEWS
DESIGN Gplovp
A/C
MAIN DISCONNECT
EST. 1994 Fz=— I
0
hryp
DISC.
COMBO - ;QUAq D
0
.2
C4
0
TYP.
M4 AND 12 COPPER TO
REFER TO FLOOR
0 0
INSIDE
LIGHTS AND OUTLETS
PLAN FOR NOTED
MAIN DISC.
3�E
PANEL
MO COPPER TO
AMFS. REQUIRED
0
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WATER HEATER
UNDERGROUND
L____j-18
COPPER TO RANGE
SERVICE BY
POWER COMPANY
$4 COPPER TO 5/8" GROUND ROD
AL50 SERVICE TO BE BONDED
TO FOOTING STEEL
ELECTRICAL
RISER DIAGRAM
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W1 APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.
MAIN FLOOR ELECTRICAL PLAN,
GARAGE RIGHT
JOB NUMBER 27002.201 *
CAD FILE NAME LOT 150
ISSUED 05-22-17
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MAIN FLOOR ELECTRICAL
PLAN
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DAVIS BEWS
DESIGN Gplovp
150 SrATE STRFZr EAST
OUXMAlt, FLORMA 34677
8n. 92s . i3oo TEL
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MAIN FLOOR ELECTRICAL
PLAN
SHEET
4A
HORIZ
MAKE -
LIGHT,'
G.C. VERIFY LOCATION OF
(4) RECESSED CAN LIGHTS
IN FAMILY ROOM
G.C. VERIFY LOCATION
FOR CEILING PAN
PRE -Wins
* * * * I
ELECTfRICAL <E"�
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
WEATHERFROOF DUPLEX OUTLET
Q�.Fl GROUND FAULT INTEMPTER DUPLEX OUTLET
Q-- HALF -SWITCHED DUPLEX OUTLET
Fa SPECIAL PURP06E OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
13 THREE-WAY SWITCH
14 FOUR-WAY SWITCH
ID DIMMER SWITCH
CEILING MOUNTED INCANDESCENT LIGHT FIXTUFE
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
RECESSED INCANDESCENT LIGHT FIXTURE
C. LIG44T FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLUORESCENT LIGHT FWURE
EXHAUST FAN
EXHAUST FAN/LlGi4T COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
[511 CHIMES (OPTIONAL)
Ei PU6WI5UTTON SWITCH (OPTIONAL)
CARBON MONOXIDE DETECTOR
Me DETECTOR
SMOKE / CARBON MONO. COMBO DETECTOR
I< TELEPHONE (OPTIONAL)
TELEVISION (OPTIONAL)
THERMOSTAT
P5 ELECTRIC METER
Am ELECTRIC PANEL
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
<\ U 1> ROUGH -IN FOR OPT. CEILING PAN
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/
ROUGH -IN FOR OPT. CEILING FAN
NOTES -
1. PROVIDE AND INSTALL GROUND FAULT C11;CUIT-INTERRUPTERS (GP.I) AS INDICATED
ON PLANS OR AS ITEM NO. 4 AND 5 BELOW INDICATE5.
2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE
FOLLOWING eGWT6 ABOVE FIN16HED FLOOR: -
SWITCHES .... 42"
OUTLETS ..... 14"
TELEPHONE ... 14" (UNLESS A13V COUNTERTOP)
TELEVSIOK. .14"
3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
8
SOURCE AND SHALL BE EQUIFFED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE PETECTO
4. ALL 15A AND 20A RECEPTACLE$ IN SLEEPING ROOMS, FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLOR% LIBRARIES, DENS, SUNROOM6, RECKATION ROOMS,
CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AFL.I.
DEVICE AND TAMPER -PROOF F4ECEPTACLES PER N.E.C. 2011406.12 AND 406.13
5. ALL 15A AND 20A 120V RECEPTACLE$ LOCATED IN THE GARAGE AND UTILITY
ROOMS SHALL BE GF.Cl PROTECTED (GFJ)
6. IT 15 THE FZESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE TWAT ALL
ELECTRICAL WORK 16 IN FULL COMPLIANCE WITH NF.P.A. 10, N.E.C. 2011, FB'C.R. - 5TH
EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
1. EVERY BUILDING HAVING A POSSIL-FUEL-5URNING HEATER OR APPLIANCE,
FIREPLACE, OR AN ATTACHED GARAGE SHALL WAVE AN OPERATIONAL CARBON
MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
PURPOSES.
6. ALARMS SHALL RECEIVE THEIR PRIMARY POWER I" THE BUILDING WIRING WHEN
SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE
BATTERY BACKUP. COMBINATION SMOKEICARBON MONOXIDE ALARMS SHALL BE
LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY,
UPPER FLOOR ELECTRICAL PLAN.
GARAGE RIGHT
0 JOB NUA48ER 27002.201 0
CAD FILE NAME LOT 150
ISSUED 05-22-17
REWSED
10 0
x
2
DAVIS BEWS
100
DESIGN GROVP
.1
0
0
N-
OUXMM, FLORMA 34677
813. 9Q5 . 1300 TEL
80. 925. 1800 FAX
WWWDAVISBEW&COM
TAMPA e nENVEP-
EST. 1994 ez=— I
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TITLE
UPPER FLOOR ELECTRICAL
PLAN
SHEET
L 4 B
("C-3)
DAVIS BEWS
L-
DESIGN GROVP
.1
150 STAM STREEr EAST
OUXMM, FLORMA 34677
813. 9Q5 . 1300 TEL
80. 925. 1800 FAX
WWWDAVISBEW&COM
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TITLE
UPPER FLOOR ELECTRICAL
PLAN
SHEET
L 4 B
METAL COATINGS FOR USr WITH PRES9URE TREATED WOOD
ENERAL NOTE6
IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,
SHEET TITLE
METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL
FOUNDATIONS
AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF
OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES.
1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A
MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM
MINIMUM G50 ZINC COATING
BEARING CAPACITY 2000 PSF
2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
TERMITE TREATMENT
(NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING.
ROOF FRAMING PLAN
3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE
THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE
PRESERVATIVE WOOD TREATER.
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES
PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT
SD1
(BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS
OF PRESSURE TREATED WOOD.
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
PREFABRICATED WOOD TRUSSES
CONSUMER SERVICES.
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR
GENERAL DETAILS
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT
CAST IN PLACE CONCRETE
CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL
2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT,
FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES.
THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED,
AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.
PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS
2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO
AND STRUCTURAL PLANS FOR MORE INFO.
ASTM A-615 GRADE 40.
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4
DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE
WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN
CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY
THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF.
TRUSS ENGINEER OF RECORD
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND
LATEST EDITION OF ANSI TPI 1.
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301,
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING
MANUFACTURER UNLESS NOTED ON PLANS
BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
AT EACH END SHALL BE PROVIDED.
TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS.
TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE
TRUSS DESIGN LOADS:
CENTER TO UPPER 1/3 OF THE SLAB.
TOP CHORD: Lr = 16 PSF
BOLTS AND THREADED RODS
DL 7 PSF (SHINGLE TYPE ROOF COVER)
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.)
DL 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER)
2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS
DL 14 PSF (TRUSS OVERBUILD)
FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF
BOTTOM CHORD: DL = 5 PSF
HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE
MINIMUM FLOOR DESIGN LIVE LOADS:
OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153.
A)FLOORS=40PSF B) BALCONIES =60 PSF/ 100 PSF (IF BALCONY> 100SQ FT)
3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE
C) DECKS = 40 PSF D) STAIRS = 40 PSF
OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN
E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O.
fle'lZOMAKIt'r- WITU ACTRA 0 aOr, fi AQQ Ar. AAWIRA"KA
MINIMUM FLOOR DESIGN DEAD LOADS:
11%%� I
MASONRY WALL CONSTRUCTION A) FLOORS = 16 PSF B)BALCONIES = 15 PSF
1 H01 I 01AI I OAD BEARING UNITS SHALL BE NORMAL WEIGHT GRADE N TYPE 2 GENERAL LOADING:
INDEX OF DRAWINGS
SHEET
SHEET TITLE
S1
STRUCTURAL NOTES
S2
FOUNDATION PLAN
S3
DOWEL PLACEMENT PLAN
S4
FIRST FLOOR FRAMING PLAN
S4.1
NOTES & CONNECTOR LEGEND
S4.2
ROOF FRAMING PLAN
S5
LINTEL PLAN
S6
MODEL SPECIFIC DETAILS
SD1
FOUNDATION DETAILS
SD2
GENERAL DETAILS
SD3
GENERAL DETAILS
SD4
GENERAL DETAILS
SD5
TWO STORY DETAILS
SD6
TWO STORY DETAILS
ST1
GENERAL STAIR DETAILS
CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSI I VE STREN I GTH OF 1 2000
ATTIC WITHOUT STORAGE = 10 P-Ew
ATTIC WITH LIMITED STORAGE = 20 PSF
PSI (f m = 1900 PSI)
GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270
GUARDRAILS IN -FILL COMPONENTS = 50 PSF
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111.
GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS
4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE
-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS
SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI,
-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS
RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING
FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE
-MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE
PLACED IN CENTER OF MASONRY CELL W1 MIN 1/2" CLEARANCE TO INSIDE FACE.
TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS
6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK
LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM
WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE
EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3)
FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR
12d TOENAILS EACH END.
POSITIONERS IN MIDDLE OF WALL
-TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 450 FROM VERT. TO EA. TRUSS
7, REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O.
MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10--0" MAX AND
8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND
EQUALLY SPACED FROM END OF TRUSS. `X" BRACING TO START 20'-0" MAX FROM #1 HIP
COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND
GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED
FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED.
-PERMANENT 2x4 SPF #2 (MIN.) CONT, LATERAL TRUSS BOTTOM CHORD BRACING
10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/211
PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W11N TRUSS SPAN OR PER TRUSS
11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL
DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST
LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO
ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD.
CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED.
-INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS
12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING
AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O.
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO
TABLE WITHIN BCSI-B3).
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION.
-AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d
14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W1
TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND
EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE
1K1nIr-.ATF=D BLOCKING ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2
CONSOLIDATION.
WOOD CONSTRUCTION
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC.
STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING),
SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT, NO. 2 GRADE SHALL BE USED
REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED
LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND)
CONDITIONS. E.0,R. TO REVIEW IF INSTALLED.
3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED
WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL
BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM
NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD.
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY
(MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY
SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE
DESIGNED AND DETAILED BY OTHERS.
6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE
CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL
HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH
SIMPSON HSS2 STUD SHOES, TYP U.N.O.
7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE
CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST
CORROSION, FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED
GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES
NOT.
8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR
MASONRY IS TO BE PRESSURE TREATED.
9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
WOODEN TOP PLATES.
10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS
ENGINEERED LUMBER
ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN
VALUES AS FOLLOWS:
COLUMNS BEAMS STUD
E = 1,700,000 Ib/in2 U.N.O. E = 2,000,000 Win 2 U.N.0, E = 1,500,000 Win 2 U.N.O.
Fb= 2650 Fb =3000 Fb =2200
Ft 1650 Ft 1700 Ft 1500
Fc 11= 3000 Fc 11= 3000 Fc 11= 2100
Fc = 450 Fc = 900 Fc = 450
Fv =285 Fv 285 Fv 150
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN
CONDITION U.N.O.
CEILING CONSTRUCTION
1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS
OTHERWISE SPECIFIED.
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN
LIVING SPACE IS ABOVE THE GARAGE.
UNDER STAIR PROTECTION
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR
BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN
BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)
DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3.
6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING
POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
FIELD REPAIR NOTES
1. OMITTED REBAR
DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR
INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING
BEND).
2. STRAPS/CONNECTOR SUBSTITUTION
MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT
& LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL
MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED.
3. STAIR CONSTRUCTION
2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.)
4. METAL STUD SUBSTITUTION
WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS
5. OMITTED J -BOLT
-1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH
MIN. 7" EMBEDMENT.
-1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"
J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
6. -.MORTAR JOINTS
FOR BED JOINTS 1/2%1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ D)
-FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN.
"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2)
COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W1IN THE SPECIFIED TOLERANCES,
THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG
-FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
VERT. REINF. IN EA. CELL, CONT. PER PLAN.
7. OVERHANGING CMU WALL
-FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT.
CELLS PER PLAN.
-FOR CMU OVERHANGING FOUNDATION FROM GROUT FILL FIRST (3) COURSES
IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN
-FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS.
STRUCTURALSTEEL
1 . MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE
STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy
35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI.
2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS
SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)
BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/81, DIA.
TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL
CONFORM TO ASTM F1 554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE
PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED
CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE
�X16" UNO.
3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES,
SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS,
FASTENERS, LOAD, AND TOLERANCES.
4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY
ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.
5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD
C! e1^K1Mn0RAAK1t'C WITU DI AKIC AKIM QDIZrQ /11= 13PnV1n1=r))
DESIGN PRESSURES
WIND DESIGN LOAD INFORMATION
WIND SPEED (ULTIMATE) 139 mph
WIND SPEED (ALLOWABLE) 108 mph
WIND EXPOSURE B
RISK CATEGORY 11
BUILDING TYPE V B
ENCLOSURE CLASSIFICATION ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/-0.18
CREATED ELEV. C w/ EXT. LANAI w/ BFS TRUSSES
PER WPK-188
WIND PRESSURE & SUCTION
EFFECTIVE
(PSF)
WIND
(+)VALUE DENOTES PRESSURE
AREA (SQ FT)
(-) VALUE DENOTES SUCTION
AREA
G)
(D
21.2
21.2
10
22.9
28.3
20.2
20.2
20
22.0
26.4
19.0
19.0
50
20.8
0 23.9
18.0
(+) 18.0
100
1 .8
R 22,0
GARAGE DOORS
9'-0" x T-0"
161-011 X 71-011
--7+718.4
(+)17.7
(-)20.9
(-)19.7
WIND PRESSURE/
SUCTION DIAGRAM 5 5
4 a
6
STANDARD DESIGN PRESSURE NOTES
1 . ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA
BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED
ON LINEAR INTERPOLATION FOR THIS SITE.
2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME
IS 15FT, 2 STORY HOME IS 30FT
3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET
ULTIMATE WIND PRESSURES.
4. "a" = END ZONE IS ONLY WtIN 5'-0" OF ALL EXTERIOR
BUILDING CORNERS.
5. INDICATED PRESSURES CAN BE INTERPOLATED FOR
OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED
WITH THE LOWER EFFECTIVE AREAS.
6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS
140 MPH OR GREATER IS CONSIDERED TO BE IN THE
WIND -BOURNE DEBRIS AREA, OPENING PROTECTION
REQUIRED. REFER TO SECTION R301.2.1.2 OF THE
RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS
OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO
TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS
UPDATES
NUMBER
DATE
DESCRIPTION
1
2/17/2017
CREATED ELEV. A STD w/ BFS TRUSSES PER TB -85
AND A w/ EXT. LANAI w/ BFS TRUSSES PER TB -288
2
3/16/2017
CREATED ELEV. C w/ EXT. LANAI w/ BFS TRUSSES
PER WPK-188
3
4
5
6
7
8
9
10
SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH 11,40r1r_%a 1 IV1140 1 %a F.INQUr\
(12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER.
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. Any use, duplication, or transfer ofthese documents without the expressed, written consent ofMONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited.
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SCALE: AS INDICATED
DATE: 06/09/2017
S1
FOUNDATION NOTES:
W
1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE
LAPPED MIN. 6" AND SEALED.
0
2. PROVIDE 3-1/2" 300OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE
30'-0" MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON
2 STORY FOOTING COMPACTED FILL (FIBER MESH MAY BE USED ILO Will WHEN FIBER
10 MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT
141-011 14 161-0" 7o, CODE EDITION.
3. VERT. #6 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM
% ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.
LAP SPLICES SHALL BE NO LESS THAN 25".
4. CONSULT WIMAN. SPECIFICATIONS PRIOR TO POURING OR z
L T RECESSING DOOR SILLS. 0
r
2 1 1 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.
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1 9 SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)
4F 0 8'�
9
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2 USE ALTERNATE APPROVED METHOD.
IT -1011
7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY
— — — — — — — — — — — — — — — \— COMMUNITY & COUNTY CODES.
8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL
SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE
AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
NOTE: WIDEN FOOTING 9. NO WOOD STAKES PERMITTED IN FOUNDATION.
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Zii T21NG
SGD,
TIE INTO TO MAI DETERMINE STEP LOCATIONS IF REQUIRED
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4FO6 %
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FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE Z 0
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CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO 0
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SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,
COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS
CN9 DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR).
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30--0"
ol QC CHECK: cc
JOB No. TM - 2170946
SCALE: AS INDICATED
DATE: 06/09/2017
FOUNDATION PLAN
1/4111111=1111-011 S2
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. is strictly prohibited. I
V -41f 1314" 1'-4v'
SYMBOLSLEGEND
E INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG.
TO TIE BEAM (6'-0" O.C. MAX U.N.O.).
0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.
TO TIE BEAM.
0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
INDICATES 450 CORNER BLOCK GROUT FILLED WITH (2) VERT.
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QC CHECK: cc
JOB No. TM - 2170946
-------- - ----
SCALE: AS INDICATED
DATE: 06/09/2017
DOWEL LAYOUT PLAN_
1/4'1=11-011 S3
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC. is strictly prohibited. I I
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QC CHECK: cc
JOB No. TM - 2170946
-------- - ----
SCALE: AS INDICATED
DATE: 06/09/2017
DOWEL LAYOUT PLAN_
1/4'1=11-011 S3
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC. is strictly prohibited. I I
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QC CHECK: cc
JOB No. TIM - 2170946
SCALE: AS INDICATED
FIRST FLOOR FRAMING PLAN DATE: 06/09/2017
NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-011 S4
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. Any use, duplication, or transfer ofthese documents withoutthe expressed, written consent ofMONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC. is strictly prohibited.
BEARING WOOD WALL SCHEDULE
TAG
STUD
LUMBER
CONNECTION & FASTENERS
I
UPLIFT
CAP.
BLOCKING
TOP
BOTTOM
16d
SPACING
SPECIES
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161
SPF
(3)12d
TOENAILS
(3)12d
TOENAILS
NO
UPLIFT
MID -SPAN
ON MASONRY: (1) SIMP. MSTAM24
4x4 SYP #2 POST
1611
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 PIf
MID -SPAN
3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL
(1)ply 1985
(2)ply 1900
1611
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pif
ird. PT.
PLATE
3-1/2'W" ENGINEERED LUMBER COLUMN PER STRUCTURAL
12f'
SPF
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
FRAME TO FRAME
5-1/4"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTURAL
121t
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 PIf
MID -SPAN
COVER NOTES.
12"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
ird. PT.
3 1/2" X 117/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL
16"
SYP
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
STANDARD COLUMN NOTES
1611
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pif
MID -SPAN
4x4: ABU44 w/(12)16d NAILS & J'EPDXY ANCHOR WMIN.
7" EMBEDMENT
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
1 d. PT.
3r
4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND
12"
SYP
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
MGT w/(22)10d I" EPDXY ANCHOR W/SIMP. SET EPDXY MIN.
12"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 PIf
MID -SPAN
12"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDSI'160
plfj�lrd.
PT.
3640
4235
TOPOST: SIMP.HTS20ORLSTA18
SET EPDXY MIN. 7" EMBEDMENT
TOBEAM: SIMP.HUC410w/(18)16d&
STANDARD BEARING WALL W/THREADED ROD NOTES
1 . VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O.
2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED
WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE
W/ (3) 12d TOENAILS
3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R.
4. IF "BW"CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD
CONNECTIONS.
5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS.
6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2)12d TOENIALS EACH END.
7. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" BELOW LOWEST SLAB
ELEVATION AT STEP) w/ SIMPSON SET EPDXY. SEE ABOVE FOR
SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON
INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND
2"x2"x1/8" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY
FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE
CONNECTIONS.
8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L
BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS
INDICATED WITH BW1, BW4, BW7, & BW110. THESE WALLS ARE ONLY
SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS
ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE
CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT
ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D.
9, AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF
THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO.
AND DETAILS.
10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2
U.N.O. ON PLAN.
11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL
WF09/SD3 U.N.O. ON PLAN.
12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE
CONNECTION: CONTRACTOR TO INSTALL THREADED ROD w/in 6" OF
COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8")
13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR
FOR FURTHER REVIEW.
14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX.
ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d
TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS
INSTALL NON-BEARING WALL STUDS @16"o.c, A SINGLE BASE PLATE
(P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE
I'GAP FROM TRUSS TO TOP PLATE AND ATTACH USING
LEAVE A4'
EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE
w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS.
COLUMN SCHEDULE
STANDARD NAIL
(2)2X4 SPF #2 BUILT UP STUD COLUMN
8d
(3)2X4 SPF #2 BUILT UP STUD COLUMN
10d
(4)2X4 SPF #2 BUILT UP STUD COLUMN
12d
(2)2X6 SPF #2 BUILT UP STUD COLUMN
16d
(3)2X6 SPF #2 BUILT UP STUD COLUMN
8d RING SHANK
(2)2X8 SPF #2 BUILT UP STUD COLUMN
<8>
(3)2X8 SPF #2 BUILT UP STUD COLUMN
<8>
(3)2X4 SYP #2 BUILT UP STUD COLUMN
2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL
(2)2X6 SYP #2 BUILT UP STUD COLUMN
ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S
(2)2X8 SYP #2 BUILT UP STUD COLUMN
ON MASONRY: (1) SIMP. MSTAM24
4x4 SYP #2 POST
:2)2xl2 #2 SYP w/J'FLITCH PLATE
6x6 SYP #2 POST
<8>
8x8 SYP #2 POST
(1)ply TRUSS (10) 1 Od x 1 "' NAI LS
3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL
(1)ply 1985
(2)ply 1900
COVER NOTES
B2x10
ENGINEERED LUMBER COLUMN PER STRUCTUAL
<83-1/2"x5-1/4"
>
COVER NOTES.
PLATE
3-1/2'W" ENGINEERED LUMBER COLUMN PER STRUCTURAL
H10A w/(18)10d x 11" NAILS OR
2
COVER NOTES.
H10A 1015
3-1/2"x9-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL
(2)1.75"x9.26" LVL
COVER NOTES,
FRAME TO FRAME
5-1/4"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTURAL
H10A-2 1245
COVER NOTES.
HTS20 w/(24)1 Od x 1 il' NAILS
2
5-1/4"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL
1245
COVER NOTES.
TO MASONRY: SIMP. HU410 OR HUC410 wl(10)10d
7x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL
PLATE
COVER NOTES.
H3x12
3 1/2" X 117/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL
(2)HTS20 w/(24)1 Od x 1 NAILS
COVER NOTES.
2490
5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL
SEE PLAN FOR WALL WIDTH
COVER NOTES.
STANDARD COLUMN NOTES
1. NAIL ALL BUILT-UP STUDS PER DT L. WF08/SD4.
2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T.
OR WOLMANIZED.
3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID
POSTS. AT EXTERIOR CONDITIONS
4x4: ABU44 w/(12)16d NAILS & J'EPDXY ANCHOR WMIN.
7" EMBEDMENT
6x6: ABU66 w/(12)16d NAILS & " EPDXY ANCHOR WMIN.
8
7" EMBEDMENT
8x8: ABU88 w/(18)16d NAILS & (2)t'EPDXY ANCHORS w/
MIN, 7" EMBEDMENT
4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND
BASE PLATE U.N.O. ON PLANS.
5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
NAIL SCHEDULE
STANDARD NAIL
GENERAL DIAMETER/ LENGTH
8d
.131 " x 2?
10d
.148" x 3"
12d
.148" x 3-t'
4
16d
.162" x 3?
8d RING SHANK
.113" x 2�
NAILING NOTES
1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS
LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH
INDICATED.
2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL
LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS
ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S
BEING ATTACHED TO.
� : - ] , �il I 111111-L ':1 �'
CONNECTOR SCHEDULE
TAG
BEAM SIZE
CONNECTIONS
VALUES
VALUES
TAG
SIMPSON CONNECTOR
TYPE
SPF(Ib)
SYP(Ib)
El
META16 w/(7) 10dxl"' NAILS OR
FRAME TO CMU
1450
1450
H2x10
META20 w/(7) 10d x 1�'NAILS
TAPCONS
W
z
ON MASONRY: (1) SIMP. MSTAM24
(2)META16 OR (2)META20
:2)2xl2 #2 SYP w/J'FLITCH PLATE
TOPOST: SIMP.HTS20ORLSTA18
F2]
(1)ply TRUSS (10) 1 Od x 1 "' NAI LS
FRAME TO CMU
(1)ply 1985
(2)ply 1900
(1)ply 1985
(2)ply 1900
B2x10
(2)ply TRUSS (12) 16d x 11"NAILS
2
TO MASONRY: SIMP, HU41 0 OR HUC4 10 w/(l 0)1 Od
H3.5x7.25
PLATE
NAILS & (18)T'x2t'TAPCONS
H10A w/(18)10d x 11" NAILS OR
2
H10A 1015
H 1 OA 1340
(2)1.75"x9.26" LVL
(2)ply TRUSS H10A-2 w/(18) 10d x 1�'NAILS
FRAME TO FRAME
H10A-2 1070
H10A-2 1245
H5.5xl 1.25
HTS20 w/(24)1 Od x 1 il' NAILS
2
FRAME TO FRAME
1245
1460
TO MASONRY: SIMP. HU410 OR HUC410 wl(10)10d
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
PLATE
NAILS & (1 8)1"x2j" TAPCONS
H3x12
PLATE BETWEEN PLIES
(2)HTS20 w/(24)1 Od x 1 NAILS
FRAME TO FRAME
2490
2900
SEE PLAN FOR WALL WIDTH
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
TOBEAM: SIMP.HUC410w/(18)16d&
V-0" TO 3'- 11 "
1
n6
H2. 5A w/(1 0)8d
FRAME TO FRAME
535
600
El
MTS1 2 w/(14)1 Od x 1�'NAILS
FRAME TO FRAME
860
1000
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
TOPOST: SIMP.HTS20ORLSTA18
F81
MGT w/(22)10d I" EPDXY ANCHOR W/SIMP. SET EPDXY MIN.
FRAME TO CMU
3140
3140
(2)1.75"xl 1.875" LVL
7" EMBEDMENT
NAILS & (1 8)T'x2t'TAPCONS
HTT4 w/(l 8)16d x 2�' NAILS & " EPDXY ANCHOR WSIMP.
8
FRAME TO CMIJ
3640
4235
TOPOST: SIMP.HTS20ORLSTA18
SET EPDXY MIN. 7" EMBEDMENT
TOBEAM: SIMP.HUC410w/(18)16d&
HGT-2 w/(16)10d NAILS w/28" EPDXY ANCHOR w/SIMP. SET
FRAME TO CMU
6280
6280
EPDXY MIN. 5" EMBEDMENT
NAILS & (1 8)T'x2 &TAPCONS
in,
HTSM16 w/(8)10d NAILS & (4) T'x 2Z"' TAPCONS
FRAME TO CMU
1020
1175
n12
LSTA1 8 w/(l 4)1 Od NAILS
HEADER TO STUDS
11 10
1235
n13
(2)LSTAI 8 w/(l 4)1 Od NAILS
HEADER TO STUDS
2220
2470
n14
LSTA1 8 w/(l 4)1 Od NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
833pif
928plf
R5
LSTA24 w/(18)10d NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
1235
1235
n16
MSTC28 w/(36)16d SINKERS CENTERED
STUDS TO BEAM/GT
2980
3455
OF 1/4" X 3 1/2" SIDS SCREWS @ 24" O.C. EACH SIDE
MSTC40 wl (52)16d SINKERS CENTERED
STUDS TO BEAMIGT
4305
4745
H
LTT20B w/(l 0) 1 Od NAILS & E'EPDXY ANCHOR WSIMP, SET
8
COLUMN TO FTG. OR
1290
1300
6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS
EPDXY MIN. 7" EMBED.
CMU
HTT4 w/(18) 16d x 2j" NAILS w/r'EPDXY ANCHOR WSIMP.
SET EPDXY MIN. 7" EMBED. -AT LVL/PSL COLUMNS USE
COLUMN TO FTG.
3640
4235
(18)#10x1Ij" SD SCREWS INSTEAD OF NAILS
(3)HTS20 w/(24)10d x 1j" NAILS
FRAME TO FRAME
3735
4350
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4"
FRAME TO CMU
2420
2800
TAPCONS
n22
SIMPSON HGUS 5.50/10 W/ (62) 16d NAILS
IRDER TO COLJ BEAM
9100
4095
El
HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON
FRAME TO CMU
GRAVITY:5085
GRAVITY:5085
TITENS & (10) 10d NAILS
UPLIFT:1810
UPLIFT:1810
n24
HUS26 TO LEDGER W1(14)16d NAILS AND TO TRUSS
FRAME TO FRAME
1335
1550
W/(6)16d NAILS
n25
HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO
FRAME TO FRAME
GRAVITY:2126
GRAVITY:2125
COLUMN
UPLIFT:3290
UPLIFT:3290
LTT20B W/(l 0) 1 Od NAILS & a" EPDXY ANCHOR w/SIMP. SET
8
FRAME TO CMU
1290
1300
EPDXY MIN. 7" EMBED.
STANDARD CONNECTOR NOTES
1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN.
AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS
SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @
24"o.c. OR 32"o.c.)
CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c.
MAX. AND (2) AT EACH CORNER.
2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2
FOR 2 -PLY U.N.O. ON PLAN
3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR.
IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS.
4. CONNECT ALL INTERIOR FLOOR TRUSSESMOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS.
5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN.
6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16
STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS.
IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW.
STANDARD HEADER NOTES
1. VERIFY mw/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER
LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R.
2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN, ATTACH STUDS TOGETHER FOLLOWING
DTL. WF08/SD4.
3. NAIL #2 SYP HEADER PLIES TOGETHER USING:
(2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND �2X8 HEADERS.
(3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2XIO AND 2X 2 H
NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY.
CONTACT E.0,R. IF MEMBERS BUCKET INTO HEADER
4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE.
5. IF MORE THEN (I)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO
HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R, FOR REQ'D. WOOD SCREWS.
6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R.
7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
8. SEE DTL. WF09/SD3 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND
FLOOR NOTES FOR MORE INFO.
MMEMN"
BEAM SCHEDULE
TAG
BEAM SIZE
CONNECTIONS
H2x6
(2)2x6 #2 SYP w/iffLITCH PLATE
TOPOST: SIMP.HTS20ORMSTA118
1/4"=11-011
TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS
H2x8
(2)2x8 #2 SYP
TO MASONRY: SIMP. HU48 OR HUC48
B2x8
WITH 1/2" FLITCH
w/(6)1 Od NAILS & (1 4)�Wt'
H2x10
PLATE
TAPCONS
W
z
ON MASONRY: (1) SIMP. MSTAM24
H2x12
:2)2xl2 #2 SYP w/J'FLITCH PLATE
TOPOST: SIMP.HTS20ORLSTA18
TOBEAM: SIMP.HUC410w/(18)16d&
H3.5x6.5
(2)2x 10 #2 SYP
(10) 10d NAILS
B2x10
WITH 1/2" FLITCH
TO MASONRY: SIMP, HU41 0 OR HUC4 10 w/(l 0)1 Od
H3.5x7.25
PLATE
NAILS & (18)T'x2t'TAPCONS
ON MASONRY: (1) SIMP. MSTAM24
H3.5x9.25
(2)1.75"x9.26" LVL
TOPOST: SIMP.HTS20ORLSTA18
TOBEAM: SIMP.HUC410w/(18)16d&
H5.5xl 1.25
(2)2xl2 #2 SYP
(10) 10d NAILS
B2x1 2
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 wl(10)10d
PLATE
NAILS & (1 8)1"x2j" TAPCONS
H3x12
PLATE BETWEEN PLIES
ON MASONRY: (2) SIMP. MSTAM24
HEADER SUPPORT # JACKS/KINGS
REQD. @ OPENING
TOPOST: SIMP.HTS20ORLSTA18
SEE PLAN FOR WALL WIDTH
OPENING SIZE
TOBEAM: SIMP.HUC410w/(18)16d&
V-0" TO 3'- 11 "
1
(10) 10d NAILS
B3.5x11.25
(2)1.75"x11.25"LVL
TO MASONRY: SIMP, HU41 0 OR HUC41 0 w/(l 0)1 Od
8'-0" TO 9'-11"
2
NAILS & (18)T'x223r" TAPCONS
10'-0" TO 12'-0"
3
ON MASONRY: (2) SIMP. MSTAM24
TOPOST: SIMP.HTS20ORLSTA18
TOBEAM: SIMP.HUC410w/(18)16d&
(10) 10d NAILS
B3.5xl 1.875
(2)1.75"xl 1.875" LVL
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l 0)1 Od
NAILS & (1 8)T'x2t'TAPCONS
ON MASONRY: (2) SIMP. MSTAM24
TOPOST: SIMP.HTS20ORLSTA18
TOBEAM: SIMP.HUC410w/(18)16d&
(10) 10d NAILS
B3.5x16
(2) 1.75"xl 6" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
NAILS & (1 8)T'x2 &TAPCONS
ON MASONRY: (2) SIMP. MSTAM24
TOPOST: (2)SIMP.HTS20ORLSTA18
ON MASONRY: (2) SIMP. MSTAM24
B5.25x16
(3) 1.75"xl 6" LVL
U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS
OF 1/4" X 3 1/2" SIDS SCREWS @ 24" O.C. EACH SIDE
TOPOST: (2)SIMP.HTS20ORLSTA18
ON MASONRY: (2) SIMP. MSTAM24
B3.5x2O
(2) 1.76'40" LVL
" U.N.O.FASTEN LVIL PLIES TOGETHER USING (4) ROWS
OF 1/4" X 3 1/2" SIDS SCREWS @ 24" O.C. EACH SIDE
STANDARD BEAM NOTES
1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C.
(TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM
2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d
NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM
3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END)
4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS.
5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN
APPROVAL FROM THE E.O.R.
6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS
HEADER SCHEDULE
TAG
HEADER
FASTENERS
H2x6
(2)2x6 #2 SYP w/iffLITCH PLATE
ATTACH KING STUD TO HEADER w/(6)
1/4"=11-011
16d NAILS
H2x8
(2)2x8 #2 SYP w/J'FLITCH PLATE
ATTACH KING STUD TO HEADER w/(8)
6
z
0
16d NAILS
H2x10
2)2x10 #2 SYP w/j" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(10)
W
z
16d NAILS
H2x12
:2)2xl2 #2 SYP w/J'FLITCH PLATE
ATTACH KING STUD TO HEADER W/(10)
16d NAILS
H3.5x6.5
(2)1.75"x5.5" LVL
ATTACH KING STUD TO HEADER w/(6)
16d NAILS
H3.5x7.25
(2)1.75"x7.25" LVL
ATTACH KING STUD TO HEADER w/(8)
16d NAILS
H3.5x9.25
(2)1.75"x9.26" LVL
ATTACH KING STUD TO HEADER w/(l 0)
16d NAILS
H5.5xl 1.25
(3)1.75"xl 1.25" LVL
ATTACH KING STUD TO HEADER w/(12)
16d NAILS
(3) 2x12 #2 SYP w/ FLITCH
ATTACH KING STUD TO HEADER wl(10)
H3x12
PLATE BETWEEN PLIES
16d NAILS
HEADER SUPPORT # JACKS/KINGS
REQD. @ OPENING
SEE PLAN FOR WALL WIDTH
OPENING SIZE
JACKS @ EA. END KINGS @ EA. END
V-0" TO 3'- 11 "
1
1
4'-0" TO 7'- 11 "
2
2
8'-0" TO 9'-11"
2
3
10'-0" TO 12'-0"
3
4
ROOF NOTES:
1 . THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN.
2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND
ELEVATIONS FOR BEARING HEIGHTS.
3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED.
CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED.
4, FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS
AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W1
SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS
BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL wl SIMPSON DTC OR (2)
12d TOENAILS.
5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE
CONTINUOUS FROM FLOOR TO CEILING.
6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING
ADDITIONAL LOADS:
A) ALL CEILING HUNG SOFFITS AND SOFFITS
WITH CABINETS AS SHOWN ON PLANS.
B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS.
7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS
OF ALL HARDWARE BEFORE INSTALLATION.
8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT
EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS
DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO.
9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER.
THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY
TRUSSES
10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS
ABOVE THE GARAGE.
11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN
PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT.
OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO
CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP
DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW
AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE
PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS
SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR
INS 11
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TRUSS FABRICATION PRIOR 10 1 HIS REVILW lo NU I t.XUVIOCU, Pki-qu I ric 10
LAN. IF 0
NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE P j
CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS U_
LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD.
12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE
ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND
BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE U
ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED 0
AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. 0
CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER
THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION.
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NAILING SCHEDULE:
ROOFS: Im
ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE)
FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6"
O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND
6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR
TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF
SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE z
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ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. Uj
AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER 06
EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. z 0 (D
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EXTERIOR WALLS: 0 Uj
SEE WF10/SD4 FOR MORE INFO.
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NAILS: Uj 0 < 9 E
NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 1 06 0 X U51 if
ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, Q J j ,
HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE Uj 2: �o
EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY § _j 6
TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 0 1-- Uj 0
STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL �- I..
BE IN ACCORDANCE WITH ASTM A 153, 1-- 0
LU
APA SHEATHING NOTE: LL!
24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED 7- Z
PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END W
WITH (3) 1 Od TOENAILS.
FLOOR FRAMING NOTES
GENEIRAL NOTES
1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO.
2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS,
3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF
LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR
TRUSS DESIGN.
NAILING SCHEDULE
FLOOR SHEATHING TO BE T'PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION
PERPENDICULAR TO SUPPORT (FLOOR TRUSSES).
NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL
SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE
EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD.
NOTES:
1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL
MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT.
2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE
MANUFACTURER.
3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND
ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH
DIMENSIONS NOT SHOWN HERE.
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JOB No. TM - 2170946
SCALE: AS INDICATED
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TRUSS FABRICATION PRIOR 10 1 HIS REVILW lo NU I t.XUVIOCU, Pki-qu I ric 10
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NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE P j
CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS U_
LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD.
12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE
ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND
BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE U
ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED 0
AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. 0
CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER
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IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE z
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NAILING SCHEDULE:
ROOFS: Im
ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE)
FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6"
O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND
6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR
TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF
SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE z
SPACED NO MORE THAN 24" O.C. (D 0
Pa; �5 Zi rz
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ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. Uj
AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER 06
EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. z 0 (D
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EXTERIOR WALLS: 0 Uj
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NAILS: Uj 0 < 9 E
NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 1 06 0 X U51 if
ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, Q J j ,
HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE Uj 2: �o
EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY § _j 6
TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 0 1-- Uj 0
STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL �- I..
BE IN ACCORDANCE WITH ASTM A 153, 1-- 0
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APA SHEATHING NOTE: LL!
24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED 7- Z
PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END W
WITH (3) 1 Od TOENAILS.
FLOOR FRAMING NOTES
GENEIRAL NOTES
1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO.
2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS,
3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF
LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR
TRUSS DESIGN.
NAILING SCHEDULE
FLOOR SHEATHING TO BE T'PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION
PERPENDICULAR TO SUPPORT (FLOOR TRUSSES).
NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL
SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE
EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD.
NOTES:
1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL
MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT.
2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE
MANUFACTURER.
3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND
ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH
DIMENSIONS NOT SHOWN HERE.
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COPYRIGHT MCD, 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. is strictly prohibited.
JOB No. TM - 2170946
SCALE: AS INDICATED
NOTES & CONNECTOR LEGEND
DATE: 06/09/2017
S4m 1
1/4"=11-011
COPYRIGHT MCD, 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. is strictly prohibited.
I
i LI-rA3n L-11"MAM UCAMMM
ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B
EXTERIOR FRAME WALL
STANDARD 2ND FLOOR FRAMING
SCHEDULE
(TAYLOR MORRISON)
WALLS WITH PLASTER OR STUCCO FINISHES
WALL HEIGHT
STUD & SPECIES
SPACING
INTERIOR ZONE
SPACING
END ZONE
81-0"
NOTES:
16" O.C. MAX
W
91-011
2x4 SPF #1/#2
16" O.C. MAX
16" O.C. MAX
91-4"
2x4 SPF #1/#2
16" O.C. MAX
16" O.C. MAX
co
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M co
101-011
2x4 SPF #1/#2
16" O.C. MAX
12" O.C, MAX
EXTERIOR FRAME WALL NOTES
1 .
2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED
W
Z
TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR
REQUIRED STUD SPACING.
2.
I . ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR
120 U-
& NAILING PATTERN.
2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE
NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF
SHEATHING IS TO BE REMOVED AND REPLACED, IF MORE THAN
50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR
REVIEW OF EXTERIOR STUDS
3.
IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE
0
WALLS. U,N.O. ATTACH SHEATHING PER NAILING SCHEDULE.
4.
SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY.
5,
IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO
FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.0,
U CD
6
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2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR
----
TO FOLLOW THE DETAILS INDICATED BELOW'
OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS
SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR
SHEATHING IS NOT CONTINUOUS)
OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS
SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR
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ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B
EXTERIOR FRAME WALL
SCHEDULE
(TAYLOR MORRISON)
WALLS WITH PLASTER OR STUCCO FINISHES
WALL HEIGHT
STUD & SPECIES
SPACING
INTERIOR ZONE
SPACING
END ZONE
81-0"
2x4 SPF #1/#2
16" O.C. MAX
16" O.C. MAX
91-011
2x4 SPF #1/#2
16" O.C. MAX
16" O.C. MAX
91-4"
2x4 SPF #1/#2
16" O.C. MAX
16" O.C. MAX
co
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101-011
2x4 SPF #1/#2
16" O.C. MAX
12" O.C, MAX
EXTERIOR FRAME WALL NOTES
1 .
2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED
W
Z
TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR
REQUIRED STUD SPACING.
2.
SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS
120 U-
& NAILING PATTERN.
2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE
NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF
SHEATHING IS TO BE REMOVED AND REPLACED, IF MORE THAN
50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR
REVIEW OF EXTERIOR STUDS
3.
IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE
0
MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS
4.
SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY.
5,
IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO
FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.0,
ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B
ROOF FRAMING PLAN
NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, ortransfer ofthese documents without the expressed, written consentofMONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. is strictly prohibited.
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SCALE: AS INDICATED
DATE: 06/0912017
S4.2
CONTRACTOR TO VERIFY
AT CORNERS PRECAST "U"
METAL LATH OR WIRE SCREEN
GRADE60
BAR SIZE
THE GROUT IS LEVEL
PROVIDE
LINTEL W/ 3000
BEND 0
OVER COURSES NOT REQ'D
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21 3/4
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MORE INFO
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MORE INFO
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EITHER SIDE U.N.O.
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TURNED SIDEWAYS.
ATTACH TO MASONRY
WALL W/ SIMPSON HU28-2
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HANGER @ EA. END. W/
MAX. OPENING 4 FT
(14) 1/4" x 2-3/4" TAPCON S
TO MASONRY & (6) 1 Od
NAILS TO HEADER
LINTEL W/ TRANSOM DETAIL
SCALE: 3/4" = V-0"
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
STRUCTURAL ENG: uru I tstu
GRADE40
GRADE60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
.
111311
licil
"D11
"All
"B"
10CH
111)"
#3
17/8
41/4
7
15
21/4
41/4
91/4
18
#4
21/2
55/8
91/2
20
3
55/8
121/2
24
#5
31/8
7
113/41
25
3 1 3/4 _L
7
151/21
30
#6
1 33/4
181/16
14
1 30
41/2
1/16
8 1
+913/166
18112
36
1 #7
1 43/8
19 13/16
16 1/
35
51/4
21 3/4
42
#3 = 2 Y2"
11
f-MUVIUM %ju I ;,w_ %.-3 %ju
FILLED CELL AND REBAR (TYP). MORTAR
JOINTS SHOULD NOT BE CUT
SEE FOUNDATION FOR FOOTINU
= -% Iz—
cr)
00
PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE
LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS:
APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS LLJ
STANDARD LINTELS
STANDARD LINTEL NOTES
CLEAROPENING 8"UNFILLED 8F8-1B/8F8-0B8F16-1B/8F16-0B 8F24-1B/8F24-0B 8F32-1121/19IF32-013 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.
1-41 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY ------ --
21-21' 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 OPENINGS. U.N.O.
21-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107
3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END, ALL RECESSED LINTELS TO HAVE MIN.
X-41' 1006 1663/1349 5365/1999 7342/3123 10000/4249 8" BEARING EA. END
4'41 860 1651/1349 5365/1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN
4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT z
5'-211 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 0
61-21' 488 991/991 2661/2143 5681/2698 6472/3685 F-
71-011 416 752/699 1843/1625 3486/2602 6390/3302 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD a-
81-011 354 726/699 1843/1625 348612255 6205/2885 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS
91-211 315 618/535 1633/1247 2781 /1946 4754/2489 ADEQUATE F TH L A
1 01-01f 292 567/454 1366/1277 2423/1770 4006/2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R,O. SPECIFICATIONS ON PLAN. DIMS -0 W
4-4 Uj
101-8" 277 492/352 1254/1132 2193/1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY
11 1-21f 255 471/352 1075/1075 1838/1567 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.
z
121-0" 239 418/297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL C*
12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS
13'-411 0 328/0 1234/0 1779/0 2662/0
141-011 0 292/0 1160/0 1660/0 2439/0
161-01t 0 284/0 950/0 1379/0 1997/0 MATERIALS PA
181-011 0 211/0 750/0 1177/0 1676/0 = >;
1 8-41 0 142/0 598/0 1114/0 1468/0 1. f c PRECAST LI NTELS = 3500 PSI. 8 W
20-41 0 180/0 598/0 1024/0 1441/0 2. f c PRESTRESSED LI NTELS = 6000 psi. . . . . . . . .
20'-8" 0 145/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 f g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11 " SLUMP.
221-811 1 0 ..110/0 450/0 824/0 1147/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE
RECESSED LINTELS -FILLED STRENGTH = 1900 PSI.
CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB Cf)
2-41 1694/1694 37 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW CL "o-
5499/5421 �k V-
25/3280 00
21-811 1425/1425 3343/3280 4933/4933 RELAXATION. 7/32 WIRE PER ASTM A510.
00
C'A Ci
X-0-1 1230/1230 2769/2769 4085/4085 J C'%�" Z
31-41' 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE
I
4'41 846/833 2121/1716 3127/2839
F = FILLED WITH GROUT
51-411 664/572 1761/1761 2595/2595 LINTEL ;;�UJ
61-41' 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED Z 0
QUANTITY OF #5 REBAR @ 00 Do < W
7'-4" 480/322 1334/1334 1964/1552 0
81-41' 415/235 1152/1152 1694/1552 8RF6-1B/1T BOTTOM OF LINTEL CAVITY -j
8F16-1B/1T ca U-
8F8-1B/1T QUANTITY OF #5 REBAR AT TOP
1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER
2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8RF14-IB/IT NOMINAL HEIGHT
3) PRO -CRETE LINTELS ARE AND ADEQUATE SUBSTITUTION. 8F16-1B/1T NOMINAL WIDTH U 0
8RF14-0B/1T TYPE DESIGNATION
8F16
-0B/1T 1-1/2" CLEAR
8F20-1B/1T 0 z
of = Q i 0
W a
0 #5 REBAR AT TOP MIN. (1) REQ'D 0
8F20
< C. M. U. z
-0B/1T
= z
8RF22-IB/IT 00
Z-,5 2 GROUT
'60 U 0
— z #5 REBAR AT BOTTOM OF LINTEL 01.1
8F24 -11311T CAVITY z
0
BOTTOM REINFORCING PROVIDED F.
8RF22-0B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) CD
8" NOMINAL WIDTH
N 8RF30-1B/1T FILLED
1314" 8F32-1 B/1 T 1-1/2" CLEAR
uR 8RF30-0B/1T
< A-.
W z
#5 REBAR AT TOP MIN. (1) REQ'D
8F32 -0B/1T C1 REIIAI 0 C.)
M U
9 < < C.M.U. 0 31�8*
:: z
8F38 -1 B/1 T ui 9
0 .
U') 0 (1)
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8F1 2 -18/1 T <5 V i a
0 er
,nTTr A ED -g
8F40 -0B/1T + BOTTOM REINFORCING PROVID z
7 5/8" ACTUAL IN LINTEL (VARIES) Ch
8F8 -0B/1T 8" NOMINAL WIDTH
UNFILLED
z
W 0
0
SAFE LOAD TABLE NOTES �5 <
ON Uj z
1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED z U-
§ -j 0 0
LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL
RECESSED LINTELS BASED ON 4" NOMINAL BEARING.
2. 0 = NOT RATED,
3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. LLJ
I W
4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING w
(0 ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL.
6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY.
7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY
CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF
SUPPORT.
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. U
9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.
I . . ' . ..: -- /2 16'-Ol#
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M
0 2: z
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MINIMUM
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0 _3
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QC CHECK: cc
JOB No. TIVI - 2170946
ra
W LU
— LU
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W
SCALE: AS INDICATED
OC W 0
0 0
DATE: 06/09/2017
S5
4DO� REBAR SPLICE DETAIL LINTEL PLAN_
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roo LU
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STRUCTURAL ENG: uru I tstu
0 2: z
_j U LL.
W >. Z 0
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#5 = 2 Y2"
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DRAFTING:
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-STRUCT: DJ
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— ----- — ------
QC CHECK: cc
JOB No. TIVI - 2170946
. . . . . . . . .
SCALE: AS INDICATED
LAP SPLICE EMBEDDED STANDARD 90' HOOK STANDARD 180* HOOK
DATE: 06/09/2017
S5
4DO� REBAR SPLICE DETAIL LINTEL PLAN_
j SCALE: 3/4" T -O" 1/811=11-011
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. Any use, duplication, ortransfer ofthese documents without the expressed, written consentof MONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC. is strictly prohibited.
1
(4) 1/4" 3-1/4" AND @ 24" O.C.
SUP -R -STUD
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SECTION VIEW
MASONRY COLUMN TIE IN
_rMF1'6� BOLLARD DETAIL
NOT USED
3/411 = 1 I -Olt
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COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. Any use, duplication, or I transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. is strictly prohibited.
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JOB No. TIVI - 2170946
SCALE: AS INDICATED
DATE: 06/09/2017
S6
LLJ
2" SCH, 40 STEEL PIPE
FILLED W/ 2500 PSI
(1) #6 @ TOP, BOTTOM
13
CONCRETE. BOLLARD
AND @ 24" O.C.
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TO BE MIN. 3FT TALL
VERTICALLY BETWEEN
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SUP -R -STUD
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FILLED W/ 2500 PSI
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TO BE MIN. 3FT TALL
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STEEL BASE PLATE
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PLAN 1\ -2 / I INTO CONCRETE
SECTION VIEW
MASONRY COLUMN TIE IN
_rMF1'6� BOLLARD DETAIL
NOT USED
3/411 = 1 I -Olt
1/2"=11-Olf
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. Any use, duplication, or I transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. is strictly prohibited.
,, --ll 111:11-, 11 :1 1
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JOB No. TIVI - 2170946
SCALE: AS INDICATED
DATE: 06/09/2017
S6
WHERE 2ND STORY OCCURS, FTG vvncr-lr_ 4114LJ 0 1 1
SHALL BE V-4" WIDE W/(3) #5 BARS BARS REQ'D & FTG TO DENSITY
SHALL BE V-4" WIDE w/(3) #5 BARS
BE 20" WIDE
DOUBLE STEP FOOTING AFO'� B AFOk F
NON-BEARING SLAB STEP DOWN AFO EARING SLAB STEP DOWN OOTING AT INTERIOR BEARING
TYPICAL EXTERIOR FOOTING fiFO *#
16FO AFO TYPICAL GARAGE CURB FOOTING -011 ## M
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3/4"=V-0" 3/4"=1 _0" 3/4"=V-0" 3/4"=V-10" 3/4"=V-0" 3/4"=1
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A SEE PLAN
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OPTIONAL CURB BY
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CONIC. SLAB PER
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A'
CONC. SLAB PER 8"x12" THICKENED SLOPE
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DENSITY ELASTOMERIC JOINT
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— — — — — — — 0 TOP COURSE TO BE CONCRETE STAIRS AS
REQ'D PER GRADE W/
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OR PAVERS A
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4 A BARS ARE NOT REQ'D
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FILL @ 95% STANDARD 14 4-. BARS ARE NOT REQ'u 1111—
THICKENED
EDGE W/ (2) #5 DENSITY CLEAN COMPACTED (2) #5 BARS CONT
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4 (2) #5 BA
CONTINUOUS 11 3" COVER TYP. CLEAN COMPACTED Zi 111-41f FILL @ 95% STANDARD 3" COVER TYP. 11-4" FILL @ 96% STANDARD
a . 1 3" COVER TYP.
'0 1�1
FILL @ 95% STANDARD DENSITY ----- ? DENSITY
DENSITY _'I)I, DEEP MONOLITHIC FOOTING W/ STAIR
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3/4"=V-10" 3/4 1\�
TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE
CENTERED AT PIPE
PENE�RATION
W
z
(D
Fn
W
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z F-
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z bill
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FINISH PER ELEV. 0 P 0
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4" LOOP TIE (TYP.) b I �A
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PVC SLEEVE MIN. —.I I Ml I 1=1 I 1= FOOTING PER PLAN
DIAMETER TO BE 2 CLEAN COMPACTED III 11MIll Il- I
PIPE SIZES LARGER FOOTING PER PLAN SEE
FDN PLAN
THAN THE FILL @ 95% STANDARD FORSIZE
(SIDE VIEW) DENSITY
PENETRATING PIPE PVC SLEEVE & REIN.F.
(FRONT VIEW)
PIPE VERTICAL THRU FDN
6R�� TYPICAL FOUNDATION PENETRATIONS
3/4"=11 -off
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer ofthese documents without the expres
_6RAFTING-:
-STRUCT: DJ
QC CHECK: cc
JOB No. TM - 2170946
SCALE: AS INDICATED
DATE: 06/09/2017
K_� NOT USED SD1
sed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC- is strictly prohibited.
(1) #5 FROM FTG. TO
TIE BEAM SPLICE TO
BE MIN. 25" GROUT
CELL SOLID
MASONRY WALL
SEE PLAN
(1) #5 FROM FTG. TO
T
TIE BEAM SPLICE TO
BE MIN. 25" GROUT
CELL SOLID
MASONRY WALL
SEE PLAN
7
A
5
CONIC. SLAB PER
FOUNDATION PLAN
IF BRIG. WALL ABOVE -
1/2" J -BOLT W/ MIN. 611
PAST DEEPEST STEP
REQ'D
(1) #5 CONT. w/ 1-1/2"
COVER TYP.
MIN 4"
10 1 1-1 /2" COVER TYP.
HOLD BRG WALL BACK
SO GYP FINISH Is
FLUSH wit FOUNDATIO N
BELOW
CONIC. SLAB PER
FOUNDATION PLAN 2 1/4"
2x BRIG WALL PER
PLAN AND BEARING
WALL SCHEDULE
CONC. SLAB PER
2x BRG WALL PER
PLAN AND BEARING
WALL SCHEDULE
Uj
l`_
<
0
CONCRETE SLAB PER
P ER
CONCRETE SLAB PER
0)
UJI
-7
CONCRETE SLAB PER
PLAN
z
UJI
10
L
2x FIT SILL PLATE
FOUNDATION PLAN
x P.T. SILL PLATE
FOUNDATION PLAN
N
FOUNDATION PLAN
FOUNDATION
C�
W �
z
7
VARIES
Uj
Uj
CL CL
0-
,gk
SEE PLAN
Uj
LTA
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1
.1
4
4'!
z
4
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4
1A'
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00
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C
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–
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:=I 1 1:-
I
(2) #5 BARS CONT. w/ 3"
Is
LL1
(2) #5 BARS CONT.
W/ 3" COVER TYP.
CLEAN
COMPACTED
(2) #5 BARS CONT.
W/ 3" COVER TYP.
—
CLEAN COMPACTED
FILL @ 95% STANDARD
CLEAN COMPACTED
0
(2) #5 BARS CONT. w/ 3"
CLEAN COMPACTED
2 -STORY COND, (3) #5
BARS REQ'D & FTG TO
CLEAN COMPACTED
FILL 95% STANDARD
3" COVER
FILL @
95% STANDARD
80,
V-411
DENSITY
FILL @ 95% STANDARD
01
M
6" 8"
COVER TYP,; AT
8" FIL L @ 95% STANDARD
DENSITY
BE 20" WIDE
@
DENSITY
0,
01
DENSITY
00 01
DENSITY
(2) #5 BARS CONT. w/ 3"
—J
2 -STORY COND. (3) #5
I
q
COVER TYP.; AT
CLEAN COMPACTED
BARS REQ'D & FTG TO
^MV nf%f1H0Q C-rfl_
1) CTnDV lInkir'i VIN Ar, FILL ft 95% STANDARD
BE 20" WIDE
WHERE 2ND STORY OCCURS, FTG vvncr-lr_ 4114LJ 0 1 1
SHALL BE V-4" WIDE W/(3) #5 BARS BARS REQ'D & FTG TO DENSITY
SHALL BE V-4" WIDE w/(3) #5 BARS
BE 20" WIDE
DOUBLE STEP FOOTING AFO'� B AFOk F
NON-BEARING SLAB STEP DOWN AFO EARING SLAB STEP DOWN OOTING AT INTERIOR BEARING
TYPICAL EXTERIOR FOOTING fiFO *#
16FO AFO TYPICAL GARAGE CURB FOOTING -011 ## M
Uj M
3/4"=V-0" 3/4"=1 _0" 3/4"=V-0" 3/4"=V-10" 3/4"=V-0" 3/4"=1
,zz LLi 00
OPT. MASONRY CURB q r 44, c o Sle 6
::j : U_ _j Z
@ ELEV. 0-4- W/ (1) #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D (n 0 0% X
(0 W
CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS LU
0 0:
W 0
SLOPED GROUT TO W <
"4* < of
A SEE PLAN
.4 0
DRAIN MASONRY WALL z
OPTIONAL CURB BY
MIN. 24" BEFORE 44
BUILDER ANOTHER STEP CONC. SLAB PER (1) #6 FROM FTG. TO M LL
TIE BEAM MIN. 25"
CONIC. SLAB PER
PER MFG SPLICE GROUT CELL
A'
CONC. SLAB PER 8"x12" THICKENED SLOPE
z 44 FOUNDATION PLAN
FOUNDATION PLAN SLAB W/ (1) #5 CONT. #5 CONT.
IX , . fA. ., 4,
FOUNDATION PLAN W/ 3" COVER TYP. .14. REINFORCEMENT SEE SOLID PER PLANS
8"
a. A �A 4- FOUNDATION PLAN U
GRADE W I ..
4 '4 A FOR QUANTITY T
r 0
-im awl ww,iiviiiiiiii A,
W 0
Lij THRESHOLD PER MFG . . . . . ...
L 'Tl 00 4.
10 . — .
4 4 4�. r
4
. i a — #5 x 251. x 26" CORNER
,W4 4 j C)
U)
44 A 4� BAR, ONE FOR EA. UJI . . . . . . . . . .
U
—I I E
44 -4
. I . A HORIZONTAL
.23 4 A CONIC. SLAB PER
1 lEl I F :�7 =1 I 1=1 N
I I 117. =—I I I I I q__ , 1. . . . 4 j W
-111 1, 4 REBAR, TYP. U.N.O.
4 A. 8" 41' 8 4" FOUNDATION PLAN 6
4 z
I F1
I I— I I—I I TP—.. r I I—I iiliq . . A U
I 1=1 I I- IF= ol ce) U D
.44 -Ell 1=1 11E�lll I I I— LU WW. " 1, '. . —
A. 4- (2) #5 BARS CONT.
a. Mob 0"llsw MP 40" I!1M I" � 1. ,
4 4 'dA A y A j
(X A' A I - W/ 3" COVER TYP.; @
L SLOPE
01
(2) #5 CONT. W/ 3" 2 -STORY CONDITION Zo
.4.
0 MIN. OVER TYP. PER MFG (3) #5 BARS W/ 20"
0 (2) #5 CONT. w/ I I 1"C U
1-4- (2) #5 BAR$ CONT. - SLOPE EXT. SURFACE WIDE FOOTING
M COVER TYP. (2) #5 BENT BARS W/ OR GRADE 1/4" PER CLEAN COMPACTED
W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE FOOT AWAY FROM FILL @ 95% STANDARD
WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD BUILDING DENSITY z
DENSITY ELASTOMERIC JOINT
SHALL BE V-4" WIDE w/(3) #5 BARS FILLER
4FO� FOOTING @ SHOWER AT MASONRY AFO'k THICKENED EDGE AFO)� TYPICAL STEP FOOTING DETAIL AF`Ib� TYPICAL CORNER BAR DETAIL (TOP VIEW) AF11)I EXTERIOR DOOR POURED SILL 4R`� FOOTING AT INTERIOR BEARING WITH CMU t-011
1 1. 1 It I %/A.. = I..n,t 3/4"=1
3/4"=11-011 3/4"=111-011 3 0/4 = I -V
#5 DOWEL W/ MIN. 6"
FILLED CELL PER PLAN WOOD POST PER PLAN -4- - EMBED. INTO MAIN
FOR SIZE AND BASE FOOTING W SIMPSON
3/4" CONNECTION EPDXY @ 12" O.C.
— — — — — — — 0 TOP COURSE TO BE CONCRETE STAIRS AS
REQ'D PER GRADE W/
GARAGE CHAIR BLOCKS. 1-1/2" MIN (1) #5 BAR @
ENTIRE BASE TO BE CONC. SLAB PER 1-1/2" CLEAR CONIC. SLAB PER LEAR
FILLED SOLID FOUNDATION PLA FOUNDATION PLAN NOSING
TOP VIEW A CORNER SEE E.LEVATION j SEE
CMU BASE w/ (1) #5
PLAN
f
GARAGE WALL VERTICAL @ EACH 9 *1 Id
A'
CORNER. SEE FLR. zo 9
BEYOND �4 op M
A. z
CONIC. SLAB PER PLAN FOR BASE SIZE (2) #5 DIA. BARS @ TOP
W
z (2) #5 DIA. BARS @ TOP 92 Lu
FOUNDATION DRIVEWAY BY 0 WHEN MONO DEPTH 20 WHEN MONO DEPTH U) z
.4
BU M_ 0
PLAN ILDER- CONCRETE 7 EXCEEDS 26", IF EXCEEDS 26, IF
SEE FOUNDATION FOR
OR PAVERS A
PAD SIZE DEPTH < 26" THESE 4 DEPTH < 26" THESE
4 A BARS ARE NOT REQ'D
Ip 3/4"" -4 W BARS ARE NOT REQ'D GRAf?E.
01 CONC. SLAB OR .4 LU GRADE
Uj
LU #3 STIRRUPS @ 48"
4 A O.C. WHEN M I I Ml I 1=1
'4 #3 STIRRUPS @ 48'
A PAVERS PER PLAN
Ad 44' �A. ONO Ll r= z
O.C. WHEN MONO
4 4. S 26",
DEPT
00 M J
4 H EXCEEDS 26", DEPTH EXCEED 11 .
IF DEPTH < 26" THESE BARS ARE NOT REQ'D
CLEAN COMPACTED IF DEPTH < 26" THESE
20"x$" 'A A'
FILL @ 95% STANDARD 14 4-. BARS ARE NOT REQ'u 1111—
THICKENED
EDGE W/ (2) #5 DENSITY CLEAN COMPACTED (2) #5 BARS CONT
4 IRS CONT. W, W/ CLEAN COMPACTED
4 (2) #5 BA
CONTINUOUS 11 3" COVER TYP. CLEAN COMPACTED Zi 111-41f FILL @ 95% STANDARD 3" COVER TYP. 11-4" FILL @ 96% STANDARD
a . 1 3" COVER TYP.
'0 1�1
FILL @ 95% STANDARD DENSITY ----- ? DENSITY
DENSITY _'I)I, DEEP MONOLITHIC FOOTING W/ STAIR
4F�l THICKENED EDGE @ GARAGE DOOR A`F�l FOOTING @ ENTRY MASONRY COLUMN 11=11-0.1 fiFik DEEP MONOLITHIC FOOTING 3/4"=V-0" fiF2 3/4"=11-0.1
3/4"=V-10" 3/4 1\�
TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE
CENTERED AT PIPE
PENE�RATION
W
z
(D
Fn
W
Uj 0
0 06
z
z F-
0 U)
z
0
< 0
Uj 0
z bill
z 0
17– L 0
U
LU LL
U)
W)
z 0
0 _j
. . I . V.P Ui
W
Ad
81, CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE /4
CENTERED AT PIPE Lu 0
FINISH PER ELEV. 0 P 0
CONIC. SLAB PER 8" C.M.U. FINISH PER PENETRATION 2 (j) R
FOUNDATION PLAN FINISH FLOOR ELEV. r LU (a
z X z
FINISH FLOOR 0
PENETRATING _j 0 W
ILLI Z 0
IPE PENETRATING PIPE
GRADE P- SEE FDN.
4 0
PLAN FOR ii -Z
IZE & REINF.
S
4" LOOP TIE (TYP.) b I �A
HE
I IE PIPE PERPENDICULAR TO FND
PVC SLEEVE MIN. —.I I Ml I 1=1 I 1= FOOTING PER PLAN
DIAMETER TO BE 2 CLEAN COMPACTED III 11MIll Il- I
PIPE SIZES LARGER FOOTING PER PLAN SEE
FDN PLAN
THAN THE FILL @ 95% STANDARD FORSIZE
(SIDE VIEW) DENSITY
PENETRATING PIPE PVC SLEEVE & REIN.F.
(FRONT VIEW)
PIPE VERTICAL THRU FDN
6R�� TYPICAL FOUNDATION PENETRATIONS
3/4"=11 -off
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer ofthese documents without the expres
_6RAFTING-:
-STRUCT: DJ
QC CHECK: cc
JOB No. TM - 2170946
SCALE: AS INDICATED
DATE: 06/09/2017
K_� NOT USED SD1
sed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC- is strictly prohibited.
PRECAST LINT
PLAN
MASONRY WAL
SEE PLAN
2x8 W/ (2) 16d I
NAILS EA. END
2x SPF CONT.
BLOCKING ATT
7/16" OSB W1 (2
NAILS
7/16" OSB EA. cc
6d NAILS @ 16"
SIDE & TOP NA
2x BUCK PER N
THIS SHEET
1. MIN. (6)1/2"x5"TITEN HDW/3-1/2" MIN. EMBED. (2) 2x TOP PLATE W1
2. MIN. (6)VT ASTM F1554, Gr, 36 (OR BETTER) THREADED ROD W/ (3) 12d END NAILS TO LAST STUD
PROVIDE STANDARD 4-1/2" MIN, EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV, USE 2x6xl 2 P.T. SYP #2 CENTER TYPICAL TIE BEAM w/ 3000 psi
HOOK 2"x2" SQUARE WASHER BUCK SEE PLAN FOR WALL CONC. WII #6 REBAR CONT.
1/2" J -BOLT w/ 5 1/2" EMBED. FRAMING INFO
d Fir: STD HOOK
2x P.T. SYP #2 NAILER w/ (1)
1/4"x2-3/4" TAPCONS @ 24" BLOCKING PER BRG 2 PT STUD OR ALTERNATE 1x PT
(1) #5 IN TIE BEAM O.C. & 4" FROM ENDS WALL SCHEDULE FURRING TO CMU W1 2x FRAMING PER
1 1/2"
OF OPENING ANCHOR NOT PERMITTED PLAN
(1) #5 BAR IN PRECAST
MIN.
SIZE
TO BE INSTALLED WITHIN
(2) 2x PLATE
1x4
LINTEL
x 2 1/4"
12" O.C.
4" MIN. FROM 1-1/2" OF HEAD JOINT
1x6
TYPICAL FILLED CELL
MIN. 2x4 SPF #2 KNEE
12" O.C.
9
FACE OF CMU
3/16"
4 w/ 3000 psi CONIC. wl(l)
(2) #5's VERTICAL IN
2
WALL WITH STUDS @
MIN. (6) 1/2" DIAMETER
!x4 SPF CONT.
#5 REBAR VERT.
GROUT FILLED CELL
16" O.C. W1
�LOCKING ATTACH TO
J -BOLTS USING 2"X2" SQ,
12" O.C.
VERIFY w/ PLAN FOR
STRUCTURAL
3/16"
SHEATHING ON BOTH
WASHERS & 5-1/2" MIN.
REQ'D LOCATIONS
716" OSB W1 (2) 8d
SIDES FROM TOP OF
12" O.C.
EMBED. AT EA. 2x6 P.T. DOOR
SIDES FROM TOP OF
JAILS
WALL TO BOTTOM OF
— — — — — — — — — —
BUILDER FRAME
BUCK, EA. SIDE OF OPENING.
V16" OSB EACH SIDE,
BEAM. ATTACHED PER
(2) 2x4 #2 SYP
RADIUS AS REQ'D
BEAM. ATTACHED PER
FIRST ANCHOR (BOTTOM &
NAILING SCHEDULE
CMU WALL PER PLAN
NAILING SCHEDULE
TOP) 8" MAX. ABOVE GARAGE
NOTE: THIS DETAIL APPLIES TO THE
FOLLOWING CONDITIONS:
(1) EXTERIOR FRAME WALL TO CMU
(2) INTERIOR FRAME SHEAR WALL TO CMU
(3) INTERIOR LOAD BEARING FRAME WALL TO
CMU WALL
F.F. & 6" BELOW TOP OF
(1) #5 VERTICAL IN BUCK. SPACE REMAINING THREADED ROD PER ED I" TITEN HID ANCHORS w/
--M U- PLANS. MIN. 6" FROM (4) EQ. SPAC 2
GROUT FILLED CELL (IF ;0 LU ANCHORS @ 24" O.C. MAX MIN. 1 J" EMBEDMENT FOR HOLLOW
REQ'D PER PLAN) 0 END OF BRG. WALL/
46 DEG. BEVEL CUT 2x6 P.T. MASONRY WALL BLOCK OR 3 1/2" EMBEDMENT FOR SOLID
< ---
LU BLOCK. MAX. 6" FROM TOP AND BOTTOM
SYP #2 BUCK END, 11/2"
NOTE: SEE MD08 ON U) 0 U_ OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6"
> M Uj ABOVE GARAGE F.F., EA.
LINTEL PLAN FOR 0 (D BASE PLATE
0 CO FROM TOP AND BOTTOM AND 12" O.C.
ADDIT'L REBAR INFO M < SIDE OF OPENING CONNECTION PER BRG BETWEEN
--- ----- - NOTE: CONTRACTOR TO WALL SCHEDULE
r/ VERIFY BUCK TO CMU PT BASE PLATE
SECTION ATTACHMENT LOCATIONS
PER GARAGE DOOR MFR.'S
1/2"= V-0" (MAX. 170C) 1/211=1'-O" 3/4"=V-011
LINTEL (SEE PLAN) SHEATHING PER PLAN
SEE TYPICAL HEADER
FRAMING DETAILS FOR
7/16" O.S.B. EA, SIDE TYP. TRUSS TO FRAME
ADDITONAL CONNECTION PER
INFORMATION STD. CONNECTOR
NOTES
(HEADER CAN BE
EITHER UPSET OR
DOWNSET) FRAME OUT TO BLOCK
2x BLK'G. TO O.S.B. W/ EDGE AS REQ'D
kARCH PER ELEV,Hr (2) - 8d EACH END X__ 2x W/ (2) 16d TOE NAILS
ARCH WINDOW FRAMING DETAILS
PRE-ENGINEEF
TRUSSES PER
24" 0. C. MAX.
TYP. TRUSS TC
CONNECTION I
CONNECTION I
EXT. SHEATHIII'
ATTACHED PEI
NAILING SCHEI
FROM TOP OF
KNEEWALL TO
OR SP2 CLIPS,
AND SP1 CLIP1c
BASE ARE REC
2x BLOCKING
MIN 2x4 STUDE
O/C
2x P.T. PLATE
1/2" x 8" A.B. OF
HD @ 32" O.C.,
FROM EA. END
ON BASE PLAT
TOP KNOCK 01
COURSE W1 (1)
3/4"= 1 f -O..
END VIEW w/ CMU
___ HEADER (SEE PLA�
7/16" O.S.B. EA. SIDI
2x BLK'G. TO O.S.B.
kARCH PER ELEV (2) - 8d EACH END
END VIEW w/ WOOD
IF REQ'D, PROVIDE
CLOSURE WALL w/
SINGLE TOP AND BASE
PLATE w/ (2) 16d NAILS
TO TRUSS. STUDS @
24" O.C. & EXT.
SHEATHING INSTALLED
PER NAILING PATTERN
CRICKET AS REQUIRED
MAIN SPAN ROOF
TRUSS
UPLIFT CONNECTOR
(SEE SCHEDULE)
MASONRY WALL PER
DI AKI
2x BUCK DETAIL
/-%%.Irl CINIJ
3) 16d COMMON
1/2" x 8" ANCHOR BOLT
SIZE
TAPCONS
(2) 2x PLATE
1x4
JAILS (TYP.)
x 2 1/4"
12" O.C.
(2) 2x TOP PLATE
1x6
3/16"
MIN. 2x4 SPF #2 KNEE
12" O.C.
9
MIN. 2x4 SPF #2 KNEE —
3/16"
WALL WITH STUDS @
12" O.C.
2
WALL WITH STUDS @
!x4 SPF CONT.
16" O.C. Wt
(2) 2x #2 SYP SEE PLAN
16" O.C. W1
�LOCKING ATTACH TO
STRUCTURAL
12" O.C.
FOR BEAM SIZE
STRUCTURAL
3/16"
SHEATHING ON BOTH
12" O.C.
SHEATHING ON BOTH
716" OSB W1 (2) 8d
SIDES FROM TOP OF
12" O.C.
SIDES FROM TOP OF
JAILS
WALL TO BOTTOM OF
— — — — — — — — — —
BUILDER FRAME
WALL TO BOTTOM OF
V16" OSB EACH SIDE,
BEAM. ATTACHED PER
(2) 2x4 #2 SYP
RADIUS AS REQ'D
BEAM. ATTACHED PER
Vt 6d NAILS @ 16" O.C.
NAILING SCHEDULE
NAILING SCHEDULE
-0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS
!x BUCKS, AT TOP AND SP1 CLIPS
AT BASE ARE
REQUIRED
KNEEWALL AT DOWNSET BEAM
fiFO
N/All_ OUAD IV I U11 It- A/U I-0 Z)UCet:NL)t:LJ
CHORD WITH (4) 10d FROM TOP CHORD (2)
NAILS 2x4 #2 SYP BLOCKING
ADD 2x4 VERTICAL REQ'D @ TOP CHORD.
SCAB IN EACH TRUSS ATTACHMENTS
IF NO WEB IS PRESENT SUPPLIED BY A/C
COMPANY
(3) 10d NAILS TYPICAL
AT EACH TRUSS
2x4'X'BRACE ACROSS
LENGTH OF
SHEARWALL
NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN —
CHORD WITH (3) 10d TOP AND BOTTOM MIN
NAILS (2) BAYS PAST A/C
2x4 BLOCKING LOCATION. MIN (3) BAY
BETWEEN TRUSSES LAP W/ (2) 16d NAILS
TOENAILED TO TO EACH TRUSS, TYP
DOUBLE TOP PLATE w/ EACH SIDE
I Od NAILS @ 4" 0, C.
STANDARD TRUSS
TRUSS PER PLAN BOTTOM CHORD
DOUBLE TOP PLATE
I7DARAr_:r) wAi I przo
PLAN
PRE -CAST LINTEL PER
PLAN
OPENING
WATERPROOFING BY
BUILDER/ OTHERS
VVINDOW/DOOR
P.T. BUCK FASTENER SCHEDULE
1/2" x 8" ANCHOR BOLT
SIZE
TAPCONS
SPACING # ROWS
1x4
3/16"
x 2 1/4"
12" O.C.
1
1x6
3/16"
x 2 1/4"
12" O.C.
9
1X8
3/16"
x 2 1/4"
12" O.C.
2
TRUSS WEBS NOT
SHOWN FOR CLARITY
-- — — — — — — — — ---
2x4 #2 SYP CROSS
2x4
3/16"
x 3 1/4"
12" O.C.
I
2x6
3/16"
x 3 1/4"
12" O.C.
2x8
3/16"
x 3 1/4".
12" O.C.
U r r_ 1141114 U 0 14 rz /A 114 Id NOTES:
LOCATION PER PLAN 1 . 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF
(TYP). VVINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE
4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE
MASONRY WALL PER OF BUCK.
PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR
EQUIVALENT, STRUCTURAL CONNECTION OF VVINDOW/11DOOR TO
P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE.
SCHEDULE 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO
EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 1 Old x 3" NAILS
STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK.
MAX. 2 PLIES OVER INITIAL P.T. BUCK.
4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
OPENING IF VVINDOW/11DOOR MANUFACTURER AND PLAN REQUIREMENTS
(FASTENING) ARE MET.
5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID
GROUTED CMU.
6. WINDOW OR DOOR INSTALLATION BY OTHERS
1/2"=1'_0"
SHEATHING PER PLAN
TYP ' TRUSS TO FRAME
z'Z': CONNECTION PER
STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE AS REQ'D
KNEEWALL AT UPSET BEAM
3/4"=1'-0"
1/2" x 8" ANCHOR BOLT
3/4"=11 -off
OR TITEN HD @ 32"
(2) 2x #2 SYP SEE PLAN
O.C. & 6" FROM EACH
FOR BEAM SIZE
END
SCHEDULE
2x PT BOTTOM
PLATE
PRECAST LINTEL OR
KNOCK OUT COURSE
STANDARD TRUSS
MASONRY WALL
BUILDER FRAME
RADIUS AS REQ'D
3/4"=1'-0"
3/4"=11 -off
ROOF SHEATHING
ATTACH PER NAILING
SCHEDULE
12
SEE
PLAN
STANDARD TRUSS
TOP CHORD VARIES
TRUSS WEBS NOT
SHOWN FOR CLARITY
-- — — — — — — — — ---
2x4 #2 SYP CROSS
BRACING (AT 45') Wt
(3) 12d NAILS TO RAT
RUNS. TYP EACH SIDE
A/C UNIT AND PAN
MIN. 24" BY SUPPLIER MIN. 24"
MAX 48" Ilk MAX 48"
CONDENSATE
DISPOSAL BY A/C
SUPPLIER
CONNECTION TO BE
— — — — — — — — — —
SUPPLIED BY A/C
------------
— — — — — — - I 2_1
COMPANY
(2) 2x4 #2 SYP
BLOCKING UNDER A/C SUPPORTS
BLOCKING W/ SIMPSON
A34 OR LUS24-2 EACH
W
z
0
W
ILL]
w
I
Uj
Cn
STRUCTURAL *00 00
g
SHEATHING _5
o 0%
TYP. TRUSS TO FRAME d
CO pi 0
CCONNECTION PER 0:
STD.CONNECTOR '�44r
NOTES co Z 0
FRAME OUT TO BLOCK 0
I
S
N
FI
EDGE
(n U_
(2) 2x TOP PLATE
(2) 2x #2 SYP SEE PLAN
FOR BEAM SIZE (ONLY
IF OPENING PROVIDED
PER PLAN)
lei
MIN. 2x4 SPF #2 KNEE C1.4
WALL w/ STUDS @ 16"
O.C. w/ STRUCTURAL 0
z
SHEATHING FROM U C 0
TOP OF WALL TO .0
BOTTOM OF WALL. z
ATTACHED PER
NAILING SCHEDULE
U
OTHERWISE SP2 CLIPS
AT TOP AND SP1 CLIPS
AT BASE ARE REQ'D 0
KNEEWALL OVER MASONRY WALL
3/4"=11-011
U)
j z
0
W
06
T
r)
—j Zi
PRE-ENG.TRUSS PER < U)
PLAN, 24" O.C. MAX z
0
ROOFING MATERIAL (.5 a:
PER ARCHS <' i
LU z z
SEE FRAMING PLAN _j
FOR CONNECTION W 0
INFO
SEE ELEVATION
TOP OF MASONRY LU
LILI
SEE ARCH PLANS FOR W
OVERHANGINFO
RE. ELEV.
TYP. SINGLE TIE -BEAM
FOR O.H. B11 nni
r_ IN W W/ (1) #6 CONT.
fiF_*� KNEEWALL ABOVE MASONRY WALL 116w_�o PERP. SHEARWALL CONNECTION TO TRUSS tl�B01 A/CINTRUSSES GROUT SOLID
3/4"=11-0" 3/4"=11-0vo I
LU to I I 111
2X STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER IVANUF. Of
CHIMNEY CAP or-MV.10 VVI z IVIIIIJ. WINDOW PER > I I I
LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT CLEAR BETWEEN FLUE FLOOR PLAN >
F TOP OF CHIMNEY MIN. z LU 0
ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT & FRAME 0 _j _j
WITHIN 10'-0" OF THE GALVANIZED FLASHING III LU .
CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF Uj
EXT. SHEATHING PRECAST CONIC. OR W 6� �e
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL W W 0
TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHEID. TYP. @ ALL WINDOWS 0 0
2 cl) W
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE
BELOW AND CONNECT wl HTS20 @ 32" O.C. 2x4 FRAMED CRICKET W IM
EXT FINISH PER PLAN 0 X: Z
2x4 VERTICAL@ 24" W/ GALVANIZED 1 --
PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW 0. C. MAX. W/ (4) 1 Od FLASHING Q
NAILS TO BOTTOM ---------- + Z 0
4 4 LIJ
H A CHORD & (3) 10d NAILS 3:
2x PLATES OVER ROOF DECK PER VALLEY K TO TOP CHORD; NOTE MAIN FLOOR J 0 F_
DOUBLE TOP PLATE VERT REINF. BEYOND
FRAMING DETAIL w
IF WALL HEIGHT IS (4) 16d COMMONS E LEV 0'-0"
B BETWEEN 4FT & 8FT, 7 NAILED @ EACH END CONIC. SLAB -
USE 2x6 SYP #2 STUDS
<8> -SEE FOUNDATION
STRUCTURAL ENG: CFG BED
SIMPSON 113, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING 2X4 BLOCKING W/ (2) PLAN FOR MORE INFO DRAFTING:
RAFTER -1 oo 16d COMMONS END
I I" 2x4 BLOCKING W1 (2) NAILED TO VERTICAL -STRUCT: DJ
0 MASONRY WALL PER
COMMON TRUSS PER PLAN OR CONV. FRAMING W1 E 16d COMMONS END 2x4's PLAN QC CHECK: cc — ------ -
STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL SEE FOUNDATION _j
FINISH PER ARCHSFIN 2x4's
G DETAILS FOR FTG INFO
CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 TRUSS PER PLAN SCALE: AS INDICATED
<"K> RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER nATPA
11
6F01 DORMER FRAMING DETAIL
CHIMNEY FRAMING DETAIL TYPICAL ONE STORY CMU WALL SECTION
NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D t6m 0 fis'o
IIA11=11-nit NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"= 1 1-01, 3/4"=11_01;
TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED.
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC. is strictly prohibited.
SD2
Q1RADQnK1 I-
I —
DIAGONAL TO BEAM
SIMPSON HGA10 @ 48"
O.C.
SHEATHING NOT REQ'D
TO BE CONT. @ THE
TRANSITION FROM
BEAM TO GABLE
TRUSS
BEAM PER PLAN
BEAM CONNECTION
SIMPSON �
DIAGONAL
PLATE
��omingimi
SIMPSON HGA1 0 @ 48"
O.C.
A
V SHEATHING NOT REQ'D
TO BE CONT. @ THE
TRANSITION FROM
WALL TO GABLE
NOTE: ALL GABLE
BRACING IS TO BE
SYP#2 OR BETTER
L
CONTRACTOR TO FIELD VERIFY WHICH
X II
TRUSS
41-8t' < HA 71-011
W
I-_
<
DOUBLE 2x TOP PLATE
(2) 2x4 BRACE (SEE SECTION A -A)
914" < HA14'-O"
FASTEN SIDE WALL
14'-0" < HAI 8'-8"
FOR ADDITIONAL INFO AS REQ'D
SHEATHING PER PLAN.
DTC CLIP, (2) 8d NAILS
2x FASCIA w (2) 16d
SIMPSON A23 @ EACH
'�ILS
(5) 16d N
BRACE
TO BLOCKING
INTO BLOCKING, (4) 8d
EXT. SHEATHING;
BRACE TO PLATE
TRUSS BOT. CHORD
ATTACH PER PLAN
'OP
*-
FRAME WALL CONNECTION
@ 6., O.C.
O.H. SIZE
***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING***
t0f� GABLE END @ FLAT CEILING CONNECTIONS
3/4"= 1 1-011
2x4 BLOCKING @ EA.
OUTLOOKER (MAX.
ROOF SHEATHING PER ROOF SHEATHING
PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX.
END NAILS EA. END
2X4 OUTLOOKER @ 24"
0. C. MAX. w/ (2) 16d
END NAILS TO TRUSS
TRUSS PER PLAN —
NOTE: PROVIDE ADDIT'L
BLOCKING AS REQ'D
PER HIB -91 &TRUSS
MANU.'S DRAWINGS;
CEILING GYP. BD. IS
NOT A DIAPHRAGM
VARIES H H
RAKED DOUBLE TOP
PLATE
CEILING NAILER AS
I
Ktu U
2x8 #2 SPF STUDS @
16" O.C. TYP.
2x8 #2 SYP PT BASE
PLATE
CMU WALL PER PLAN
14� GABLE END @ VAULTED CEILING
3/4"=11-011
A
FIELD FRAMED VALLEY DETAIL
V-9" MAX.
2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ.
BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF
SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C.
(4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D)
.. .......
WHERE O.H. IS > V-0", DROP
GABLES w/ OUTLOOKERS @ 24" O.C,
TO RUN BACK TO 1ST COMMON
TRUSS WITH (3) 12d TOENAILS.
CONNECT TO 'DROP GABLE WITH
H2.5 CLIP. MAX 2'-0" O.H.
CONTRACTOR TO FIELD VERIFY WHICH
2x4 BLOCKS, (2) 16d
NAILS @ EA. END.
BLOCK ADJ. BAYS @
EA.DIAG. AS SHOWN.
FASTEN ROOF
SHEATHING TO
BLOCKS W/8d NAILS
SHEATHING PER PLAN
V-0" MAX PLYWOOD CANT. O.H.
SEE ELEV. FOR
41-8t' < HA 71-011
W
I-_
<
CONDITION IS REQUIRED. CONTACT EOR
(2) 2x4 BRACE (SEE SECTION A -A)
914" < HA14'-O"
STRONGBACK W/ (1) 2x4 BRACE
14'-0" < HAI 8'-8"
FOR ADDITIONAL INFO AS REQ'D
TRUSS PER PLAN
DTC CLIP, (2) 8d NAILS
2x FASCIA w (2) 16d
SIMPSON A23 @ EACH
A35 DIAGONAL TO
INTO BLOCKING, (4) 8d
END NAILS @ EA.
BRACE TO PLATE
TRUSS BOT. CHORD
*-
'-/—CONT.
@ 6., O.C.
O.H. SIZE
3 1/4" HOLD
(2) 16d TOE NAILS
1/2" J -BOLTS W/
SIMPSON H2.5(TYP.)
W/ (2) 12d END NAILS
PT 2x8 PLT., CANT. FOR
\-;
WASHERS (MIN. T'
F
2x4
@ EACH END
F
CLG. NAILING SURFACE
DOWNFOR
ol
EMBED) MIN. 6" FROM
2x4 SYP #2 BRACING @
DOUBLE TOP PLATE
OUTLOOKER
TRUSS PER PLAN —
2x4 LEDGER W/ (2) 1 Od
WHERE O.H. IS > V-0",
EACH END AND 32" O.C.
24" O.C. FOR FALSE BM
LU
NAILS @ EACH WEB
MAX.
ATTACHMENT wl (3) 1 Od
2x4 DIAGONAL BRACE
Uj
M
DROP END GABLE wl
z
z
TOENAILS EA. END
U)
PROVIDE 16d NAILS
r
@ 48" O.C. TO 3RD
OUTLOOKERS @ 24"
LSTA18 HEADER TO
z
GABLE END TRUSS TO
PLT.@12' O.0 MAX.
CL
2x TOP PLATE TO
FROM TOP OF WALL
U_
.
O.C. TO RUN BACK TO
GABLE END W/ 16d
0
W
TO BOTTOM
CONNECTION
<
coo
_j
NAILS @ 6" O.C.
STRONGBACK, SEE
0
FRAMING FOR FALSE
SHEATHING PER PLAN
CMU WALL OR LINTE
7:
BEAM, IF REQ'D w/ (3)
DTC CLIP, (2) 8d NAILS
BELOW
HGAIOKT @ 32" O.C.
10d NAILS @ EA. TRUSS
WITH (3) 12d TOENAILS.
INTO BLOCKING, (2)
MASONRY WALL OR
R41
2x8 #2 SYP PT. BASE
END w/ NUT & WASHER
BRACE
3/16" x 2 3/4" TAPCONS
LINTEL SEE PLAN
PLATE W/ 1/2" x 8"
TIE BEAM COURSE W/ (1)
2X4 STUDS @ 24" O.C. wl
IN CMU. OR SIMPSON
BRACING
- .
#5 CONT.
SINGLE BASE & TOP
01
META16
PLATE wl PLYWOOD FALSE BM PER PLAN
TITEN HD @ 32" O.C. &
CENTERED BETWEEN
SHEATHING COVERING IF REQ'D
CMU WALL CONNECTION
CLEAR SPAN CONNECTION
STD
***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING***
t0f� GABLE END @ FLAT CEILING CONNECTIONS
3/4"= 1 1-011
2x4 BLOCKING @ EA.
OUTLOOKER (MAX.
ROOF SHEATHING PER ROOF SHEATHING
PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX.
END NAILS EA. END
2X4 OUTLOOKER @ 24"
0. C. MAX. w/ (2) 16d
END NAILS TO TRUSS
TRUSS PER PLAN —
NOTE: PROVIDE ADDIT'L
BLOCKING AS REQ'D
PER HIB -91 &TRUSS
MANU.'S DRAWINGS;
CEILING GYP. BD. IS
NOT A DIAPHRAGM
VARIES H H
RAKED DOUBLE TOP
PLATE
CEILING NAILER AS
I
Ktu U
2x8 #2 SPF STUDS @
16" O.C. TYP.
2x8 #2 SYP PT BASE
PLATE
CMU WALL PER PLAN
14� GABLE END @ VAULTED CEILING
3/4"=11-011
A
FIELD FRAMED VALLEY DETAIL
V-9" MAX.
2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ.
BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF
SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C.
(4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D)
.. .......
WHERE O.H. IS > V-0", DROP
GABLES w/ OUTLOOKERS @ 24" O.C,
TO RUN BACK TO 1ST COMMON
TRUSS WITH (3) 12d TOENAILS.
CONNECT TO 'DROP GABLE WITH
H2.5 CLIP. MAX 2'-0" O.H.
V-0" MAX PLYOOD CANT. O.H.
SEE ELEV. FOR
O.H. SIZE
2x4 BLOCKS, (2) 16d
NAILS @ EA. END.
BLOCK ADJ. BAYS @
EA.DIAG. AS SHOWN.
FASTEN ROOF
SHEATHING TO
BLOCKS W/8d NAILS
SHEATHING PER PLAN
V-0" MAX PLYWOOD CANT. O.H.
SEE ELEV. FOR
41-8t' < HA 71-011
W
I-_
<
71-01v < HA 9'-4"
(2) 2x4 BRACE (SEE SECTION A -A)
914" < HA14'-O"
STRONGBACK W/ (1) 2x4 BRACE
14'-0" < HAI 8'-8"
STRONGBACK W/ (2) 2x4 BRACE
TRUSS PER PLAN
DTC CLIP, (2) 8d NAILS
2x FASCIA w (2) 16d
INTO BLOCKING, (4) 8d
END NAILS @ EA.
2x4 #2 SYP P.T.
*-
'-/—CONT.
@ 6., O.C.
O.H. SIZE
BLOCKING @ 24" O.C.
(2) 16d TOE NAILS
SIMPSON H2.5(TYP.)
W/ (2) 12d END NAILS
BRACE TO LEDGER
\-;
HOLD WALL 3-1/2"
2x4
@ EACH END
F
DOWNFOR
DOUBLE TOP PLATE
OUTLOOKER
TRUSS PER PLAN —
2x4 LEDGER W/ (2) 1 Od
WHERE O.H. IS > V-0",
HEADER PER PLAN IF
NAILS @ EACH WEB
REQ'D. MIN (1) JACK&
2x4 DIAGONAL BRACE
TRUSS PER PLAN
DROP END GABLE wl
z
EXTERIOR SHEATHING.
(1) KING STUD w/ SIMPS.
:5
@ 48" O.C. TO 3RD
OUTLOOKERS @ 24"
LSTA18 HEADER TO
z
CL
FROM TOP OF WALL
STUDS TYP. BASE
BAY REQ'D w/
O.C. TO RUN BACK TO
0
W
TO BOTTOM
CONNECTION
STRONGBACK, SEE
1 ST COMMON TRUSS
2x8 #2 SPF STUDS AT
SHEATHING PER PLAN
16" O.C.
1/2" x 8" J -BOLT @ 32"
DTC CLIP, (2) 8d NAILS
CHART
"-'---GABLE
O.C. AND 6" FROM EA.
WITH (3) 12d TOENAILS.
INTO BLOCKING, (2)
MASONRY WALL OR
R41
2x8 #2 SYP PT. BASE
END w/ NUT & WASHER
MASONRY WALL OR
3/16" x 2 3/4" TAPCONS
LINTEL SEE PLAN
PLATE W/ 1/2" x 8"
MSTAM-24 TYP. EA.
LINTEL SEE PLAN
IN CMU. OR SIMPSON
BRACING
- .
CONNECT TO DROP
ANCHOR BOLT OR
ry
META16
TITEN HD @ 32" O.C. &
CENTERED BETWEEN
6" FROM EACH END
SEE CHART
STD
GABLE WITH H2.5 CLIP.
VAULTED CONDITION
0
FOR REQ'D FLASHING
MAX 2'-0" O.H.
U)
PROVIDE 2x4 BRACE
TO EA. ADJ. DIAG.
FASTEN TO DIAG. w/(2)
STRONGBACK IF REQ'D
CONT. 2x4
16d NAILS.
PER CHART
(5)16d NAILS BRACE
2x4'S @ 24" O.C.
GABLE BRACING @ 48111
04
Q
]A
TO BLOCKING
GABLE END
Uz
O.C. NOT REG'D 6'
AF
A
PROVIDE2x4BRACE
SHEATHING FASTEN
FROM EAVES
11A
GABLE END
TO EA. ADJ. DIAG.
PER PLAN
SHEATHING FASTEN
FASTEN TO DIAG.w/(2)
SPLICE AS REQ'D
W
Of
45*
PER PLAN.
16d NAILS.
GABLE BRACING CHART
H
GABLE BRACING
UP TO 4'-8"
NO BRACE REQUIRED
41-8t' < HA 71-011
(1) 2x4 BRACE
71-01v < HA 9'-4"
(2) 2x4 BRACE (SEE SECTION A -A)
914" < HA14'-O"
STRONGBACK W/ (1) 2x4 BRACE
14'-0" < HAI 8'-8"
STRONGBACK W/ (2) 2x4 BRACE
2x4 BRACE IF REQ'D
SEE GABLE
CONNECTION DETAIL
FOR REQ'D
CONNECTIONS
2x4 ATTACHED TO EA. -
GABLE 2x4 BRACE WITH
(2) 10d NAILS
SEE CHART.
10d COMMON NAILS (1) A23 FROM
@ 6" O.C. STRONGBACKTO
DIAGONAL
GABLE VERTICAL
2ND 2x4 BRAC EIF
REQ -0, SEE CHART
A -A GABLE VERTICAL BRACING 2x6
10d COMMON NAILS @
81, O.C.
GABLE END BRACING
3/4"=11-011
PROVIDE 2x BLOCKING I
FOR NAILING 2x4 BLOUKINU kZ) -1
(2)16d NAILS PLT. TO NAILS, TOENAILED
STUD TOP & BOTTOM
EACH END.AT 24" O.C.
'C'
ROOF SHEATHING
(TYP.) (END NAIL PLTS.
PER PLAN
TO STUD)
TRUSS PER PLAN
DTC CLIP, (2) 8d NAILS
2x FASCIA w (2) 16d
INTO BLOCKING, (4) 8d
END NAILS @ EA.
2x4 #2 SYP P.T.
*-
NAILS INTO TOP PLATE
OUTLOOKER
BLOCKING @ 24" O.C.
(2) 16d TOE NAILS
SIMPSON H2.5(TYP.)
W/ (2) 12d END NAILS
BRACE TO LEDGER
\-;
HOLD WALL 3-1/2"
@ EACH END
F
DOWNFOR
DOUBLE TOP PLATE
OUTLOOKER
TRUSS PER PLAN —
2x4 LEDGER W/ (2) 1 Od
HEADER PER PLAN IF
NAILS @ EACH WEB
REQ'D. MIN (1) JACK&
TRUSS PER PLAN
z
EXTERIOR SHEATHING.
(1) KING STUD w/ SIMPS.
:5
ATTACH PER PLAN
LSTA18 HEADER TO
CL
FROM TOP OF WALL
STUDS TYP. BASE
W
TO BOTTOM
CONNECTION
Cn
L -E\-
2x8 #2 SPF STUDS AT
SHEATHING PER PLAN
16" O.C.
1/2" x 8" J -BOLT @ 32"
DTC CLIP, (2) 8d NAILS
O.C. AND 6" FROM EA.
INTO BLOCKING, (2)
MASONRY WALL OR
R41
2x8 #2 SYP PT. BASE
END w/ NUT & WASHER
MASONRY WALL OR
3/16" x 2 3/4" TAPCONS
LINTEL SEE PLAN
PLATE W/ 1/2" x 8"
MSTAM-24 TYP. EA.
LINTEL SEE PLAN
IN CMU. OR SIMPSON
- .
ANCHOR BOLT OR
SIDE OF EA. STUD.
META16
TITEN HD @ 32" O.C. &
CENTERED BETWEEN
6" FROM EACH END
FRAME AND CMU SEE
WALL SPLICE DETAIL
STD
CONDITION @ CMU
VAULTED CONDITION
@ CMU
FOR REQ'D FLASHING
2x8 RIDGE BOARD
2x6 COLLAR TIE HALF
WAY UP HEIGHT OF
VALLEY. FASTEN w/ (5)
1 Od COMMON NAILS @
EACH END (TYP.)
2x6 RAFTER TO 2x8
RIDGE BOARD W/ A36
ON (1) SIDE OF
RAFTER & A35 ON ADJ
RAFTER TO OPP SIDE
(AS SHOWN)
2x6's @ 24" O.C. MAX.
FASTEN SYP OR SPF
2x6 (MIN.) PLATE THRU
SHEATHING PER PLAN
W/ 1/4"x4-1/2" SIMPSON
SDS SCREWS TO TOP
— — — — — — CHORD OF EACH
TRUSS BELOW
FASTEN CONV. 2x
VALLEY RAFTER
FRAMING (OR PRE -ENG
VALLEY TRUSSES) TO
2x PLATE WITH
SIMPSON MTS12 OR
LSTA12 & (5) 8d NAILS
@ EA. RAFTER TO PLT.
ITRUSS PER PLAN
-1.
Firoulm W I k-', kz) ou
ILS INTO BLOCKING,
8d NAILS TO TOP
%TE
TRUSS PER PLAN
TRUSS PER PLAN DTC CLIP, (2) 8d NAILS
H z q INTO BLOCKING, (2)
3/16" x 2 3/4" TAPCONS
IN CMU. OR SIMPSON
2X4 SYP #2 BLOCKING, META16 AT 24" O.C.
@ 24" O.C. W/ (2) 12d
END NAILS @ EACH
END.
LAY 2x4 BLOCKING
WALL SHEATHING PER OVER THE TOP OF THE
PLAN LINTEL PER PLAN
BOTTOM CHORD.
2x WALL, SEE PLAN ATTACH W/ (2) 1 Od
NAILS @ EACH TRUSS
AT 24" O.C.
STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL
NON-BEARING WALL CLIP DETAIL
SIMPSON H 1 0A DIAG.
TO BLOCKING Uj
Ile* It
6
Z
GABLE BRACING@ 48" PROVIDE 2x BLOCKING z
O.C. MAX. 450 FROM FOR NAILING 1 Uj
so
HORIZONTAL (+/- 100) 0. Uj <
BRACE NOT REQUIRED 10 z
6'FROM EAVES. 0 0
TRUSS PER PLAN 0
Do- _j
1,� M LL
SEE PLAN FOR
SUPPORT AND TIE
DOWN OF JACK
TRUSSES
PROVIDE BLOCKING
BETWEEN TRUSS BAYS 0
@ 48" O.C. FOR FIRST 3 SEE GABLE - \ -
BAYS CONNECTION DETAIL WALL PER PLAN
_V_ (FRAME WALL SHOWN;
FOR REQ'D C�
MAY ALSO BE U
CONNECTIONS MASONRY) 6
0 z
***NOTE: GABLES SPANNING LESS THAN 8'DO NOT REQUIRE BRACING*** U r_ 0
0
z
U
0
cc
0
'G"_E�0 GABLE END @ FLAT CEILING w/ BOSTON HIP
3/4"=11-0fo
M _r
ke-) 4X I %.j r I -A M
HEADER PER PLAN;
SEE HEADER
SCHEDULE & NOTES
FOR ADDT'L INFO.
SIMPSON LSTA12 OR
SP4 CONNECTORS @
24"o.c. IF HEADER WITH
UPLIFT SPAN 4'-6" OR
MORE.
2x DOWNFRAME TO
DOOR AS REQ'D
1/2" THREADED ROD
EA. SIDE OF HEADER
(CENTERED w/In TOP
PLATE & 6" FROM JAMB
STUDS) W/ MIN 7
EMBED. INTO SLAB
ONLY REQ'D @ BRG
WALL W/ UPLIFT
HEADER STUDS PER
HEADER SCHEDULE
U.N.O. ON PLANS
ATTACH JAMB STUDS
PER WF08/SD4
P.T BASE PLATE
co W z
SEE GE02/SD3 FOR - 8d NAILS @ 4" O.C, o
OUTLOOKER OR
CONV. FRAME OR uj
SHEATHING VALLEY TRUSSES PER
CANTILEVER PLAN Ogg 5
W (D
0 z
GABLE TRUSS
c/)
< z
EXT, SHEATHING; 0
ATTACH PER NAILING
SCHED. oil I
W �<_
(2) 16d NAILS TO EA. Lu z
Z 0
W
COMMON TRUSS
SIMPSON META16 @ 0
W
32" O.C. GABLE TRUSS MAIN SPAN ILL!
TO MASONRY. AT ROOF
WOOD WALL TRUSS
LOCATIONS USE UPLIFT CONNECTOR
LSTA18 OR MTS12 @ (SEE SCHEDULE)
32" O�C, MASONRY WALL
SHOWN, SEE PLAN
FOR WOOD OR
MASONRY
GABLE END AT VALLEY FRAMING
rGEO
3/4"=11-011
LO
z W 0
0 _j _j
W -
W
W 0
0 0
re W
0 Z
j W
W Z 0
0
STRUCTURALENG: CFG BED
DRAFTING:
-STRUCT: DJ
OC CHECK: cc
JOB No. TM - 2170946
SCALE: AS INDICATED
DATE: 06/09/2017
1/2"=I.-011 1 \,,� 3/4"=11-011 1 \,,� 1/2"=11-0" 1 \�
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC. is strictly prohibited,
3/4"=11_01t
SD3
NOTE: PIPE OR DUCT W1 (2) 1 Od NAILS@ 3" O.C.
PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE
BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 1 Od NAILS
LONG, TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE
INSTALL SIMPSON
PSPN516Z W1 (12) 16d
NAILS TYP. TOP & BOT.
TOP SPLICE@
DOUBLE 2X4 TOP ATTACH 2x8 STUDS TO —
PLATE TOP PLATE W1 (4) 12d
TOE -NAILS TYPICAL
AT ALL LOCATION
ATTACH 2x4 STUDS TO
TOP PLATE W1 (3) 12d
TOE -NAILS TYPICAL AT
ALL LOCATION
BOTTOM SPLICE OVER
STUD
TYPICAL TOP PLATE SPLICE @ BRG. WALL
6FO
DOUBLE 2x4 TOP NAIL FIELD INSTALLED
PLATE TOP PLATE TO FRAME
PROVIDE 2x4 ON TOP WALL OR PRE -
OF 2x8 TO PAD OUT ASSEMBLED WALL
TOP PLATE. ATTACH PANEL W/ (2) 1 Od NAILS
W/ (2) 10d NAILS 3" O.C, @ 8" O.C. (FOLLOW
(SOLID BLOCK W1 24) NAILING
REQUIREMENTS THIS
DETAIL FOR ALL TOP
PLATE SPLICE
LOCATIONS)
TOP SPLICE
DOUBLE 2x8 TOP
PLATE
TOP PLATE TRANSITION (2X4 TO 2X8 WALLS)
NOTES:
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN
2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION
3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY)
4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/411
1 Od x 3" COMMON 1" EDGE 1 1/2" EDGE
2 1/2" z
z W
W 1 1/2" z
IN C14
C14
C14 10d x 3" COMM(
OVERLAP TOP PLATE
AT CORNER 1 Od x 3" COMMON OPP. 10
SIDE z
NAIL BOTTOM PLATE
TO EACH PLY OF BUILT z
U)
UP COLUMN BELOW W/ co
co
(2) 10d NAILS
00�1
TOP PLATE CORNER TRANSITION _L� A V
(2) 2x4's (2) 2x6's
7F70* TYPICAL BUILT-UP STUD COLUMN DETAIL
10d x 3" COMM(
OPP. SIDE
(2) 2x8's
(2) 2x COLUMN
2 1/2" EDGE
0
z
a
ATTACH 2x4 STUDS TO
(2) 1 Od NAILS @ 3" 0. C.
TOP PLATE W1 (3) 12d
WITHIN 48" OF SPLICE
TOE -NAILS TYPICAL AT
TO STUDS OR BEAM W/
THEN (2) ROWS 10d
ALL LOCATION
(2) 1/4" X 41/V SIMPS,
NAILS @ 8" O.C.
MIN. 15/32" EXP 1 SHEATHING
EXT. BEAM PER PLAN
PLAN
OTHERWISE
2x4 WALL BEYOND
co �
�
NOTE: . SO . FFIT FRAMING & LEDGER NOT
AGAINST 2x8 STUDS
BEYOND
INSTALLED VERTICALLY.
3:
ATTACHED PER
NAIL SHEATHING AT FRAME WALL BOTTOM PLATE
MORE INFO &
MORE INFO &
W/ (2) 16d END NAILS
(WF08/SD3)
TOP SPLICE@
DOUBLE 2X4 TOP ATTACH 2x8 STUDS TO —
PLATE TOP PLATE W1 (4) 12d
TOE -NAILS TYPICAL
AT ALL LOCATION
ATTACH 2x4 STUDS TO
TOP PLATE W1 (3) 12d
TOE -NAILS TYPICAL AT
ALL LOCATION
BOTTOM SPLICE OVER
STUD
TYPICAL TOP PLATE SPLICE @ BRG. WALL
6FO
DOUBLE 2x4 TOP NAIL FIELD INSTALLED
PLATE TOP PLATE TO FRAME
PROVIDE 2x4 ON TOP WALL OR PRE -
OF 2x8 TO PAD OUT ASSEMBLED WALL
TOP PLATE. ATTACH PANEL W/ (2) 1 Od NAILS
W/ (2) 10d NAILS 3" O.C, @ 8" O.C. (FOLLOW
(SOLID BLOCK W1 24) NAILING
REQUIREMENTS THIS
DETAIL FOR ALL TOP
PLATE SPLICE
LOCATIONS)
TOP SPLICE
DOUBLE 2x8 TOP
PLATE
TOP PLATE TRANSITION (2X4 TO 2X8 WALLS)
NOTES:
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN
2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION
3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY)
4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/411
1 Od x 3" COMMON 1" EDGE 1 1/2" EDGE
2 1/2" z
z W
W 1 1/2" z
IN C14
C14
C14 10d x 3" COMM(
OVERLAP TOP PLATE
AT CORNER 1 Od x 3" COMMON OPP. 10
SIDE z
NAIL BOTTOM PLATE
TO EACH PLY OF BUILT z
U)
UP COLUMN BELOW W/ co
co
(2) 10d NAILS
00�1
TOP PLATE CORNER TRANSITION _L� A V
(2) 2x4's (2) 2x6's
7F70* TYPICAL BUILT-UP STUD COLUMN DETAIL
10d x 3" COMM(
OPP. SIDE
(2) 2x8's
(2) 2x COLUMN
2 1/2" EDGE
0
z
a
%.V T rOUIVI VV/kLLDVMr%U
BLOCKING
(2) 8d TOE NAILS TO
CMU WALL PER PLAN TRUSS CONNECTION
JOINT, MAX. 1/�8" GAP LEDGER PER PLAN
2X4 PT LEDGER W/
NAILING PER 1/4" X4" TAPCONS @ 12" 2x FRAME WALL PER
PL C E ELEV. FOR 'TSEE E EV
SCHEDULE O.C. PLAN
L
2x4 BLOCKING PLACED O.H. SIZE 0 H . SIj
FLATWISE (2) 16d
NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION (a)- FRAME
NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF TYPICAL SCAB OVERHANG
NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE AR
REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1#_011
3/4"=lf-011
SHEATHING PER PLAN
2x4 SYP #2 LEDGER.
-7
W :E:
WX
OVERDRIVEN, UVIN I At, I Cum FOR REVIEW OF CA I CMIWM 0 1 UW0
TO STUDS OR BEAM W/
Uj
1-1/2"=V_011
(2) 1/4" X 41/V SIMPS,
2x DBL TOP PLATE
MIN. 15/32" EXP 1 SHEATHING
EXT. BEAM PER PLAN
PLAN
NAIL PER PLAN
3/8" SHEATHING PER PLAN
co �
�
NOTE: . SO . FFIT FRAMING & LEDGER NOT
BLOCKING @ 24" O.C.
BEYOND
INSTALLED VERTICALLY.
3:
(D
NAIL SHEATHING AT FRAME WALL BOTTOM PLATE
MORE INFO &
MORE INFO &
W/ (2) 16d END NAILS
REQUIRED WITH ALUMINUM SOFFIT U.N.O. BY
(n M
PLAN VIEW @ TOP OF POST
2x4 SYP #2 OR
0
U- z
CONNECTION
AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING
C'4 2
ABU POST BASE PER
O.C. MAX.
SOFFIT MANUFACTURER'S SPECIFICATIONS.
2x BLOCKING Wt (2)
- - - - - -
U_ 0
X
Uj =F
Z
+ +
(1) ROW OF 8d COMMON NAILS @ 3" O.C.
'A'= NAIL SPACING
@ EACH STUD
U_
CUT TO FIT
T
PLAN FOR ADDITIONAL
LIU
FL 3: :D LO
Q
NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON
j.
(6�0 CORNER COLUMN FRAMING
I&
POCKET SGD
SHEATHING DIAGRAM
PRE-ENGINEERED
U_ 1:
LU 05
SIMPSON LSTA30 W/
NAILS @ 3" O.C.
A 1/2"
3/4"=11-011
A
;%
ROOF SHEATHING,
4-1"0 0
11-7
(22) 10d NAILS (ALL
CORNER CONDITIONS
a. M 0
WALL TO PRECAST
NAIL OPENING PERIMETER w/ (2) ROWS OF 8d
1
W/ (2) 16d END NAILS
op S�q
FASTEN PER PLAN
0A,
WN I im—M
-I ir
%
CL W Z M
U
t+ + +
(4) 12d NAILS EACH
COMMON NAILS @ 3" O.C.
_0 0
NAIL PER PLAN
C`/_/
111
O/Y
2X4 #2 SYP P.T. @ EA.1
WALL SHEATHING
0 FU
SEE PLAN FOR
NAIL INT. W/ 8d COMMON NAILS @ 12" O.C� & NAIL
0
Un)
16" O.C. MAX.
TRUSS W/ (4) 12d NAILS
2X8 W/ (2) 10d NAILS @
_97"
SPLICE, SEE SPLICE
24" O.C.). IF MASONRY
USE (2) 1/4" TAPCONS
EDGE$ 6" O.C. U.N.O. ON PLANS
A 1/2"
INTO TRUSS & (3) 12d
EACH VERTICAL
2x4 FRAMING @ 24"
2x BRG WALL, SEE
PLAN FOR STUD SIZE &
OPENING
DETAIL. MAX 1/8"
SPACE BETWEEN
2
11.1 LU
TRANSOM BETWEEN
STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d
DOUBLE NAIL EDGE SPACING
2x SCAB w/ 10d NAILS
SPACING. MIN (2) 2x
O.C. MAX.
-
SEE FLOOR PLAN FOR
PANELS
Uj I-_
(n
LINTELS
COMMON NAILS @ 3" O.C.
UNDER GIRDER TRUSS
@ 4" O.C.
?x FASCIA
PROVIDE (4)10d x3"
LINTEL PER PLAN SLOPE AS REQ'D
LINTEL PER PLAN
SLOPE AS REQ'D
W
U.N.O.
PLYWOOD SPLICES @ HEADER - NAIL SHEATHING To
EXTERIOR SHEATHING
PER -ENG TRUSSES
2x6 #2 SYP P.T. CONT.
NAILS AT JOINT
2x6 #2 SYP P.T. CONT.
3
U
_j
0
0
>
HEADER W1 8d COMMON NAILS @ 3" O.C. (2) ROWS @
STUD
PER PLAN
w/ (2) 1/4" x 3 1/2"
2x SCAB w/ 10d NAILS
2x BLOCKING
TYP.
rAROUND
C
2x STUDS BEYOND,
0
TAPCONS @ 12" O.C.
TOP & BOTTOM
SHEATHING SPLICE,
@ 4" O.C.
(2) 2x TOP PLATE
PEENING
0 op
SEE PLAN FOR MORE
LL
LL
(D
(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @
BETWEEN EXTERIOR
TRUSS CONNECTIO
PER -ENG TRUSSES
VERTICALLY
III
INFO
0
STUD
VERTICAL MEMBER IF GABLE END
SHEATHING &
PER PLAN
im
2x FASCIA PER PLAN
2x6
%.V T rOUIVI VV/kLLDVMr%U
BLOCKING
(2) 8d TOE NAILS TO
CMU WALL PER PLAN TRUSS CONNECTION
JOINT, MAX. 1/�8" GAP LEDGER PER PLAN
2X4 PT LEDGER W/
NAILING PER 1/4" X4" TAPCONS @ 12" 2x FRAME WALL PER
PL C E ELEV. FOR 'TSEE E EV
SCHEDULE O.C. PLAN
L
2x4 BLOCKING PLACED O.H. SIZE 0 H . SIj
FLATWISE (2) 16d
NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION (a)- FRAME
NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF TYPICAL SCAB OVERHANG
NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE AR
REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1#_011
— -Tj
71—
SHEATHING PER PLAN
2x4 SYP #2 LEDGER.
-7
W :E:
WX
OVERDRIVEN, UVIN I At, I Cum FOR REVIEW OF CA I CMIWM 0 1 UW0
TO STUDS OR BEAM W/
Uj
2x4 #2 SPF
(2) 1/4" X 41/V SIMPS,
= �_
0
EXT. BEAM PER PLAN
PLAN
NAIL PER PLAN
(2) 2x BUILT-UP COL.
co �
�
SEE TRUSS PLAN FOR
BLOCKING @ 24" O.C.
NAILS PER PLY
w/ (2) 114" X 31%" SIMPS.'
3:
0
0
SDS SCREWS @ 16"
MORE INFO &
MORE INFO &
W/ (2) 16d END NAILS
rn
U_
(n M
PLAN VIEW @ TOP OF POST
2x4 SYP #2 OR
SYP #2 LEDGER w/ 1/4"
CONNECTION
0
C'4 2
ABU POST BASE PER
O.C. MAX.
0-
2x BLOCKING Wt (2)
(2) 2x TOP PLATE
U_ 0
X
6/8" THREADED ROD w/
+ +
FLOOR SYSTEM
NUT SET IN ADHESIVE
@ EACH STUD
U_
CUT TO FIT
2x BOTTOM PLATE
PLAN FOR ADDITIONAL
_U
INFO
OPENING SIZE
BEYOND SEE PLAN
(6�0 CORNER COLUMN FRAMING
TOP & BOT., 2x8 TO
POCKET SGD
SHEATHING DIAGRAM
PRE-ENGINEERED
6Flb� EXTERIOR SHEATHING SCHEDULE
SIMPSON LSTA30 W/
2x12 w/ 10d X 3" NAILS
@ 6" O.C. 2x12 AT
3/4"=11-011
@ 24" O.C. w/ EXT.
SHEATHING PER
2x4 #2 SPF
BLOCKING @ 24" O.C.
%.V T rOUIVI VV/kLLDVMr%U
BLOCKING
(2) 8d TOE NAILS TO
CMU WALL PER PLAN TRUSS CONNECTION
JOINT, MAX. 1/�8" GAP LEDGER PER PLAN
2X4 PT LEDGER W/
NAILING PER 1/4" X4" TAPCONS @ 12" 2x FRAME WALL PER
PL C E ELEV. FOR 'TSEE E EV
SCHEDULE O.C. PLAN
L
2x4 BLOCKING PLACED O.H. SIZE 0 H . SIj
FLATWISE (2) 16d
NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION (a)- FRAME
NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF TYPICAL SCAB OVERHANG
NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE AR
REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1#_011
,aX0 o j r
STUDS W1 (2) 1/4" X 41%,"
SIMPS. SDS SCREWS @
16" O.C. MAX.;
TO GABLE END STUDS v
EXTERIOR WALL/TRUSS (2) 1/4" X 3%." SIMPS. SD,'
SCREWS @ 16" O.C.
MAX.;
TO MASONRY w/ 2x6 PT
SYP #2 LEDGER W/ (2)
1/4" x 2 3/4" TAPCONS Al
12 12" O.C.
ISEE PLAN
SIMPSON H3 CLIP —
CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN
SHEATHING PER PLAN
2x4 SYP #2 LEDGER.
-7
BEAM INTO LONG SPAN AS INDICATED ON
OVERDRIVEN, UVIN I At, I Cum FOR REVIEW OF CA I CMIWM 0 1 UW0
TO STUDS OR BEAM W/
Uj
2x4 #2 SPF
(2) 1/4" X 41/V SIMPS,
STRAP IS NOT REQUIRED.
SEE ROOF SHEATHING,
EXT. BEAM PER PLAN
PLAN
NAIL PER PLAN
(2) 2x BUILT-UP COL.
am
SEE TRUSS PLAN FOR
SEE TRUSS PLAN FOR
BLOCKING @ 24" O.C.
NAILS PER PLY
w/ (2) 114" X 31%" SIMPS.'
DOUBLE TOP PLATE
'FASCIA
SDS SCREWS @ 16"
MORE INFO &
MORE INFO &
W/ (2) 16d END NAILS
POST TO BEAM
COMMUNITY SPECS
PLAN VIEW @ TOP OF POST
2x4 SYP #2 OR
SYP #2 LEDGER w/ 1/4"
CONNECTION
CONNECTION
EACH END
ABU POST BASE PER
O.C. MAX.
SIMPSON SP4 OR SP2
2x BLOCKING Wt (2)
(2) 2x TOP PLATE
SHINGLE ONLY
6/8" THREADED ROD w/
+ +
X X X X
NUT SET IN ADHESIVE
@ EACH STUD
12d NAILS @ EACH END
2x12 BOX HDR w/ 2x8's
PLAN FOR ADDITIONAL
_U
INFO
SIDE VIEW @ BASE OF POST
(6�0 CORNER COLUMN FRAMING
TOP & BOT., 2x8 TO
POCKET SGD
2x8 #2 SPF VERTICAL
PRE-ENGINEERED
SIMPSON LSTA30 W/
2x12 w/ 10d X 3" NAILS
@ 6" O.C. 2x12 AT
2x4 #2 SYP CONT. w/ (2)
@ 24" O.C. w/ EXT.
SHEATHING PER
2x4 #2 SPF
BLOCKING @ 24" O.C.
ROOFTRUSS-SEE
(22) 10d NAILS (ALL
CORNER CONDITIONS
z
:5
WALL TO PRECAST
BUILDER
14 NAILING SCHEDULE &
W/ (2) 16d END NAILS
FRAMING PLAN FOR
SPACING
EXTERIOR SHEATHING
STRAP AROUND
a-
ULI
LINTEL W/ (2)ROWS OF
4AILS AT JOINT
t+ + +
(4) 12d NAILS EACH
EACH END
NAIL PER PLAN
TALLER STUD)
111
1/4" x 4" TAPCONS @
2X4 #2 SYP P.T. @ EA.1
.4 TRUSS MEMBER
SEE PLAN FOR
Un)
16" O.C. MAX.
TRUSS W/ (4) 12d NAILS
2X8 W/ (2) 10d NAILS @
_97"
CONNECTION
24" O.C.). IF MASONRY
USE (2) 1/4" TAPCONS
STAGGERED
INTO TRUSS & (3) 12d
EACH VERTICAL
X X.
2x BRG WALL, SEE
PLAN FOR STUD SIZE &
EMBED.
W)
F_
TRANSOM BETWEEN
TOENAILS INTO OTHER
TRUSS
TRANSOM BETWEEN
SEE WALL CLIP DETAIL
FOR MORE INFO
SPACING. MIN (2) 2x
SEE FLOOR PLAN FOR
I L—i 11 LINTELS
LINTELS
A
UNDER GIRDER TRUSS
?x FASCIA
MORE BRG. WALL INFO
LINTEL PER PLAN SLOPE AS REQ'D
LINTEL PER PLAN
SLOPE AS REQ'D
LINTEL PER PLAN
U.N.O.
2) 8d TOE NAILS
2x6 #2 SYP P.T. CONT.
TRUSS PER PLAN
2x6 #2 SYP P.T. CONT.
U
z
0
>
rOLEDGER
w/ (2) 1/4" x 3 1/2"
w/ (2) 1/4" x 3 1/2"
2x BLOCKING
TAPCONS @ 12" O.C.
TAPCONS @ 12" O.C.
(2) 2x TOP PLATE
0 P
SPACED EVENLY
qAILS @ 16" O.C.
SPACED EVENLY
SIMPSON LSTA24 EACH
U.
(D
VERTICALLY
VERTICALLY
STUD
ATTACH 2x TO —
ce. III
im
1
2x6
2x BRG WALL, SEE
PRE -ENG. ROOF
BUILT-UP W/ (2)
0
2x8 wl (2) 1 Od NAILS @
2x8 w/ (2) 10d NAILS @
NALL
PLAN FOR STUD SIZE &
TRUSS PER PLAN
ROWS OF 10d NAILS
z
POCKET SGD 3" O.C. TO EA. 2x6
POCKETSGD
EACH VERTICAL
POCKETSGD
SPACING. MIN (2) 2x
STAGGERED @ 8" O�C-
Iv—
ATTACHMENT BY VERTICAL
ATTACHMENT BY
ATTACHMENT BY
UNDER GIRDER TRUSS
SEE PLAN FOR
11
LLJ
BUILDER
BUILDER
BUILDER
U.N.O.
CONNECTION
0
fiF1SECTION @ DOUBLE BEARING
fiF1 STEP @
BEARING FRAME WALL
0 1� HEADER @ POCKET SLIDER w/ TRANSOM
(��SO2 HEADER @ POCKET SLIDER w/ TRANSOM
HEADER@ POCKET SLIDER
3/4"=11_01f
3/4"=1 -011
1/2"=V-0"
CL
1/2"=11-011
-an i ant-_= -rn
STRUCTURALENG:
,aX0 o j r
STUDS W1 (2) 1/4" X 41%,"
SIMPS. SDS SCREWS @
16" O.C. MAX.;
TO GABLE END STUDS v
EXTERIOR WALL/TRUSS (2) 1/4" X 3%." SIMPS. SD,'
SCREWS @ 16" O.C.
MAX.;
TO MASONRY w/ 2x6 PT
SYP #2 LEDGER W/ (2)
1/4" x 2 3/4" TAPCONS Al
12 12" O.C.
ISEE PLAN
SIMPSON H3 CLIP —
CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN
SHEATHING PER PLAN
2x4 SYP #2 LEDGER.
-7
BEAM INTO LONG SPAN AS INDICATED ON
BEAM
TO STUDS OR BEAM W/
Uj
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN
(2) 1/4" X 41/V SIMPS,
STRAP IS NOT REQUIRED.
MEMBERS ONLY
EXT. BEAM PER PLAN
PT POST PER PLAN
LAP BEAM PLYS AND
O.C. MAX,;
am
NAIL AS SHOWN (5) 1 Od
TO GABLE END STUDS -.-
NAILS PER PLY
w/ (2) 114" X 31%" SIMPS.'
4'-0" MAX.
'FASCIA
SDS SCREWS @ 16"
EXT. BEAM PER PLAN
HTS20 CLIP FROM
O.C. MAX.;
POST TO BEAM
COMMUNITY SPECS
PLAN VIEW @ TOP OF POST
2x4 SYP #2 OR
SYP #2 LEDGER w/ 1/4"
PT POST PER PLAN
x 2 3/4" TAPCONS @12"
ROOF TRUSSES @ 24"
ABU POST BASE PER
O.C. MAX.
SIMPSON H3 CLIP
PLAN
SHINGLE ONLY
6/8" THREADED ROD w/
�x4 FRAMING @ 24"
0
NUT SET IN ADHESIVE
SEE FOUNDATION
PLAN FOR ADDITIONAL
_U
INFO
SIDE VIEW @ BASE OF POST
(6�0 CORNER COLUMN FRAMING
EACH VERTICAL
,aX0 o j r
STUDS W1 (2) 1/4" X 41%,"
SIMPS. SDS SCREWS @
16" O.C. MAX.;
TO GABLE END STUDS v
EXTERIOR WALL/TRUSS (2) 1/4" X 3%." SIMPS. SD,'
SCREWS @ 16" O.C.
MAX.;
TO MASONRY w/ 2x6 PT
SYP #2 LEDGER W/ (2)
1/4" x 2 3/4" TAPCONS Al
12 12" O.C.
ISEE PLAN
SIMPSON H3 CLIP —
LINTEL PER PLAN
SHEATHING PER PLAN
2x4 SYP #2 LEDGER.
-7
0
Z
(4) 1 Od NAILS FOR
TO STUDS OR BEAM W/
Uj
CONV. FRAMED
(2) 1/4" X 41/V SIMPS,
FASTEN PER PLAN
MEMBERS ONLY
SDS SCREWS @ 16"
Uj
Uj
O.C. MAX,;
am
Z
TO GABLE END STUDS -.-
W
w/ (2) 114" X 31%" SIMPS.'
4'-0" MAX.
'FASCIA
SDS SCREWS @ 16"
PER
O.C. MAX.;
X
COMMUNITY SPECS
TO MASONRY w/ 2x4 PT
2x4 SYP #2 OR
SYP #2 LEDGER w/ 1/4"
PRE-ENGINEERED
x 2 3/4" TAPCONS @12"
ROOF TRUSSES @ 24"
O.C.
O.C. MAX.
SIMPSON H3 CLIP
DESIGNED FOR
SHINGLE ONLY
(S�Poi TYPICAL SHED ROOF DETAIL
�x4 FRAMING @ 24"
� NOT USED
OUTSIDE (2) 2x4's
!�t�
C
0
0
z
W
00
EDGE DISTANCE
PER V&AIL
__7r /__
10d x 3"
INSIDE PLY NAILS NAILED AT 8" O/C
STAGGERED. OUTSIDE NAILS NAILED AT 8"O/C. OUTSIDE 2x's
(3+) 2x COLUMN
10d x 3" OPP. SIDE
kNCE PER
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ry
1 U)
w
0
I OP.,
z
(D
U)
LU
06 Ogg a
Uj (.9
z
F_
U)
SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF z
MORE INFO & ROOF SHEATHING 0
CONNECTION 0 b
+ +
+ + <
W �_ I -
W z z 151
2x8 #2 SPF VERTICAL _j 0
@ 24" O.C. w/ EXT. im != Uj 2
@ 24" O.C. wl EXT.
LINTEL PER PLAN
ROOF SHEATHING,
0
Z
Uj
co
s
FASTEN PER PLAN
U.
Uj
Uj
_j
<
a
am
Z
z
(D
U)
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06 Ogg a
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z
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MORE INFO & ROOF SHEATHING 0
CONNECTION 0 b
+ +
+ + <
W �_ I -
W z z 151
2x8 #2 SPF VERTICAL _j 0
@ 24" O.C. w/ EXT. im != Uj 2
@ 24" O.C. wl EXT.
LINTEL PER PLAN
ROOF SHEATHING,
0
Z
6
=F SHEATHING,
FASTEN PER PLAN
W
Uj
_j
<
a
"ASTEN PER PLAN
4
(4) 12d NAILS EACH
W
0�
TRUSS MEMBER (TOP
X
fit
11100
TRUSS MEMBER
0
AND BOTTOM CHORDS
M
U_
�x4 FRAMING @ 24"
2x8 w/ (2) 1 Od NAILS @
2x8 w/ (2) 10d NAILS @
).C. MAX.
EACH VERTICAL
POCKET SGD
EACH VERTICAL
2x4 #2 SYP CONT. w/ (2)
"ROVIDE (4) 10d x 3"
BUILDER
16d COMMON NAILS
4AILS AT JOINT
EA. STUD OR TRUSS
0
MEMBER, TYP. (MAX
1/2"=1'-0"
1/2"=11-0"
24" O.C.). IF MASONRY
USE (2) 1/4" TAPCONS
EMBED.
W)
F_
W/ MIN. 2" @
0
U
?x FASCIA
0 _j
24" O.C.
6
2) 8d TOE NAILS
-
W
TRUSS PER PLAN
U
z
0
>
rOLEDGER
?x4 LEDGER W1 (2) 16d
0 P
0
qAILS @ 16" O.C.
U.
(D
W
)R
WOOD/MASONRY
0
ce. III
im
1
WALL OR TRUSS, SEE
0
0
NALL
PLAN (TRUSS SHOWN)
z
W
0
b _j Z
0
�6�02 LEDGER @ LOW ROOF
LLJ
0
W
z
(D
U)
LU
06 Ogg a
Uj (.9
z
F_
U)
SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF z
MORE INFO & ROOF SHEATHING 0
CONNECTION 0 b
+ +
+ + <
W �_ I -
W z z 151
2x8 #2 SPF VERTICAL _j 0
@ 24" O.C. w/ EXT. im != Uj 2
@ 24" O.C. wl EXT.
LINTEL PER PLAN
SHEATHING PER
SHEATHING PER
NAILING SCHEDULE &
W
NAILING SCHEDULE &
4
(4) 12d NAILS EACH
W
(4) 12d NAILS EACH
TRUSS MEMBER (TOP
X
TRUSS MEMBER
AND BOTTOM CHORDS
ALONG W/ WEBBING)
2x8 w/ (2) 1 Od NAILS @
2x8 w/ (2) 10d NAILS @
EACH VERTICAL
POCKET SGD
EACH VERTICAL
ATTACHMENT BY
BUILDER
A_�o HEADER@ POCKET SLIDER
1/2"=1'-0"
1/2"=11-0"
W)
F_
z W
0
0 _j
_j
V) W
-
W
0
0 P
0
2 co
W
ce. III
im
0
z
W
b _j Z
0
LLJ
0
W
CL
STRUCTURALENG:
CFG BED
DRAFTING:
-STRUCT:
DJ
QC CHECK:
cc
JOB No.
TM - 2170946
SCALE:
AS INDICATED
DATE:
06/09/2017
3/4'1=11-0f' 1\�� 1/7=11-011 1\,�
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC, Any use, duplication, ortransfer ofthese documents without the expressed, written consentofIVIONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC, is strictly prohibited.
SD4
SHINGLE OR TILE PER
ARCHITECTURAL
ELEVATIONS.
PRE-ENGINEERED —
ROOF TRUSSES @ 24"
O.C.
TYPICAL TRUSS TO -
FRAME CONNECTION.
SEESTANDARD
CONNECTOR NOTES
gL BEARING
',IF SEE PLAN
SEE ARCHITECTURAL
PLAN FOR OVERHANG
INFO
WINDOWAS
SCHEDULED
EXTERIOR FINISH PER
PLAN
MID -SPAN BLOCKING
U.N.O.
INSULATION PER PLAN -
SEE DETAILS WS10,
WS1 1 OR WS1 3 FOR
ADDITIONAL
INFORMATION THIS
SHEET
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
k BEARING
\JF SEE PLAN
LINTEL AS PER PLAN —
LINTEL ASPER PLAN
WD. HID. HT.
SEE PLAN
PRECAST CONC. OR
POWERS STEEL SILL
TYP. @ ALL WINDOWS _F_T�T
EXT FINISH PER PLAN
VERT REINF. BEYOND
MASONRY WALL PER
PLAN
FIN. FLR.
01-01f
GRAD
DBL. TOP PLATE
HDR. PER PLAN
2x STUDS, SEE
FRAMING PLAN FOR
SPACING AND GRADE
AND SEE ARCH PLAN
TO VERIFY SIZE
IN . I I
2x BOTTOM PLATE w/
(2) 12d AT 12" O.C.
3/4" FLOOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
FLOOR TRUSSES SEE
PLAN FOR DEPTH AND
DIRECTION i
"A
NOTE: ALL FLOOR PRE-ENGINEERED I mul�� I-) I MAV - %1>1= PRE-ENGINEERED
TRUSSES TO BE P.T, IF ROOFTRUSS-SEE FRAMING PLAN FOR ROOFTRUSS-SEE
NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR
BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING
PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER STRUCTURAL COL PER
ROOF TRUSSES AT 24- TRUSSSTRAP-SEE PLAN FOR SIZE AND PLAN FOR SIZE AND
O.C. FRAMING PLAN FOR REQ'D # OF STUDS REQ'D # OF STUDS
NOTE:
STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED
AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL
SHEATHING IS NOT CONT, FROM TOP OF WALL TO BOTTOM OF FLOOR
SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS
BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP
AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS
TF
10-01
SOLID SHEATHING @
CONNECTIONS
SIMPSON MSTAM36
L
DOUBLE 2x TOP PLATE
(3) 2x STUD PACK
DOUBLE 2x TOP PLATE
SOLID SHEATHING @
x1-1/2" @ 24" O.C. (USE
TYPICAL TRUSS TO
STRAP W/ (10) 1 Od TO,
SP6 @ 2x6 STUDS &
2x BOTTOM PLATE
FOR FTG.
SP8 @ 2x8 STUDS)
2x BOTTOM PLATE
HEADER
CL
FRAME CONNECTION.
STUDS & (8) 1/4" X
3/4" FLOOR SHEATHING
U.N.O. ON PLAN
C)
3/4" FLOOR SHEATHING
HEADER-SEE2ND
SIMPSON SP4 w/ (6) 10d
FLUSH W/ FACE OF
SEESTANDARD
2-1/4" TITEN SCREWS
ATTACHED PER
ATTACHED PER
4
xl-1/2"@24"O.C. (USE
CONNECTOR NOTES
TO LINTEL COURSE.
NAILING SCHEDULE
NAILING SCHEDULE
SIMPSON LSTA30
SP6 @ 2x6 STUDS &
SIMPSON LSTA30
USE SIMPSON
BARRIER (FELT PAPER
STRAP(MAX10'
SP8 @ 2x8 STUDS)
STRAP (MAX 10'
I
MSTCM60 STRAP W/
ATTACH 2x STUDS W/ __A
ANGLE) W/ (22) 1 Od
OR SIM) IS PROVIDED
ANGLE) W/ (22) 1 Od
REFER TO PLAN FOR
(20) 16d SINKERS & (14
SCHEDULE; PROVIDE I
/
NAILS. BEND STRAP
(2) 2x SPF TOP PLATE
NAILS. BEND STRAP
BUILT-UP COLUMN
1/4" X 2-1/4" TAPCONS
SEE FRAMING PLAN
OVER TOP PLATE MIN.
U.N.O. ON PLAN
OVER TOP PLATE MIN.
INFO.
FOR TRUSSES 20" TO
FOR FLOOR
SHEATHING AND
3", THEN RUN DOWN
CONNECTION
3", THEN RUN DOWN
MASONRY
26" DEEP
NOTE: IF WOOD WALL OR BEAM BELOW USE
CMU WALL BELOW PER DETAIL INCDICATED
PROVIDE BLOCKING
FACE OF JAMB STUDS/
HEADER-SEE2ND
FACE OF JAMB STUDS/
PRE -ENG. FLOOR
(IF TITENS ARE NOT IN
ON FLOOR FRAMING. INDICATED BASE STRAP
0C:nIF'% M1 CMUCD Cir'M AC AAIA I I ic wcny
BELOW JAMBS
HEADER
FLOOR PLAN FOR MIN.
HEADER
SYSTEM - IF NO FLOOR
SYSTEMINSTALL
LINTEL COURSE OR
EXTERIOR SHEATHING
HEADER SIZE & REQ'D
KNEEWALL & PROVIDE
INTO FILLED CELL USE
1/4" X 1 3/4" TITENS)
(1) SIMPSON LSTA30
STRAP W/ (11) 1 Od TO
FROM TOP OF WALL
JAMB STUDS
EXTERIOR SHEATHING
SOLID BLOCKING
U.N.O.
FLOOR TRUSS PER
STUDS ABOVE PLATE
FLOOR TRUSS SEE
TO BOT. RIBBON, NAIL
PER PLAN
FROM TOP OF WALL
UNDER COLUMN
PLAN
U.N.O.
FRAMING PLAN FOR
IF HEADER IS UPSET
TO BOT. RIBBON, NAIL
ABOVE
PROVIDE SOLID
CONNECTION INFO..
(2) 2x SILL AT WINDOW -
AND WINDOW IS
PER PLAN
TF
10-01
SOLID SHEATHING @
I
L
HEADER
(3) 2x STUD PACK
SIMPSON SP4 w/ (6) 10d
x1-1/2" @ 24" O.C. (USE
z
SP6 @ 2x6 STUDS &
0
FOR FTG.
SP8 @ 2x8 STUDS)
l'—
CL
(2) 2x SPF TOP PLATE
TRUSSES TO BE P.T. IF
U.N.O. ON PLAN
C)
HEADER-SEE2ND
0
LLJ
FLUSH W/ FACE OF
FLOOR PLAN FOR MIN.
0
HEADER SIZE & REQ'D
JAMB STUDS AN
NO MOISTURE
BLOCKING BELOW SEE DETAIL WS1 I FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL IF HEADER IS UPSET
BAND JOIST & BLKG MORE INFO FLOOR GIRDER OR AND WINDOW IS
MASONRY WALL SEE BEAM; SEE PLAN LOWER: (1) 2x SILL LLJ
FLOOR TRUSS STUD PACK w/ 1 Od TOENAILS. EXT.
NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 1 Od
OR LVL GIRDER COL. EVEN WITHIN AT EA. END NAILED TO PLATE w/ (2) 1 Od
TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(l) 2x TOENAILS. EXT.
NO MOISTURE TYPICAL GIRDER COL. CONNECTION TYPICAL GIRDER COL. HIGH BEAM ATTACH SILL w/ (2) 1 Od SILL PLATE w/ (2) 10d HEADER OPENINGS
BARRIER (FELT PAPER fis-04 If= AS 0 0-01, TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(I) 2x
3/4 11-01, 3/4"=1 &'? 0)
,OR SIM) IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) SILL PLATE w/ (2) 1 Od Vz C")
;0!
V
TOENAILS. OPENING
WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35
(2) 2x SILL AT WINDOW 00
REFER TO PLAN FOR 2x 2ND FLOOR STUDS LARGER THAN 4FT: (2) Ld
CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS C2
BUILT-UP COLUMN % C:�j
SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO 2x SILL PLATE w/ A35 z
INFO. _ -1 CLIPS EACH SIDE w/ 2x Uj co
STRAPS CENTERED @ THAN 4'BUT LESS w/ (2) 1 Od TOENAILS gz� d
STUD PACK w/ 1 Od
BEARING WALL PER FLOOR W/ (14) 1 Od THAN 6' CRIPPLES @ 16" O.0 _j
T&B (PLYWOOD
TAPA NAILS @ 8" O.C. THEN
PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ — SHEATHING REQ'D STUDS @ 16" O.C. w/ (2) 1 Od TOENAILS
T&B (PLYWOOD
PLAN FOR FLOOR (7) 1 Od NAILS & (4) 1/4"
MID -HEIGHT BLOCKING SYSTEMINFO. 7\ x 2 1/4" TITENS; IF SHEATHING REQ'D 0
SEPARATE SHEATHING TOE NAILS AT EA. END T&B) i
PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G 111111111110" M UL
SCHEDULE N ATTACH 2x STUDS W1 (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 L\
1/2" DIA. THREADED (2) SIMPSON LSTA18 ----- ----- (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60
CLIP AT EA. END FOR
ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER
CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD.
COL; SEE BRG WALL/ FLOOR w/ (14) 1 Od SINKERS & (14) 1/4" X 2 THAN 4'BUT LESS
2 -STORY WALL NAILS (2) SIMPSON LSTA18 THAN 6' 0
(IF TITENS ARE NOT IN
SECTION FOR MORE STRAPS CENTERED @
(2) SIMPSON META16 FLOOR W/ (14) 1 Od LINTEL COURSE OR SIMPSON LSTA30 wl
INFO. 2x TOP & BOT.
REFER TO FLOOR TRUSS TO NAILS INTO FILLED CELL USE RIBBONS, CONT. (11) 1 Od TO STUDS
MASONRY WALL 1/4" X 1 3/4" TITENS) ABOVE PLATE U.N.0,
r_VUj14U11X 1 &VIN r"WIMIJ
I
L
(3) 2x STUD PACK
NOTE: ALL FLOOR
FOR FTG.
EXT. SHEATHING
ATTACH PER NAILING
TRUSSES TO BE P.T. IF
INFORMATION
FLUSH W/ FACE OF
SCHEDULE
NO MOISTURE
MASONRY ATTACHED
BARRIER (FELT PAPER
PER NAILING
I
ATTACH 2x STUDS W/ __A
OR SIM) IS PROVIDED
SCHEDULE; PROVIDE I
/
(2) 16d NAILS @ 6" O.C.
I
(4) 2x STUDS
SEE FRAMING PLAN
1/8" GAP BETWEEN
STANDARD CORNER A -A
IF FLOOR SYS. NOT PRESENT PER FLOOR
FRAMING PLAN, 2nd FLR STUDS TO BEAR ON
FOR FLOOR
SHEATHING AND
CONNECTION
MASONRY
NOTE: IF WOOD WALL OR BEAM BELOW USE
CMU WALL BELOW PER DETAIL INCDICATED
PROVIDE BLOCKING
MASONRY WALL PER
SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR
ON FLOOR FRAMING. INDICATED BASE STRAP
0C:nIF'% M1 CMUCD Cir'M AC AAIA I I ic wcny
BELOW JAMBS
- FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d
STOPPING AT 1000 SQ PLAN SINKERS AND (14) Y4"X2%4" TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE
FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO
STOPPING MATERIALS A�S4 2nd FLOOR CORNER FRAMING ATTACHMENT HEADER CONNECTION @ 2nd FLOOR
MIN THICKNESS SHALL fiS4 TYPICAL TWO STORY COL. @ GIRDER
BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"= 1 1-01,
15/32" OR 7/16" OSB. 111_�
ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER
TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING
11 ATTAr'W=rl D= DETAIL WF1 O/SD4 ATTACHED PER DETAIL WF 1 O/SD4 ATTACHED PER D ETAI L WF 1 O/SD4
3/4"=11-011
Ira V.U. lutIA1,4V
BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN
2xSTUDS,SEE 2xSTUDS,SEE UNDER WINDOWS AND 2x STUDS,SEE ATTACH PER NAILING
2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE,
@ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUSFROM
SPACING AND GRADE TOP OF TOP PLATE TO
TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE.
TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN
2x4 #2 SYP ANGLE 2x BLOCKING FOR
2x BOTTOM PLATE W1 (MAX) 2x BOTTOM PLATE W1 2x BOTTOM PLATE W/ BEARING WALL PER
AGAINST TRUSS (2) 12d @ 12" O.C. (2) 12d @ 12" O.C� SHEATHING/ DRYWALL (2) 12d @ 12" O.C. PLAN
VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d
W/ (3) 12d NAILS EACH PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM
END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) X PLATE
FRAME 2x4 KNEE 16d NAILS; BOTTOM (2) H5 EA. FLOOR
16d NAILS; BOTTOM
WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE
SY& 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT
CMU FLOOR DECKING TO
- CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU La SEE TRUSS LAYOUT ACCOMMODATE
SEE FOUNDATION (MAX) CONNECTOR (2) ROWS 8d NAILS @ ----
FOR HANGER
PLAN FOR MORE INFO 1/2" GYP. CLG BID OR SCHEDULEFOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL STRAP
CONNECTION
(1) 5/8" TYPE "X" WHEN (1) ROWS 8d NAILS @ (1) 5/8" TYPE "X" WHEN 3" O.C. WALL SEE PLAN FOR SHEATHING TO EA.
IN GARAGE IN GARAGE SHEATHING TO RIBBON
2x RIBBON OR
3" O.C. WALL BOTTOM RIBBON SIMPSON META16 AT CANTILEVER
MASONRY WALL PER SHEATHING TO MASONRY WALL PER BLOCKING w/ (4) 16d
PLAN PLAN MASONRY OR MTS12
OR (3) 16d TOENAILS
- SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR MAX. 1/8" GAP AT WOOD NOTE: ALL FLOOR
DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF MAX. 1/8" GAP TRUSSES TO BE P.T. IF BETWEEN SHEATHING TRUSSES TO BE P.T. IF
NO MOISTURE BETWEEN SHEATHING NO MOISTURE &CMU MASONRY OR FRAME NO MOISTURE
BARRIER (FELT PAPER &CMU BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER
2x4 PT SILL PLT. IF IOR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN
OR SIM) IS PROVIDED I KNEEWALL
TYPICAL TWO STORY SECTION /VVS1( TWO STORY PARALLEL FLOOR CONNECTION LVIS11 TWO STORY PERP. FLOOR CONNECTION CANTI LEVERED FLOOR TRUSS CONN CTION fflblt FLOOR TRUSS TO GIRD RCONN CTION
3/4"=11-011
2nd FLOOR WALL; SEE PLAN FOR MORE INFO.
IF SHEATHING IS NOT CONTINUOUS TO
BOTTOM OF FLOOR TRUSS, CONTRACTOR TO
INSTALL SIMPSON LSTA18 STRAPS FROM EA.
STUD TO TRUSS
2X BOTTOM PLATE W/ (2) 12d NAILS @ 12" O.C.
I
2x12 #2 SYP CONT.
LEDGER Wt (3)
1/4"x4-1/2" SIDS
SCREWS (EQUALLY
SPACED VERTICALLY) Agk SEE PLAN
@ 24" O.C. AND @ EA. 7 ON
END VERTICAL (MIN. 2"
FROM T&B)
SEE PLAN FOR FLOOR
TRUSS DIRECTION
4AI r%rn01A10411/0Mr
SEE WS S
FOR ADDITIONAL INFO
TYPICAL BALCONY FRAMING
/6F01
3/4"=11-01V
i-. N OR
1_1'_�
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
,OR SIM) IS PROVIDED
z
1�
0 -
CK
W
IL
CL
W
SLOPE
� 11--'
CONTRACTOR TO
PROVIDE ADEQUATE
WATERPROOFING. NO
CONCRETE SLAB
PERMITTED
3/4"=11-011
HANDRAIL BY OTHERS
SEE ARCH DWGS FOR
TOPPING INFO
3/4" PLYWOOD FLOOR
SHEATHING ATTACHED
PER NAILING
SCHEDULE
SLOPED BALCONY
FLOOR TRUSS (12"
TALL) (60115/5 MIN.
LOADING) W/ LUS26 OR
LUS46 TO LEDGER
SEEWS11/SD5FOR
SIM. END CONDITION
LINTEL PER PLAN
NOT USED
3/4"=V-0-1 3/4"= 1 1-011
6
z
C 0
SEE FRAMING PLAN 0
FOR FLOOR -
CONNECTION
(D
- FLOOR GRIDER OR
BEAM 0
HEADER CONNECTION 2nd FLOOR HIGH BM
3/4"=11-011
U) z
0
U)
LLJ
06
W o < e6
0 F -
_j
Z
U)
0 (_5
Uj z
F i U) 06
F_
F_
LU
LU
0
L0
F_
z 0
0
W
W
0 UJ 0
11-0
Ljj
0 Z
_j LL.
Uj z 0
0
STRUCTURALENG: CFG BED
Dk
'kFffI�NG: --'L------'-'--'
-STRUCT: DJ
QC CHECK: cc
JOB No. TM - 2170946
SCALE: AS INDICATED
DATE: 06/09/2017
C: ng
3/4"=V-0"
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. is strictly prohibited.
2x BRG WALL W/ 2x BRG WALL W/
SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & W's MIN. SPF #2 (1
SP1 @ BASE. LSTA18 (2) 2X BASE PLATE wl SP1 @ BASE, LSTA18 O.C. MAX (U.N. 0.)
OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE
USED @ BA(z= O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE
EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL
ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 1 Od
SCHEDULE TOENAILS EACH END NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (6) 1/4";
CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF
2x BASE PLATE W1 (2) OR LSTA1 8 3/4" FLOOR SHEATHING STRAP;CENTER
12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN
2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL A
EN
3/4" FLOOR SHEATHING TOENAILS EACH 2 D A2d FLOOR TRUSS PER FRAME WALL
H END
ATTACHED PER (2) 2X4 #2 SYP PLAN W #2 SYP P.T. S11
NAILING SCHEDULE I P PLATE w/ 1/2" EPO
(2) 2x4 #2 SYP a& BLOCKING w/ SIMPSON ---- ANCHOR BOLT Of
END
) 1 0 IN\
BLOCKING w/ SIMPSON HUC24-2 EACH END, J -BOLT W/ MIN. 7"
HUC24-2 EACH END, USE (4) 1 Od & (2) 1 Od EMBED. @ 32" O -C
I NAILS. UNDER
USE (4) 1 Od & (2) 1 Od k SEE PLAN WINDOW JAMBS ONLY 1= Jk SEE PLAN FROM EA.END
NAILS. UNDER
WINDOW JAMBS USE
(2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SEE ARCHS FOR
FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND
LOW ROOF TRUSS SEE INTERIOR FINISH
TRUSS PLAN FOR PLAN CONNECTIONS (IF
CONNECTIONS TRUSS IS CONT. BRG
MASONRY (SHOWN)
ON MASONRY USE MASONRY (SHOWN)
MASONRY WALL PER — I "
OR WOOD WALL PER
META16 @ 24" O.C. OR
OR WOOD WALL PER
PLAN Jr=1
PLAN
ON WOOD USE HGA
PLAN
CLIPS @ 24" O.C,)
fi_s_,'� SECTION RAISED HEEL TRUSS
fisik SECTION@ COMBO TRUSS
2nd STORY WALL NAILS @ EACH END.
fiFO� WALL SPLICE DETAILS
1/2"=V-0"'
1/2"=V-011
HANGER BY OTHERS
' D T
TRUSS PER
TRUSS PER PLAN
>
T
EXTERIOR SHEATHING
FROM TOP OF WALL
TO BOTTOM OF SILL
PLATE ATTACH PER
NAILING SCHEDULE
STORY WALL BOTTOM PLATE
EXT. FINISH PER
PER WF1 O/SD4
ROOF SHEATHING
BOTTOM PLATE BLOCK ADJACENT
S IMPSON H2.5 EA.
0
ATTACH PER NAILING
SCHEDULE
RUSS
SHOWN. FASTEN ROOF
PRE-ENGINEERED
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-
2x4 STUDS @ 16" O.C.
2x6 #2 SYP CONT.
2,,
TRUSS PER PLAN F_
(2) 2x SYP #2 COLUMNS
ON EITHER SIDE OF
SHEATHING TO BLOCKS W1 8d
LEDGER W/ (2) %4"x3-11/2"
LI
SIDS WOOD SCREWS @
S
GIRDER, PROVIDE
16" O.C. MAX. & 3"
1(
SUFFICIENT ROOM
HANGER
FROM EA. END - USE
FI
NAILS @ 6" O.C.
FOR GIRDER
FLANGE. ATTACH
LCESS LEDGER INTO
(3) SCREWS FOR 24"
O.C.
SIMPSON HUS26. USE
HUS26-2 FOR 2PLY
LEDGER TO EA.
RUSS. VERIFY W/
TRUSS
COLUMN wl (4) 1/4" x
NUSS SHOP
LLJ
3-1/2" (8 TOTAL) LEDGER PER PLAN
SIMPSON SDS
WINGS
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2x8 SYP #2 LEDGER W/
SCREWS
TO BLOCKING
MIN. (4) 16d NAILS TO
P
0
EACH STUD (AT EACH
OPT. TRUSS RECESS
LEDGER
SIDE OF G.T. USE (4)
16d NAILS)
(601 LEDGER AT GIRDER
(6�03 LEDGER @ OPEN TO BELOW
3/4"= 1 1-011
SHEATHING PER
ROOF SHEATHING PER
O.C. - SEE FRAMING PLAN.
no
SHEATHING TO
BLOCKS W/ 8d NAILS @
EXTERIOR SHEATHING
1/2" GYP. BOARD
FROM TOP OF WALL
?)
1:
TO BOTTOM OF SILL
D ETAI L WF 1 O/D4
PLAN FOR MORE INFO.
SIMPSON H 1 OA @
PLATE ATTACH PER
FASTEN
TO DIAGONAL W1 (2) 16d
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NAILING SCHEDULE
STUDS ABOVE ARE
EACH DIAGONAL
BRACE BOTTOM PLATE 1 1/41,
ROOF SHEATHING
NAILS
I
ATTACH PER NAILING
EACH DIAGONAL
�IMPSON H2.5 EA.
SCHEDULE :G
RUSS
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BRACE
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BELOW
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LCESS
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SIDS WOOD SCREWS @
HUS26-2 FOR 2PLY
VERIFY W1
16" O.C. MAX. & 3"
TRUSS
1
NRUSS.
USSSHOP
FROM EA. END - USE (3)
WINGS
SCREWS FOR 24" O�C. 2x8 SYP #2 LEDGER W1
TO BLOCKING
9
0
MIN. (4) 16d NAILS TO
EA. TRUSS, 24" O.C.
STRUCTURAL
OPT. TRUSS RECESS
LEDGER
MAX. (AT EA. SIDE OF
G.T. USE 16d NAILS)
ATTACH SHEATHING
ALL THREAD ROD
(4)
('604 LEDGER @ LOW ROOF
TOENAIL BOTTOM
3/4"=11-011
TRUSSES PER PLAN
...... .. ...
1-1/2"=V-13"
W #2 SPF MIN STUDS
@ 16" O.C. PER PLAN
2x4 CONT. W/ (2) 12d
NAILS TO EACH STUD
W #2 SYP P.T. SILL
PLATE W/ Y2" EPDXY
ANCHOR OR J -BOLT @
32" O.C. W/ MIN. 7"
EMBEDMENT & 6"
FROM EACH END
PRE ENGINEERED
TRUSSES @ 24" O.0
MAX. PER PLAN
12
1 PER PLAN
TRUSS ANCHOR (SEE
2x4 NAILER W1 (2)
SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d
LU
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X4 BLOCKS, (2) 16d NAILS @
EXT. WALL SHEATHING
10d NAILS @ 16" O.C.
2nd STORY WALL NAILS @ EACH END.
SHEATHING CONT. TO 2nd
0
(2) 2x HEADER
R
>
T
STORY WALL BOTTOM PLATE
EXT. FINISH PER
PER WF1 O/SD4
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0
0
ATTACH PER NAILING
SHOWN. FASTEN ROOF
ARCHS
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ATTACH PER NAILING BAYS @ EACH
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LLJ
0
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0
P
0
@ 12" O.C.
SHEATHING PER
ROOF SHEATHING PER
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2x STUDS SEE PLAN
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1:
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6" O.C.
FASTEN
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j
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STUDS ABOVE ARE
EACH DIAGONAL
BRACE BOTTOM PLATE 1 1/41,
NAILS
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EACH DIAGONAL
TO ALIGN W1 STUDS
WALL BRACING @ 48" O�C.
0
BETWEEN STUDS W1 MORE INFO.
BRACE
MAX. 450 FROM
ry
BELOW
LSTA36 EA, STUD
HORIZONTAL (+/- 100) BRACE
(2) 12d TOE NAILS
(5) 16d NAILS BRACE
z
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EACH END
TO BLOCKING
9
0
END LENGTHS OVER
STRUCTURAL
ENG:
CFG BED
ATTACH SHEATHING
ALL THREAD ROD
1
DRAFTING:
TOENAIL BOTTOM
TRUSSES PER PLAN
TO BOTTOM PLATE
1/2" NUT & 2" x 2" x 1/8"
@ 48" O.C.; SEE
PROVIDE 2x4 BRACE
-STRUCT:
DJ
QC CHECK:
cc
WITH 12d NAILS @ 3"
2x LEDGER TO UPPER 2x4 BLOCKS, (2) 12d TOENAILS
W/ (1) ROW 8d NAILS
SQUARE WASHER 2x8 P.T. BOTTOM
FOUNDATION DETAILS
TO EACH ADJACENT
1/4" X 3-1/2" SIMPSON
ADJACENT ROOF TRUSSES.
@ W O.C.
PLATE.
FOR CONNECTION @
DIAGONAL, FASTEN
1;
(2) 2x4 TOP PLATE
SIDS SCREW @ 16" O.C.
SCALE .
AS INDICATED
PLATE
1/2" J -BOLT OR 1/2"
BASE
TO DIAGONAL W1 (2)
U)
2x BEARING WALL
SP4 EA. STUD TO SILL PLATE. SILL PLATE
TO
DATE:
SHEATHING TO
THREADED ROD W1
2x4 BOTTOM PLATE,
16d NAILS
LU
FLOOR SYSTEM
OVERLAP BOTTOM
SIMPSON SET -XP
CONNECT TO DOUBLE
KNEEWALL OR BEAM
PLATE 1 1/4" (MIN.)
EPDXY @ 32" O.C. & 4" IF SHEATHING IS NOT
TOP PLATE W/ 16d
TRUSSES PER PLAN
(2) 2x SPF TOP
PLATES U.N.O.
Ix PT NAILER AS REQ'D
FROM EA. END OF CONTINUOUS TO BAS E
WALL. ANCHORS PLATE, SIMPSON SP8
NAILS @ 6" O�C.
O.S.B. TO OVERLAP
(2) 2x HEADER
SHALL HAVE 7" MIN. W/ (6) 1 Od x 1-1 /2" NAILS
BOTTOM PLATE 1 1/4" WALL BRACING @ 48"
FOR MORE INFO
2x STUDS SEE PLAN
CONT. #5 IN TIE BEAM
EMBED. TO CMU. ARE REQUIRED EA.
(MIN.) WD
O.C. MAX. 45o FROM
STUDS ABOVE ARE TO
B
ALIGN W/ STUDS BELOW
STUD TO TOP AND
(2) 2x4 TOP PLATE
2x LEDGER TO UPPER HORIZONTAL (+/- 10')
EXT. FINISH PER
BOTTOM PLATES.
FLOOR WALL Wt BRACE NOT REQUIRED
LLI
2x P.T. BASE PLATE
SEE BEARING SCHEID.
ARCHS
2x BEARING WALL
1/4" X 3-1/2" SIMPSON 6'FROM EAVES.
FOR A.B. INFO
..........
V C.M.U. WALL PER PLAN
WITH ROOF LOAD
SIDS SCREW @ 16" O.C.
SECTION @ OPEN TO ABOVE
fiFl� BRACING @ 2 STORY FRAME
WALL
1-1/2"=V-13"
W #2 SPF MIN STUDS
@ 16" O.C. PER PLAN
2x4 CONT. W/ (2) 12d
NAILS TO EACH STUD
W #2 SYP P.T. SILL
PLATE W/ Y2" EPDXY
ANCHOR OR J -BOLT @
32" O.C. W/ MIN. 7"
EMBEDMENT & 6"
FROM EACH END
PRE ENGINEERED
TRUSSES @ 24" O.0
MAX. PER PLAN
12
1 PER PLAN
(2) 2x TOP PLATE O.H,
PER ELEV.
(2) 2x HEADER SEE
2x #2 SPF STUDS @ IIE
RAAC�MIPV %A/M I DI=P PLAN FOR MORE INFO O.C. w/ EXT. SHEATH[
PLAN & CONNECTIONS FROM TOP OF WALL T
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LSTA18 STRAPS ARE
2x BLOCKING W/ (2) 12d REQ'D FROM STUDS T
TOENAILS EACH SIDE GIRDER BELOW
IF WALL SHEATHING IS SEE LD02/SD4 FOR
STOPPED BELOW MORE INFO IF
ROOF LINE TRUSSES ARE
2x BASE PLATE W/ (2) PARALLEL TO WALL
NAILS 12d @ 24" O.C. R OF SHEATHING
2x4 CONT. W1 (2) 12d TO FLOOR SYSTEM ATTACHED PER
NAILS TO EACH STUD BELOW NAILING SCHEDULE
2nd STORY WALL PER PLYWOOD FLOORING
SEE FLOOR FRAMING
PLAN
PLAN FOR MORE INFO
........... .........
X X
SEE PLAN FOR
TRUSS DIRECTION L
& MORE INFO
FLOOR TRUSS; SEE
FLOOR GIRDER SEE
FRAMING PLAN FOR PLAN FOR
DIRECTION AND CONNECTION
CONNECTION DETAIL SEE TRUSS LAYOUT
FOR TRUSS LOCATION
& CONNECTION INFO
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PLAN
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OL
TRUSS ANCHOR (SEE
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ROOF SHEATHING
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NG
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0
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R
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0
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Uj
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�e
BEARING WALL PER PLAN. BOTTOM PLATE
(2) 2x TOP PLATE O.H,
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BOTTOM OF TRUSS/
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WINDOWATTACHMEN
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LSTA18 STRAPS ARE
2x BLOCKING W/ (2) 12d REQ'D FROM STUDS T
TOENAILS EACH SIDE GIRDER BELOW
IF WALL SHEATHING IS SEE LD02/SD4 FOR
STOPPED BELOW MORE INFO IF
ROOF LINE TRUSSES ARE
2x BASE PLATE W/ (2) PARALLEL TO WALL
NAILS 12d @ 24" O.C. R OF SHEATHING
2x4 CONT. W1 (2) 12d TO FLOOR SYSTEM ATTACHED PER
NAILS TO EACH STUD BELOW NAILING SCHEDULE
2nd STORY WALL PER PLYWOOD FLOORING
SEE FLOOR FRAMING
PLAN
PLAN FOR MORE INFO
........... .........
X X
SEE PLAN FOR
TRUSS DIRECTION L
& MORE INFO
FLOOR TRUSS; SEE
FLOOR GIRDER SEE
FRAMING PLAN FOR PLAN FOR
DIRECTION AND CONNECTION
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0
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Uj
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(5) 16d NAILS BRACE
LLJ
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P
0
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FASTEN
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EACH DIAGONAL
BRACE BOTTOM PLATE 1 1/41,
NAILS
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TO ALIGN W1 STUDS
WALL BRACING @ 48" O�C.
0
MAX. 450 FROM
ry
BELOW
LSTA36 EA, STUD
HORIZONTAL (+/- 100) BRACE
ABOVE TO EA. STUD
NOT REQUIRED
BELOW WITH EQUAL
6'FROM EAVES.
END LENGTHS OVER
STRUCTURAL
ENG:
CFG BED
EACH STUD.
DRAFTING:
TOENAIL BOTTOM
TRUSSES PER PLAN
CHORD TO TOP PLATE
-STRUCT:
DJ
QC CHECK:
cc
WITH 12d NAILS @ 3"
2x LEDGER TO UPPER 2x4 BLOCKS, (2) 12d TOENAILS
O.C. MAX.
FLOOR WALL W/
@ EACH END. BLOCK TO TWO
1/4" X 3-1/2" SIMPSON
ADJACENT ROOF TRUSSES.
2x SPF BASE
TIVI - 2170946
(2) 2x4 TOP PLATE
SIDS SCREW @ 16" O.C.
SCALE .
AS INDICATED
PLATE
2x BEARING WALL
SP4 EA. STUD TO SILL PLATE. SILL PLATE
TO
DATE:
06/09/2017
PRE-ENGINEERED
1ZnnT1K1r1_ %A11TW 1 ITI I-Ptni T_C� OP r-00YV
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KNEEWALL OR BEAM
(2) 2x SPF TOP
PLATES U.N.O.
(2) 2x HEADER
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FOR MORE INFO
2x STUDS SEE PLAN
STUDS ABOVE ARE TO
B
ALIGN W/ STUDS BELOW
2x P.T. BASE PLATE
SEE BEARING SCHEID.
FOR A.B. INFO
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0
(A) 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP
SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER LU
MORE INFO MAX 6" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d LLJ
NAILS INTO HEADER X
IF PORTIONS OF THIS WALL
SEE CHART FOR REQUIRED JACKS I IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT.
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BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO
BOTTOM OF FLOOR SYSTEM
IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY
UNDER 2ND STORY COLUMNS, PROVIDE
SOLID BLOCKING WITHIN FLOOR SYSTEM
2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION.
ANCHORS @ 32" O.C. & 6" FROM EACH END OF
NOT USED rCS_0'� BRACING @ 2 STORY FRAME WALL WALL, MIN. 6" EMBEDMENT.
10=11-011 SD6
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. Any use, duplication, ortransfer ofthese documents without the expressed, written consentofIVIONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC. is strictly prohibited.
2X4 BLOCKS, (2) 16d NAILS @
SHEATHING CONT. TO 2nd
EACH END. BLOCK ADJACENT
z
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0
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BAYS @ EACH DIAGONAL AS
0
W
ATTACH PER NAILING
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-
SCHEDULE
SHEATHING TO BLOCKS W1 8d
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NAILS @ 6" O.C.
�e
BEARING WALL PER PLAN. BOTTOM PLATE
(5) 16d NAILS BRACE
LLJ
0
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TO BLOCKING
0
P
0
@ 12" O.C.
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0
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NAILS
LU
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WALL BRACING @ 48" O�C.
0
MAX. 450 FROM
ry
LSTA36 EA, STUD
HORIZONTAL (+/- 100) BRACE
ABOVE TO EA. STUD
NOT REQUIRED
BELOW WITH EQUAL
6'FROM EAVES.
END LENGTHS OVER
STRUCTURAL
ENG:
CFG BED
EACH STUD.
DRAFTING:
TOENAIL BOTTOM
TRUSSES PER PLAN
CHORD TO TOP PLATE
-STRUCT:
DJ
QC CHECK:
cc
WITH 12d NAILS @ 3"
2x LEDGER TO UPPER 2x4 BLOCKS, (2) 12d TOENAILS
O.C. MAX.
FLOOR WALL W/
@ EACH END. BLOCK TO TWO
1/4" X 3-1/2" SIMPSON
ADJACENT ROOF TRUSSES.
JOB No.
TIVI - 2170946
(2) 2x4 TOP PLATE
SIDS SCREW @ 16" O.C.
SCALE .
AS INDICATED
2x BEARING WALL
SP4 EA. STUD TO SILL PLATE. SILL PLATE
TO
DATE:
06/09/2017
XA11TW POOP I nAn
1ZnnT1K1r1_ %A11TW 1 ITI I-Ptni T_C� OP r-00YV
ANCHORS @ 32" O.C. & 6" FROM EACH END OF
NOT USED rCS_0'� BRACING @ 2 STORY FRAME WALL WALL, MIN. 6" EMBEDMENT.
10=11-011 SD6
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. Any use, duplication, ortransfer ofthese documents without the expressed, written consentofIVIONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC. is strictly prohibited.
MIN. (3) 2x SYP #2
STUDS REQ'D @ END
OF LANDING W1 MIN. (6)
16d NAILS FROM
LEDGER TO STUD
PACK
U_ W/ (3) 16d NAILS @ 16" O.C. MAX.
@ 16"O.C. W/ SIMPSON
STANDARD (3) 2X12
STRINGERS W/
SIMPSON A34 CLIP TO
FLOOR SYSTEM
LINE UP 2xJOIST IN
TO. BEAM TO BEAR DIRECTLY
TO EACH STUD. ((2) 1/4" x 3 1/2"
A36 OR LUS26 HANGER
AT LANDING
ON BUILT UP COLUMNS BELOW
LINE WITH MIDDLE
STANDARD (3) 2�12
2x12 STRINGER TO BE
STRINGERS W1
A 1_0-1 MAX
UTILIZED AS BLOCKING
SIMPSON A35 / A34
STAIR WINDER DETAIL
61-01f
CLIP TO FLOOR
2x6
SEE SCHEDULE FOR MAX WIDTH OF LANDING
SYSTEM & LANDING
3/4" O.S.B. W/ 8d NAILS
2xJOISTS @ LANDING L
FRAMING
@ 3" O.C. TOP AND
@ 16"O.C. W/ SIMPSON
(2) 2x12
MASONRY WALL) CONT LEDGER
z A35 OR LUS26 HANGER
(1) 2x12
(1) 2x8
FOR STRINGERS TO
z ON EACH SIDE
W/ (3) 16d NAILS @ 16" O.C. MAX.
FRAMING PLAN
(3) 2x12
CONNECT TO. BEAM TO
MATCH JOIST DEPTH W/ (3)
LL
(2) 2x12
BLOCK OR
go
V1
TITENS @ 16" O.C. MAX. FOR
MI TREAD DEPTH
6" MIN.
10
STANDARD (3) 2X12 TO MATCH JOIST
SYP #2 STRINGERS W/ DEPTH W1 (3) 10d
SIMPSON A34 / A35 TOENAILS EACH END SIMPSON A35
CLIP TO FLOOR CONNECTIONS
SYSTEM & LANDING
FRAMING z MASONRY WALL OR
z FRAME WALL BEYOND
0
U_
W U_
_j o
CIO
LU
B B CROSS SECTION OF BEAM TO LEDGER
SEE PLAN FOR
MASONRY WALL OR
WOOD WALL
(2) 2x BEAM PER SCHEDULE 9x JOISTS PER 2x'JOIST (P.T. IF ATTACHING TO
0 9: r) I r1l /M P: K! r) r) P I A KI n I KI (,I CrIUMM"I M! I MASONRY WALL) CONT LEDGER
FOR STRINGERS TO CONNECT
U_ W/ (3) 16d NAILS @ 16" O.C. MAX.
@ 16"O.C. W/ SIMPSON
BEAM
TO. BEAM TO BEAR DIRECTLY
TO EACH STUD. ((2) 1/4" x 3 1/2"
A36 OR LUS26 HANGER
AT LANDING
ON BUILT UP COLUMNS BELOW
TITENS @ 16" O.C. MAX. FOR
ON EACH SIDE
70
MASONRY WALL)
2x8
A 1_0-1 MAX
180 DEGREE TURN LANDING
STRINGERS TO BE
STAIR WINDER DETAIL
61-01f
(2) 2x BEAM PER SCHEDULE
2x6
SEE SCHEDULE FOR MAX WIDTH OF LANDING
2xJOIST (P.T. IF ATTACHING TO
3/4" O.S.B. W/ 8d NAILS
(3) 2x12
WIDTH OF LANDING
@ 3" O.C. TOP AND
REQ'D @ END OF LANDING
(2) 2x12
MASONRY WALL) CONT LEDGER
TO LANDING
(1) 2x12
(1) 2x8
FOR STRINGERS TO
IIIiIIID SPAN BLOCKING TO
W/ (3) 16d NAILS @ 16" O.C. MAX.
FRAMING PLAN
(3) 2x12
CONNECT TO. BEAM TO
MATCH JOIST DEPTH W/ (3)
TO EACH STUD. ((2) 1/4" x 3 1/2"
(2) 2x12
BLOCK OR
BEAR DIRECTLY ON BUILT
10d TOENAILS EACH END
TITENS @ 16" O.C. MAX. FOR
MI TREAD DEPTH
UP COLUMNS BELOW
(3) 2x12
MASONRY WALL)
91-01f
(2) 2x12
A -A PLAN VIEW @
90 DEGREE TURN LANDING
01
HEIGHT AND PLAN
2x12 STRINGERS ONE
51-011
SEE SCHEDULE FOR MAX WIDTH OF LANDING
ON EACH SIDE AND
(3) 2x12
SUPPORT WALL COULD
MIN. (3) 2x SYP #2
(2) 2x12
BE REQUIRED. SEE PLAN
2xJOIST LEDGER (P.T.
PLYWOOD SHEATHING
STUDS REQ'D @ END
2x6
51-01,
IF ATTACHING TO
OVER LANDING
OF LANDING W/ MIN. (6)
INFORMATION.
TO LANDING
MASONRY WALL)
ATTACHED PER
16d NAILS FROM
71-011
(1) 2x12
(1) 2x8
STRINGER
GENERAL FLOOR
LEDGER TO STUD
6-0-1
(2) 2X BEAM PER
ATTACHING TO
CONSTRUCTION
PACK
SEE PLAN FOR DEPTH
3/4" PLYWOOD OR OSB
1, 16" O.0
NOTES
ON EACH SIDE AND
OF
01
SHEATHING OVER
TO BEAR DIRECTLY ON
MAX
BUILT UP COLUMN
LANDING
A35 CONNECTION
LANDING ATTACHED
O.C. MAX. FOR
MASONRY WALL)
MIN. (3) 2x4 SPF #2
BEAM @ END OF
COLUMN
WOOD OR MASONRY
PER GENERAL FLOOR
WALL SEE PLAN FOR
A
LANDING PER
CONSTRUCTION
SCHEDULE
NOTES
MID SPAN BLOCKING
STANDARD (3) 2X12 TO MATCH JOIST
SYP #2 STRINGERS W/ DEPTH W1 (3) 10d
SIMPSON A34 / A35 TOENAILS EACH END SIMPSON A35
CLIP TO FLOOR CONNECTIONS
SYSTEM & LANDING
FRAMING z MASONRY WALL OR
z FRAME WALL BEYOND
0
U_
W U_
_j o
CIO
LU
B B CROSS SECTION OF BEAM TO LEDGER
SEE PLAN FOR
MASONRY WALL OR
WOOD WALL
(2) 2x BEAM PER SCHEDULE 9x JOISTS PER 2x'JOIST (P.T. IF ATTACHING TO
0 9: r) I r1l /M P: K! r) r) P I A KI n I KI (,I CrIUMM"I M! I MASONRY WALL) CONT LEDGER
FOR STRINGERS TO CONNECT
U_ W/ (3) 16d NAILS @ 16" O.C. MAX.
@ 16"O.C. W/ SIMPSON
BEAM
TO. BEAM TO BEAR DIRECTLY
TO EACH STUD. ((2) 1/4" x 3 1/2"
A36 OR LUS26 HANGER
AT LANDING
ON BUILT UP COLUMNS BELOW
TITENS @ 16" O.C. MAX. FOR
ON EACH SIDE
OF LANDING
MASONRY WALL)
2x8
A -A PLAN VIEW
180 DEGREE TURN LANDING
STRINGERS TO BE
2x6
61-01f
NOTCHED AT LANDING
2x6
SEE SCHEDULE FOR MAX WIDTH OF LANDING
(3)16 d TOENAILS
3/4" O.S.B. W/ 8d NAILS
(3) 2x12
2x8
@ 3" O.C. TOP AND
A35 @ EA. STRINGER
(2) 2x12
BOTTOM CHORD
TO LANDING
(1) 2x12
(1) 2x8
I -JOIST PER
4'-0"
FRAMING PLAN
(3) 2x12
2x8
W/SQUASH
SEE AR S. FOR MAX.
(2) 2x12
BLOCK OR
RISE STEPS AND
(1) 2x12
(1) 2x8
BEAM/FLOOR
MI TREAD DEPTH
TRUSS PER PLAN
(3) 2x12
2x12
91-01f
(2) 2x12
PENDING LANDING
7'-Ov'
01
HEIGHT AND PLAN
2x12 STRINGERS ONE
51-011
LAYOUT. HEADER WITHIN
ON EACH SIDE AND
(3) 2x12
SUPPORT WALL COULD
ONE @ MID -SPAN
(2) 2x12
BE REQUIRED. SEE PLAN
7'-01'
81-011
FOR REQUIRED HEADER
2x6
51-01,
AND SUPPORT
A34 @ EA. STRINGER
(3) 2x12
INFORMATION.
TO LANDING
(2) 2x12
A
2x ATTACHED TO
71-011
(1) 2x12
(1) 2x8
STRINGER
51-01t
2x JOIST (P.T. IF
6-0-1
(2) 2X BEAM PER
ATTACHING TO
8f -Olt
SCHEDULE @ END OF
MASONRY WALL) CONT
2x12 STRINGERS ONE
LANDING FOR STRINGERS
LEDGER w/ (3) 1 6d
ON EACH SIDE AND
TO CONNECT TO. BEAM
NAILS @ 16" O.C. MAX.
ONE @ MID -SPAN
TO BEAR DIRECTLY ON
TO EACH STUD. ((2) 1/4"
BUILT UP COLUMN
x 3 1/2" TITENS @ 16"
A35 CONNECTION
BELOW.
O.C. MAX. FOR
MASONRY WALL)
MIN. (3) 2x4 SPF #2
COLUMN
WOOD OR MASONRY
BASE PLATE
WALL SEE PLAN FOR
ui� ATTACHED PER PLAN
MORE INFO
BEAM/JOISTS REQUIREMENT AT LANDING
HEIGHT OF STAIRS
BEAM
JOISTS
MAX WIDTH
AT LANDING
(#2 SYP)
(#2 SYP)
OF LANDING
(3) 2x12
2x8
81-011
121-011
(2) 2x12
2x6
61-01f
(1) 2x12
(1) 2X8
2x6
41-011
(3) 2x12
2x8
81-01.
111-011
(2) 2x12
2x6
6-0"
(1) 2x12
(1) 2x8
2x6
4'-0"
(3) 2x12
2x8
81-011
101-01,
(2) 2x12
2x6
6-011
(1) 2x12
(1) 2x8
2x6
41-13"
(3) 2x12
2x12
91-01f
(2) 2x12
2x8
7'-Ov'
91-011
(1) 2x12
(1) 2x8
2x6
51-011
(3) 2x12
2x8
91-011
(2) 2x12
2x8
7'-01'
81-011
(1) 2x12
(1) 2x8
2x6
51-01,
(3) 2x12
2x12
91-01,
(2) 2x12
2x8
7'-011
71-011
(1) 2x12
(1) 2x8
2x6
51-01t
6-0-1
(2) 2x12
2x8
8f -Olt
(1) 2x12
(1) 2x8
2x6
51 -Opt
5'-0" OR LESS
(2) 2x12
2x8
91-011
(1) 2x12
(1) 2x8
2x6
61-0"
2x JOIST PER NOTE:
2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4)
if SCHEDULE 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4"
X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" HEIGHT OF LANDING 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT
3.(1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR
rST01� GENERAL LANDING & PER FLOOR PLAN STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL
(20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C.
SCALE: 3/4" = V-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID
STAIR FRAMING INFO UNDER BEAMS LESS THAN 2x12)
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, dur
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X X NAILS
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FOR VERTICAL TRUSS TO OUTSIDE 3" O.C. NOTE:
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-bWkff —
FLUSH W1 OUTSIDE OF
2x L -BRACE W/ 12d SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR BOTTOM CHORD
NAILS @ 4" O.C. N.T,S. -STRUCT: DJ
QC CHECK: cc
(ST03� SECTION @ HANDRAIL W/ JOB No. TM - 2170946
SCALE: 3/4" V-0"
_N_ FLOOR TRUSSES SCALE: AS INDICATED
SECTION X -X DATE: 06/09/2017
ST1
ilication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited.