HomeMy WebLinkAbout237 Big Spring Ter 16-1176 PlansGENERAL CONSTRUCTION NOTE5:
' CHAPTERS AND SECTIONS REFER TO F.B.C.R - 5TH EDITION (2014)
NOTE: ANY DIMEN51ON5 AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55
LOT 108 THORNBROOKE 40 s � ARE TO BE CONSIDERED "NOMINAL DIMENSIONS"
OCCUPANCY AND CONSTRUCTION TYPE:
THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION.
DARLINGTON 2585 CEILING CONSTRUCTION:
ELEV.
B I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES
BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE
THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD
OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R - 5TH EDITION (2014) 8102.3.5:
GARAGE RIGHT EXTERIOR FIN15HE5:
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) 8103,6.1 AND ASTM C 1063, ALL LATH AND LATH
ATTACHMENTS SHALL BE OF CORRO51ON-RE6I6TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH
HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXT OVER F APPLICATION TO BE
PER F.B.C.R - 5TH EDITION (2014) 8103.6.2 AND A5TM G 926, PER F,B.C.R, 5TH EDITION (2014) R103.6.2.1 WEEP 5CREED6 SHALL BE A NIMUM No. ALV T GAUGE
CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES ALL E PLATE �
TAYLOR MORRISON LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES A 0 AVSD a.
AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINAT a C N C't SEI,
SCREED. PER F,B.G.R 5TH EDITION (2014) R103.63 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL IN DE IJA=R 15TI
BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C,R. 5TH EDITION (2014) 8103.6 *4 RQ*
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STUCCO GON?BOL JOINTS: j k • aloo
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STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1,11.4.1 THRU 1.11,4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORS ND,R i AS Nb
MORE THAT 100 SP. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OF 2 1/2
TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCUR LL OR
THORNBROOKE 40's PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS.
COMMUNITY SPECIFIC EI. EBEEACH BE
DROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW M` AVE A MAXIMUM
STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM.
FLASHING:
I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL 1NTER5ECTION5, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND
ROOF OPENINGS
MONO FOOTING, ALUMINUM OVER 2x6 SUB FASCIA,
SHINGLE ROOF, ELECTRIC NEAT, 50 GAL. W.H., 200 AMP
SERVICE/PANEL BOX, PAVER DRIVE AND LEAD WALK,
PAVER ENTRY, AND ACRYLIC AT LANAI.
03-30-16 CREATED LOT SPECIFIC PLAN FOR LOT 100 IN
TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING,
•
COV
- GENE RAL NOTES, INDEX, SPECIFICATIONS
2, APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR
THOR115", GARAGE
ELEVATION B ,
100
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1
— SLAB
I N-1 E RFACE PLr'�N
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 R103.8.
RIGHT W PLANOOKE P I
RIGHT W/ PLAN OPTIONS INCLUDING: FRONT
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DOOR GLA55 IN5ERT, DEN OPTION, TRAY AT
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2A1
- MAIN
FLOOR
PLAN NOTES
WINDOW IN5TALLATION:
MA5TER SUITE, 9 FT, POCKET SLIDING GLA55
0 0
I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE
DOOR AT FAMILY ROOM,.PROVIDED
8 INTERIOR DOOR5;
2A2
- MAIN FLOOR PLAN DIMENSIONS
BY THE MANUFACTURER FOR EACH WINDOW.
VENT HOOD OUTSIDE, R-38 IN5ULATION,
DWELLING /GARAGE OPENINGS:
ABOVE CABINET AND UNDER CABINET
i
2 B 1
-UPPER
F
L00
R PLAN NOTES
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (5.CJ OR HONEYCOMB
LIGHTING IN KITCHEN, 10" RAIN5HOWER IN
CORE STEEL DOORS NOT LESS THAN 13/5" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE.
MASTER BATH I.L.O. WALL SHOWER HEAD, TV
2 B 2
- UPPER FLOOR P A . `N DIMENSIONS
FLOOD ZONE REQUIREMENT5:
OUTLET5, CEILING PAN PRE-W.IRE5 (1) AND
RECE55ED CANS IN FAMILY ROOM, MASTER
2C
- INTERIOR ELEVATIONS STAIR SECTION DETAILS
PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION,
A5F)HALT 5HINGLE5 (IF APPLICABLE)
SUITE AND LOFT (12).
;
1 WIND RES15TANCE OF ASPHALT SHINGLES - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND R9052.61
361 - FRONT ELEVATION
3B2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION
3B3 FLASHING DETAILS
3B4 - FLASHING DETAILS
4A - MAIN FLOOR ELECTRICAL PLAN
4B - UPPER FLOOR ELECTRICAL PLAN
RECORD COPY
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINE:H
s- `4 -1�e
DATE
2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF 5LOPE6 FROM TWO UNITS VERTICAL IN
12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11,
A5TM D 4869, TYPE II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1, FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL
(4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE Iv OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION
8905.2.1.
CLAY AND CONCRETE TILE (IF APPLICABLE) :
THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C,R. - 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR
RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VABD 15 DETERMINED IN ACCORDANCE WITH
SECTION R3012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.G.R - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE
II; A5TM D 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 6380, CLA85 M MINERAL 5URFAGED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH
WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA6p 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.13 OR THE RECOMMENDATIONS
OF 846118,119 OR 120.
CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE)
1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE
24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER.
TUB AND SHOWER AREAS:
1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, C132$, OR 01118 AND INSTALLED IN ACCORDANCE WITH
MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS
TERMITE PROTECTION:
1. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL
TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0,010 INCH, AND BE SEALED WITHIN THE 5LA5 USING A
NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE.
2. PROTECTION AGAINST DECAY AND TERMITES, - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT
LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. GUTTERS WITH DOWNSPOUTS ARE
REQUIRED ON ALL BUILDINGS 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 FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF
APPLICATION FOR PERMIT,
2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE 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 062 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE.
SANFORD QIJILDING DIVISION 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. % GAUGE (0,48
A PERMIT 186UED SHALT. BE CONSTRUED TO BE A mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
LICENSE TO PROCEED WITH THE WORK AND NOT AS 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET THE MANUFACTURER'S INSTALLATION INSTRUCTIONS
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 5, AUXILIARY DRAIN PAN: CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF
REQUIRING A CORRECTION OF ERRORS IN PLANS, SECTIONS M14113.
CONSTRUCTION OR VIOLATIONS OF THIS CODE
EXHAU5T FANS AND VENTING:
1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC,
SOFFIT, RIDGE VENT OR CRAWL SPACE.
'nik ifDA CTION FEST 2 EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY
SQUIRED
TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING,
•
Results to be Verified
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MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND L15TED AND
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•
Results to be Verified
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
DAVIS BEWS
DESIGN GROVP
150 STATE STREET EAST
OLDWAR, FLORIDA 34677
813.925.1300 TEL
813.925.1800 FAX
V WW.DAVISBEWS.COM
TAMPA • DENVER
EST. 1994
SQUIRED
TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING,
•
Results to be Verified
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
at Slab Inspection
MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ilo RAD) BEND. THE
2585
MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND L15TED AND
LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER
•
FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACGE55115LE FROM THE ROOM IN WHICH THE DRYER
IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER
OF_
EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN."
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC.
ATTENTION GENERAL CONTRACTOR / BUILDER:
ISSUANCE OF PLANS FROM THIS DRAFTER'S 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 THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY
# 1 6 1 % 6 REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS 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'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE.
REV. 10-14-2015
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ELEVATION J FAIR HANDLER
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150 STATE STREET EAST
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TAMPA • DENVER.
EST. 1994 �
2585
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MASTER SUITESECTION CLG. UPPER FLOOR
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16'-0"x14'-4" 1:
9'-4" TRAY CLG. LL�
T.�
ENTRY
2- lw-e M.C' Lu ul
M.D
9'-4" PLT. HT. Lu
fc!_ Lu
CPT.
IZ G.C. VERIFY
al _TILl ODEN PAVERS q
-all M. BATH LLQ RADIANT BARRIER
ATTENTION TRU55 MANUF.; UTI L. PWDR il'-4"xlo 6
M. BATH P
TRAY CLG. IN MASTER CLG. CL 4" FLAT CLG.9. 9'-4" FLAT CLG. FLUSH FRAME
wo 9' E
SUITE 15 DM -FRAMED 2411 G TILE �PR TO FURRING
1.6x8.0 SHOWER CLG. CLG'- — —, r -' — — -� ___ r — J VERIFY 84" H.
F0�FPT
5FD 1- _ — INTERIOR DOORS
PT. O. 'r 91-411 AT MAIN FLOOR
IDRYER I I WASHER I
5 5H. 21011 H. TIL SEAT L I 5H. j — — — — — — — —
L ---J L J F'l
G.C. VERIFY GLA55
Y -01"x3-011 A/C 3'-016-011 A/C TEMP. GL. E INSERT FOR FRONT
PAD (6EE MECH. PAD (SEE MECH. T.O.M. LINES FROM HD, AT V-011 AT 84 DOOR,
CONTRACTOR 9-51
CONTRACTOR T ON 42" H. LOW WALL 11 A.F.F.A.F.F, �T04�-
NCL.—/ AIR HANDLER—--" I TEMP. �H,�' 26 5H. FLAT HEADER
D . AT 0
FOR LOG.) FOR LOC.) G.C. VERIFY UPPER FLOOR HD.
Box AFF.
DIRECT VENT DRYER BELOW PRECAST G.C. VERIFY FOR
RAIN SHOWER THRU EXT. WALL LINTEL R38 CEILING INSULATION
HEAD
�uu_DINc
HATCHING LEGEND
SANF(,)F.D
INSULATE WALL
#16-1175
MAIN FLOOR
14 (o 7 S.F.
TYPICAL MASONRY
1115 S.F.
TOTAL LIVING
WINDOW SCHEDULE
GARAGE
455 S.F.
WINDOW WIDTHS
13e S.F.
ENTRY
I 16.F.
2011
2111
3111
5311
WINDOW CALL -OUTS
cc r
-
- LD
0 0 0
0
0 C 0
(D
26
12 5H
1/2 32 5H
22 5H
32 5H
p--
u.j
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0
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39
13 5H
1/2 33 6H
23 5H
33 5H
0
51
14 5H
1/2 34 5H
24 5H
34 5H
n
—
Z
6311
15 6H
1/2 35 5H
25 5H
35 6H
Z_
12
16 5H
1/2 36 5H
26 5H
36 5H
G.C. VERIFY MA50NRY OFENING5 FOR ALL WINDOW5,
ul)
u.j
WINDOW 51ZE5 AND INSTALLATION MAY VARY PER
O0
MANUFACTURER AND 5PECIFICATION5.
REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW
U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED
GLA55- F.G.)
REFER TO 5HEET 2A2
FOR MAINTNO
T.O.M. T.011 T.OM, TIO.M. PLAN DIMENSIO
T'� /*9�1-4�11
"f 9'-4" 9'.4" 2 - 26 5H. VENT HOOD AND
A.F.F. AFF. HE). AT 6-0" MICRO TO EXTERIOR A.F.F.
N.B. t
le
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0
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AT Al-Mll AFF F I r - - - - ------ - z
RANGErNI,
"r W/ pool)
G.C. VERIFY ACRYLIC O a00
ON LANAI ARCH FROM Lu 1%,
84" TO 8'-8"O 1 I
Lu
Ck
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LANAI 0')1 17-7 INSULATE I
DINING KITCHEN
9'-8"x14'-4" 19'-6"x14'-0' LINE OF SECOND G WAILL5 I
9'-4" PLT. HT. 2—STORY VOLUME FLOOR ABV. 10 '-6"xl 4'-0" 9'-4" FLAT CLG.
9'-4" FLAT CLG.
V_ — -Aucl
I h I I 362
rAA%N
S
GARAGE I
v 20'—O"x2O'—O" I
9'-4" PLT. HT. 61
PAVER DRIVE LEAD WALK
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T O.M Lu
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91-411 1 LOW STAIR DATA: ARCH IRO%� 0
AFF. TO UNDER 18 R16ER5 AT 6-0" TO V- ;4
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oe
STAIRS 1.38" EACH FLOOR ABV.Lu
Q
10.00" TREADS
X W
FLUSH FRAME
8'-8" FLAT CLG. TO FURRING
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CLG. CLG. volum!I�G. 5 5H. DTO 6 -all LINE OF SECOND !i� 1 9
FLOOR ABV. L — — — — — — — — —
FLAT HDR :-/ 2x8 WA I FOYER
AT 4'41 AIR HANDLER 2x6 WALL 9'-4" INSULATE
SEE STAIR 1 9'-4 LINES FROM Ce WALLS
MASTER SUITESECTION CLG. UPPER FLOOR
LCLG,
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9'-4" TRAY CLG. LL�
T.�
ENTRY
2- lw-e M.C' Lu ul
M.D
9'-4" PLT. HT. Lu
fc!_ Lu
CPT.
IZ G.C. VERIFY
al _TILl ODEN PAVERS q
-all M. BATH LLQ RADIANT BARRIER
ATTENTION TRU55 MANUF.; UTI L. PWDR il'-4"xlo 6
M. BATH P
TRAY CLG. IN MASTER CLG. CL 4" FLAT CLG.9. 9'-4" FLAT CLG. FLUSH FRAME
wo 9' E
SUITE 15 DM -FRAMED 2411 G TILE �PR TO FURRING
1.6x8.0 SHOWER CLG. CLG'- — —, r -' — — -� ___ r — J VERIFY 84" H.
F0�FPT
5FD 1- _ — INTERIOR DOORS
PT. O. 'r 91-411 AT MAIN FLOOR
IDRYER I I WASHER I
5 5H. 21011 H. TIL SEAT L I 5H. j — — — — — — — —
L ---J L J F'l
G.C. VERIFY GLA55
Y -01"x3-011 A/C 3'-016-011 A/C TEMP. GL. E INSERT FOR FRONT
PAD (6EE MECH. PAD (SEE MECH. T.O.M. LINES FROM HD, AT V-011 AT 84 DOOR,
CONTRACTOR 9-51
CONTRACTOR T ON 42" H. LOW WALL 11 A.F.F.A.F.F, �T04�-
NCL.—/ AIR HANDLER—--" I TEMP. �H,�' 26 5H. FLAT HEADER
D . AT 0
FOR LOG.) FOR LOC.) G.C. VERIFY UPPER FLOOR HD.
Box AFF.
DIRECT VENT DRYER BELOW PRECAST G.C. VERIFY FOR
RAIN SHOWER THRU EXT. WALL LINTEL R38 CEILING INSULATION
HEAD
�uu_DINc
HATCHING LEGEND
SANF(,)F.D
INSULATE WALL
#16-1175
MAIN FLOOR
14 (o 7 S.F.
UPPER FLOOR
1115 S.F.
TOTAL LIVING
2582 S.F.
GARAGE
455 S.F.
LANAI
13e S.F.
ENTRY
I 16.F.
TOTAL &Q. FT.
3241 S.F.
MAIN FLOOR PLAN NOTES
r\m
GAD A
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OF THE CLEAR OPENING OF THE WINDOW SHALL BE A
MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT
ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE
SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE
FIN15HED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122
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OF THE CLEAR OPENING OF THE WINDOW SHALL BE A
MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT
ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE
SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE
FIN15HED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122
WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS,
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JOB NUMBER 26002.046
CAD FILE NAME LOT 115
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ISSUED 03-30-16
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150 STATE STREET EAST
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TAMPA • DEIWER
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2B2.
STAIR NOTES:
RAILING
BALUSTERS SHALL BE SPACED SO THAT
A 4" SPHERE CANNOT PA55 THROUGH,
HANDRAILS
HANDRAILS FOR STAIRWAYS SHALL BE
CONTINUOUS FOR THE FULL LENGTH OF
THE FLIGHT, FROM A POINT DIRECTLY
ABOVE THE TOP RI5ER OF THE FLIGHT
TO A POINT DIRECTLY ABOVE THE
LOWEST RISER. HANDRAIL ENDS SHALL
BE RETURNED OR SHALL TERMINATE IN
NEWEL POSTS OR SAFETY TERMINALS.
HANDRAILS ADJACENT TO A WALL SHALL
HAVE A SPACE OF NOT LE55 THAN 1-1/2
INCH BETWEEN THE WALL AND
HANDRAILS.
CONTINUOUS GRASPABLE HANDRAIL
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11/2" THICK
SAND FIN15H
KEYSTONE
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RAISED
SAND FIN15H
TEXTURED BANDING
INSTALLATION OF EXTERIOR LATHING AND FRAMING
APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH
3/4" EDITION (2014) RIOT AND A5TM C 1063.
THICK THIGKNE55 OF TEXTURED FIN15H OVER FRAME
APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014)
R10I AND ASTM C 926,
TYP. CROSS-SECTION OF RAISED
TEXTURED FINISH BANDING AND /
OR SAND FINISH KEYSTONE
SCALE: 3 - 1'-0"
CLEAR OPENING HEIGHTS �c
IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE
WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE
FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART
OF THE CLEAR OPENING OF THE WINDOW SHALL BE A
MINIMUM OF 24 INCHES ABOVE THE FINPSHED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT
ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE
SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE
FINI5HED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122
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WHERE PROVIDED, SHALL COMPLY WITH THE
REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION
(2014) R3122
• JOB NUMBER 26002.046 •
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---------------------
6 12 12 L STUCCO 12 6
� LSHINGLE 6� FINISH �
SECOND FF. LINE ROOF ] SECOND FF. LINE
SHINGLES ROOF TDM.
8" BANDING 8" BANDING
MAIN F.F. LINE _ _ _ —
GRADE LINE 4" BANDING TEMP. G.C. VERIFY GLASS
(ASSUMED) DOOR SURROUND FR. DR. INSERT FOR FRONT
DOOR,
FRONT ELEVATION
SCALE: 1/4" = I'-0"
_ MAIN F.F. LINE
GRADE LINE
(A55UMED)
c)-
y
DAVIS BEWS
BANDING
150 STATE STREET EAST
OUXMAR, FLOMA 34677
813. 92-5. L300 TEL
813.925.1800 FAX
W W W.DAVISBEWS.COM
TAMPA • DENVER
-z--� EST. 1994 F,
TEXTURED
FINISH
�F1��
[71��
TEXTURED
<,.
FIN15H
E [71 E [71 [71 F7
SMOOTH
SMOOTH
TEXTURE D
❑171
F7
El
❑
171
-TEXTURED
=N
QUOINS (TYPJ
QUOINS (TYP )
MAIN F.F. LINE _ _ _ —
GRADE LINE 4" BANDING TEMP. G.C. VERIFY GLASS
(ASSUMED) DOOR SURROUND FR. DR. INSERT FOR FRONT
DOOR,
FRONT ELEVATION
SCALE: 1/4" = I'-0"
_ MAIN F.F. LINE
GRADE LINE
(A55UMED)
c)-
y
DAVIS BEWS
DESIGN GROVP
150 STATE STREET EAST
OUXMAR, FLOMA 34677
813. 92-5. L300 TEL
813.925.1800 FAX
W W W.DAVISBEWS.COM
TAMPA • DENVER
-z--� EST. 1994 F,
V)
q;;r
w
O
0
mn
w
SF-CO
4416 1176
ELEVATION "B"
GARAGE RIGHT
wammm
.2585
LANAI ROOF
--------- ------ ------V4:12
VENT REQUIREMENTS
VENTILATION CALCULATIONS
ATTIC AREA =139 SQ. Fr. / 300 = 0.46 SQ. FT.
X 144 = 67 SQ. IN.
HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ, IN.
I I # UPPER 2/3 ROOF VENTS REQUIRED =1
6:12 ,
-------- - - - - - - - - - HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN.
6:12 ,,, I ACTUAL SOFFIT VENTILATION = 232.8 SQ. IN.
D V j
I
�f I
I
UPPER ROOF
VENT REQUIREMENTS
VENTILATION CALCULATIONS
ATTIC AREA =1464 SQ. Fr. / 300 = 4.88 SQ. FT.
X 144 = 703 SQ. IN, i w i VENT CALCULATIONS BASED ON THE FOLLOWING
I2 * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT
HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN.
6:12 6:12 , * 9.7 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT
...,-
# UPPER 2/3 ROOF VENTS REQUIRED = 3 j °C I G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS
HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. j REQUIRED, PER MANUFACTURER'S SPECIFICATIONS
ACTUAL SOFFIT VENTILATION =1477.6 SQ. IN. OF NET FREE AREA PER VENT.
i
i
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6:12 o
6;12
6 IT
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ROOF
I I 6:12
PLT, HT,
O- Co
I
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L5TUCCOFIN15H
FIN15N 7
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SECOND F.F. LINE _
SECOND FF. LINE gROOF
— — —
I I
T.o.M.
O.M.
I _
-L-------
I
6:12 -��,
6:12
LOWER ROOF
VENT REQUIREMENTS
VENTILATION CALCULATIONS i
I
ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. Fr.
X 144 = 254 SQ. IN. I
I
HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. i
k. o
# UPPER 2/3 ROOF VENTS REQUIRED =1 ,
_ _ _ _
HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN.
ACTUAL SOFFIT VENTILATION = 504.4 SQ. IN.
=
rYP.
OVERHANG
AA
AT HIP
(UN.0.)
ROOF
PLAN,
SCALE: 1/8" = I'-0"
11/2" THICK
SAND FINISH
KEYSTONE
IIF APPLICABLE)
RAISED
SAND FIN15H
TEXTURED BANDING
NOTE:
Z I HI7 UC I HIL 5HUW5 I HC 11 I-'IUAI- I HIUNMOU
a OF ALL RAISED TEXTURED FIN15H BANDING
AND SAND FIN15HED KEY5TONE5 (WHERE
APPLICABLE) IF THICKNE5516 TO BE
DIFFERENT IT WILL BE CALLED OUT AT
its a
SPECIFIC KEYNOTE CALL -OUT
INSTALLATION OF EXTERIOR LATHING AND FRAMING
APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH
3/4" EDITION (2014) R103L.1 AND A5TM C 1063.
THICK THICKNESS OF TEXTURED FIN15H OVER FRAME
APPLICATION TO BE PER F-5-C.R. - 5TH EDITION (2014)
R103b.2 AND A5TM C 926.
TYP. CROSS—SECTION OF RAISED
TEXTURED FINISH BANDING AND /
OR SAND FINISH KEYSTONE
SCALE: 3" - 1'-011
CLEAR OPENING HEIGH75 �c
IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE
WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE
FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART
OF THE CLEAR OPENING OF THE WINDOW SHALL BE A
MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS 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.R. - 5TH EDITION (2014) 8312.2
WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS,
WHERE PROVIDED, SHALL COMPLY WITH THE
REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION
(2014)R312.2
Q
ROOF TRU55E5
AT 24" O.C. -
(TYPICAL)
GARAGE0-7
12
6D 12
6 GIRDER
ROOF TRUSSES TRU55
AT 24" O.C. 2
6
(TYPICAL)
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12
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/TEXTURED
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FINISH TEMP.
a'
MAIN F.F. LINE
/TEXTURED
FIN15H 7 MATCH -=
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AT FRONT
MAIN FF. LINE
GRADE LINE TEMP. G.C. VERIFY GLA56 GRADE LINE
(A55UMED) FR. DR INSERT FOR FRONT DOOR. (ASSUMED)
LEFT ELEVATION
SCALE: 1/8" = 14"
I� /SHINGLE 12 �6
6�
ROOF _.--SHINGLE
PLT. HT. ROOF -- PLT. HT.
CIO
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IF.G. *
JF51TNUIV
SECONDFF. LINE 4D SHINGLE g SECOND FF. LINE
T.oM. ROOF
�r
M MTA
TEXTURED_ TEXTURED '
b FIN15H e FIN15H v
MAIN FF. LINE TEMP. MAIN FF. LINE
GRADE LINE GRADE LINE
(ASSUMED) (ASSUMED)
REAR ELEVATION
SCALE: 1/8" = 14'I
12
Q6
G.C. VERIFY ALUMINUMLgHINGLE 12 SHINGLE
FASCIA OVER 2x6 ROOF 7 Q6 ROOF
51,16-FA5CIA (TYPICAL) /
PLT. HT_ - - - - - PLT. HT_
/STUCCO - /5TUCCO /5TucCO
,/ FIN15H7 FIN15H7 FIN15H
SHINGLE / / SHINGLE 2
ROOF
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SECOND F.F. LINE _
SECOND FF. LINE gROOF
— — —
—SECOND F.F. LINE
T.o.M.
O.M.
I -
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/TEXTURED
BI
FINISH TEMP.
a'
MAIN F.F. LINE
/TEXTURED
FIN15H 7 MATCH -=
�l D16TANCE
AT FRONT
MAIN FF. LINE
GRADE LINE TEMP. G.C. VERIFY GLA56 GRADE LINE
(A55UMED) FR. DR INSERT FOR FRONT DOOR. (ASSUMED)
LEFT ELEVATION
SCALE: 1/8" = 14"
I� /SHINGLE 12 �6
6�
ROOF _.--SHINGLE
PLT. HT. ROOF -- PLT. HT.
CIO
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IF.G. *
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SECONDFF. LINE 4D SHINGLE g SECOND FF. LINE
T.oM. ROOF
�r
M MTA
TEXTURED_ TEXTURED '
b FIN15H e FIN15H v
MAIN FF. LINE TEMP. MAIN FF. LINE
GRADE LINE GRADE LINE
(ASSUMED) (ASSUMED)
REAR ELEVATION
SCALE: 1/8" = 14'I
12
Q6
G.C. VERIFY ALUMINUMLgHINGLE 12 SHINGLE
FASCIA OVER 2x6 ROOF 7 Q6 ROOF
51,16-FA5CIA (TYPICAL) /
PLT. HT_ - - - - - PLT. HT_
/STUCCO - /5TUCCO /5TucCO
,/ FIN15H7 FIN15H7 FIN15H
SHINGLE / / SHINGLE 2
ROOF
SECOND FF, LINE_ ROOF S" SECOND FR LINE g 5ECOND FF. LINE
T.O.M. T.O.M. r.......r,.l...��......
2585
MATCH TEXTURED @ TEXTURED /TEXTURED _
DISTANCE FINISH FINISiN 7 FINISH 7
AT FRONT �l � �l
MAIN FF. LINE MAIN F.F. LINE --------------
GRADE LINE GRADE LINE S A N''t" Ci R D
(ASSUMED) (ASSUMED) )
,RIGHT ELEVATION # 1u1
76
SCALE: 1/8" - I'-0"
ELEVATION "B"
GARAGE RIGHT
ol
• TITLE •
SIDES AND REAR ELEVATIONS
ROOF PLAN
DETAILS
BUILDING SECTION
x
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OLDSMAR, FLORIDA 34677
813.925.1300 TEL
813.925.1800 FAX
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T.O.M. T.O.M. r.......r,.l...��......
2585
MATCH TEXTURED @ TEXTURED /TEXTURED _
DISTANCE FINISH FINISiN 7 FINISH 7
AT FRONT �l � �l
MAIN FF. LINE MAIN F.F. LINE --------------
GRADE LINE GRADE LINE S A N''t" Ci R D
(ASSUMED) (ASSUMED) )
,RIGHT ELEVATION # 1u1
76
SCALE: 1/8" - I'-0"
ELEVATION "B"
GARAGE RIGHT
ol
• TITLE •
SIDES AND REAR ELEVATIONS
ROOF PLAN
DETAILS
BUILDING SECTION
DAVIS BEWS
DESIGN GROVP
150 STATE STREET EAST
OLDSMAR, FLORIDA 34677
813.925.1300 TEL
813.925.1800 FAX
W W W DAVISBEWS:COM
TAMPA • DENVER
EST. 1994
SECOND FF, LINE_ ROOF S" SECOND FR LINE g 5ECOND FF. LINE
T.O.M. T.O.M. r.......r,.l...��......
2585
MATCH TEXTURED @ TEXTURED /TEXTURED _
DISTANCE FINISH FINISiN 7 FINISH 7
AT FRONT �l � �l
MAIN FF. LINE MAIN F.F. LINE --------------
GRADE LINE GRADE LINE S A N''t" Ci R D
(ASSUMED) (ASSUMED) )
,RIGHT ELEVATION # 1u1
76
SCALE: 1/8" - I'-0"
ELEVATION "B"
GARAGE RIGHT
ol
• TITLE •
SIDES AND REAR ELEVATIONS
ROOF PLAN
DETAILS
BUILDING SECTION
�n BUILDING WRAP TO GO OVER FLASHING
FLASHING TO BE FLEXIBLE SELF
ADHESIVE TYPE (MIN 6" WIDE)
PRECAST LINTEL
TYPICAL FLASHING AT PRECAST
AND EXTERIOR SHEATHING
TIE-IN WITH WEATHER RESISTIVE BARRIER:
1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH
FLASHING TO FORM WATER SHEDDING LAPS
F MATERIAL PER 2. SCORE &FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO
VATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION
)ERLAYMENT (REFER TO
/ER SHEET) 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER
ENGINEERED ROOF
ISSES AT 24" O.C. 5. FOLD WEATHER, RESISTIVE BARRIER BACK OVER HEAD FLASHING
ZRICANE STRAP PER AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE
)F FRAMING PLAN
BRG. HGT.
M. DRIP EDGE
FASCIA
TED ALUM. SOFFIT
ATH & EXT. FINISH
JDOW FLASHING AS REQ'D
WINDOW TRIM
3Txk
TYPICAL WINDOW AND SLIDING GLASS
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
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
�FgT,SF FOLD UP WEATHER
R RESISTIVE BARRIER &
TEMPORARILY SECURE
RFS�ST
�PFZ SILL PLATE
(SEE DETAIL B
2 FOR OPTIONS)
lap`
WEATHER RESISTIVE
BARRIER
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
i
WEATHER / i / EXTERIOR
RESISTIVE SHEATHING
BARRIER
TAPE / SILL PLATE
2 �
(ASSEMBLED FLASHING -\
WINDOW) , 2
i FLASHING
rL-A'SMl-N'G'j 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
2X4'S @ 16" O.C. BRG EXT WALL
FLASHING TO EXTEND 36"
15/32 O.S.B. SHEATHING
7/16" O.S.B. SHEATHING
EXTERIOR FINISH
BUILDING WRAP BEYOND
PROVIDE SELF ADHERED Z
FLASHING.
PROVIDE FLASHING
BOOT AT POSTS
FLASHING UNDER S.G.D. AS
WATERPROOF MEMBRANE
WATERPROOF MEMBRANE
��M
0Lm
RUBBER MEMBRANE BEYOND
3..SHOWN, PROVIDE 4 -1"BEAD OFCONST.
Y/
STUCCO "J" MOLD
FLASHING.
PROVIDE SELF ADHERED
ADHESIVE TO BE APPLIED
0 0
0 �
CAULK/SEALANT OR SOLDER
UNDER THRESHOLD OF DOOR
FLASHING
BETWEEN PAN FLASHING
AND RETURN UP JAMB 6". USE
AND DECK FLASHING.
Lill
LIQUID NAIL BRAND OR EQUAL
I
00
LAPPING DOWN OVER RIM JOIST
AND UP WALL BY
°
EXTERIOR FINISH
WATER PROOF CAULKING
I
i
IJ111''�
PER BUILDER
6"
CONNECTORS
`�orltltCl
�o
1
=
PROVIDE SELF ADHERED
24" FLOOR TRUSS
T
TEfFo
'"ice
FLASHING
SEE STRUCTURAL'
•
LAPPING DOWN OVER RIM JOIST
8' CMU BLOCK
..AND UP WALL BY 6"
=
.2 cq
I I
e'C4�•.
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
�FgT,SF FOLD UP WEATHER
R RESISTIVE BARRIER &
TEMPORARILY SECURE
RFS�ST
�PFZ SILL PLATE
(SEE DETAIL B
2 FOR OPTIONS)
lap`
WEATHER RESISTIVE
BARRIER
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
i
WEATHER / i / EXTERIOR
RESISTIVE SHEATHING
BARRIER
TAPE / SILL PLATE
2 �
(ASSEMBLED FLASHING -\
WINDOW) , 2
i FLASHING
rL-A'SMl-N'G'j 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
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
��M
0Lm
7/16" O.S.B. SHEATHING
Y/
STUCCO "J" MOLD
FLASHING.
TRUSS OR
Q• ,..r z
-, :, V•• o
TYPICAL FLASHING AT BALCONY
'� lllllittt���,
,y
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
WITH SECTION R702.7 OF THE CODE.
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
THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND
TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE
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.
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS.
1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMANVDMA 250„ OR FMA/AAMANVDMA 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.
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150 STATE STREET EAST
OWWAR, FLORIDA 34677
813.925.1300 TEL
813. 925.1800 FAX
W W WJDAVISBEWS.COM
TAMPA • DENVER.
- EST. 1994
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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
WITH SECTION R702.7 OF THE CODE.
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
THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND
TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE
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.
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS.
1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMANVDMA 250„ OR FMA/AAMANVDMA 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. �I
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. 2585
6. AT WALL AND ROOF INTERSECTIONS.
7. AT BUILT-IN GUTTERS. 6v��t FLASHWG DETAILS •
SAEV3. ORAD
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#16 1176
FLASHING DETAILS
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150 STATE STREET EAST
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813.925.1300 TEL
813. 925.1800 FAX
W W WJDAVISBEWS.COM
TAMPA • DENVER.
- EST. 1994
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3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. �I
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. 2585
6. AT WALL AND ROOF INTERSECTIONS.
7. AT BUILT-IN GUTTERS. 6v��t FLASHWG DETAILS •
SAEV3. ORAD
o A� R-� -
#16 1176
FLASHING DETAILS
DAVIS BEWS
DESIGN GROW
150 STATE STREET EAST
OWWAR, FLORIDA 34677
813.925.1300 TEL
813. 925.1800 FAX
W W WJDAVISBEWS.COM
TAMPA • DENVER.
- EST. 1994
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. �I
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. 2585
6. AT WALL AND ROOF INTERSECTIONS.
7. AT BUILT-IN GUTTERS. 6v��t FLASHWG DETAILS •
SAEV3. ORAD
o A� R-� -
#16 1176
FLASHING DETAILS
5HEATHING
TEXTUREBARRIER
w v
_- -- WINDOW UNIT
FINISH GOAT
DOOR ROUGH OPENING
APPROVED WEATHER -RESISTANT
—SLOPE
BROUIN COAT
ACCORDANCE WITH ASTMC1063
0.3 in :12.0 in
BUILDING PAPER
WOOD FRAME CONSTR.
7/16" O.S.B.
(0.6 cm :30.5 cm)
SGRATGH GOAT
SELF -ADHERED FLASHING 3/4'A" BEAD OF CONSTR.
�0/►
-- METAL
BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER
' FLASHING
SELF -ADHERED FLASHING
SELF-FURRINCz
OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN
31/2..
UNPERFORATED
WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND
FLANGE 7/8"
LATH
OR OR EQUAL WEATHER PROOF CAULKING
a
MAINTAIN
CEMT. FIN.
BOTTOM OF
WEEP SCREED
�
TWO LAYER5 WRB
SELF -ADHERED FLASHING
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WEEP 5CREED
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TERMINATE SELF
SEAL TOPS OF JOISTS
WIRE LATH
ApHE61
E51 VE FLASNINC
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AT LOWER N05E OF
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5ELF ADHE51VE
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FLA5HING
MA5ONRY BLOCK
WALL
00
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
EXTERIOR -MECHANICALLY n nr.n nr nnunrn SHPATH Ni, \ //f I __. _ . _. _____ NFFnFn IN RNFR.c; IF - _ _ - _..__._ __ ADHESIVE RUBBERIED ASPHALT
RUBBRIZED
i E yr
THRESHOLD / THRESHSH OLD
/
SECTION -A (SEE
DETAIL WP02)
SELF -ADHERED FLASHING \
NAILING FLANGE SELF -ADHERED
FLASHING
DO NOT FLASH OVER SEAL TOPS JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS
BOTTOM NAILING UNDER DECKING **INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER
FLANGE (SEE DETAIL WP07) SHEDDING LAPS
SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING
HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER
WALL SHEATHING
ASPHALT SEALANT:
EXTEND MIN. OF 6" ��j TEXTURED, PAINTED
GALV. MTL CRICKET AS EXTER. WALL FINISH ASPHALT BASED
OUTSIDE OF FLASHING j
j 'L' FLASHINGROOF CRICKET. SEALANT APPLIED
N SPECIFIED MIN: 3:12 SLOPE 6 X 18 H GALV.
BY PLAN
(REQUIRED AT FLASHING CONT.,
BEHIND FLASHING
CO
LOCATION ALL LEVEL AT
VERTAT ENICAL TRY WALL PLASTER STOP MIINIMUM OFDING 6" ABOVE
..1�''
6° j Z ,.,..:,:::.,.:f.:.. ROOF SHINGLES �Z
g Mw VERTICAL RISE OF
FLASHING AT KNEEWALL
00
6" X 18" H GALV. w
,;.:;:'; . iv SEALANT
FLASHING CONT
DIVERTER „
FLASHING ,..:::::,;,••. /
Mv
:;: ':;,. •:,; , :•: ROOF MATERIAL PER
" ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED
DRIP EDGE ;J:•; FLASHING DETAILS
;,';,..,•,, y;.., UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS
FASCIA COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ.
PRE-ENGINEERED ROOF FLASHIN
TRUSSES AT 24" O.C.
FIGURE 1: FLASHING INSTALLATION FLASHING INSTALLATION
WHERE ROOF MEETS VERTICAL WALL
TEXTURED, PAINTED 5"x5" METAL FLASHING
w/TAR BETWEEN
EXTERIOR WALL FINISH °.e�.�•.:.•.
a`° ; �� FLASHING AND SHINGLES
r.
HOLD EXTERIOR
y_rr FINISH 2" ABOVE
ROOF SHINGLE PER
.F:;<c.'` FLASHING CONTRACT
R ol°
CAULKING
TYPICAL ROOF TO O �N°RR�P�M� \ \ Pp R�Pos
WALL FLASHING DETAIL 9T TO R UR �E\ EK P4°
°V SE G� SE
5CN gZHG 3R0 2N°GpuR �G°gR M
1
RAKE METAL 22 29
DRIP EDGE 5 2 EAVES
LINE VALLEY BY CENTERING 36" WIDE 14"
CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE
FIGURE 2: WALL FINISH WATERPROOFING SHINGLE 7
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
ASPHALT SEALANT: TOU US
EIN 5TH ABOUT 3/4" IF NO DRIP EDGE IS
USED.
EXTEND MIN. 6" ABOVE
FLASHING DO NOT NAIL WITHIN 6" EMBED EACH SHINGLE INA 2"
6 TO 12" VALLEY CENTERLINE WIDE STRIP OF ASPHALT
PER PLAN RAGING CEMENT.
SPECS.
6" HIGH
DIVERTER 6 �`CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL
FLASHING UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY
GALV. 'L' FLASHING
TYPICAL TRIMMED SHINGLE CERTAINTEED CORPORATION.
''---ROOFING FELT
CUT SHINGLES 2" BACK FROM 36"
DRIP EDGE VALLEY CENTERLINE 1" 8" 8" 8" 8" 8" V,
REMOVE
FASCIA
SEALANT LI E
NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING
NAILS. 3/8" MIN HEADS. 6 PER SHINGLE.
FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL
7/8" CEMENT PLASTER
IN ACCORDANCE WITH
ASTMC926
APPROVED WEATHER -RESISTANT
C
MATERIAL W/ METAL LATH IN
ACCORDANCE WITH ASTMC1063
0
BUILDING PAPER
7/16" O.S.B.
SHEATHING
�0/►
-- METAL
' FLASHING
/
31/2..
UNPERFORATED
FLANGE 7/8"
WEEP SCREED
MAINTAIN
00
BOTTOM OF
WEEP SCREED
�
11/2" TO 2"
ABOVE ROOF
E
SHEATHING
J* m
00 h
CEMENT PLASTER IN -
ACCORDANCE WITH
ASTMC926 OVER WOOD
2ND FLOOR
/
CEMENT
PLASTER
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 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
JOINT ONLY
METAL FLASHING 3-1/2"
UNPERFORATED FLANGE 7/8"
WEEP SCREED
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BLOCK FLANGE 1/2" WEEP
SCREED
°
INSTALL BOTTOM EDGE OF
SLAB WEEP SCREED 1" BELOW
FINISH FLOOR
OPTIONAL DETAIL
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
• JOB NUMBER 26002.046
CAD FILE NAME LOT 115
ISSUED 03-30-16
REWSED
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OLDSMAR, FLORIDA 34677
813.925. 1300 TEL
813. 925.1800 FAX
W W W.DAVISBEWS.COM
TAMPA • DENVER
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CAD FILE NAME LOT 115
ISSUED 03-30-16
REWSED
I METAL FLASHING
WALL PER PLAN -\
L PER
ONS W5"x5" METAL FLASHING
ONS WITH APPROVED 6
.AYMENT (REFER TO w/TAR BETWEEN 2585
SHEET) FLASHING AND SHINGLES •
30INEERED ROOF RUN KICKOUT FLASHING 6"
S AT 24" O.C. PAST EDGE OF ROOF TITLE •
ROOF PER PLAN FLASHING DETAILS
TYPICAL ROOF TORN �sI< -
WALL FLASHING DETAIL PLAN VIEW "����;, •
#16 1176
y. %&-FAL-L-9-THESE DETAILS ARE GENERIC AND MEANT T
FLASHING DETAIL TO SHOW GENERAL FLASHING AND I—LA�) H I N U C t I AI U)
WATERPROOFING METHODS TO BE USED.
N.T.S.
DAVISON
BEWS
DESIGN GROVP
150 STATE STR.EEi EAST
OLDSMAR, FLORIDA 34677
813.925. 1300 TEL
813. 925.1800 FAX
W W W.DAVISBEWS.COM
TAMPA • DENVER
EST. 1994 Fz�--
I METAL FLASHING
WALL PER PLAN -\
L PER
ONS W5"x5" METAL FLASHING
ONS WITH APPROVED 6
.AYMENT (REFER TO w/TAR BETWEEN 2585
SHEET) FLASHING AND SHINGLES •
30INEERED ROOF RUN KICKOUT FLASHING 6"
S AT 24" O.C. PAST EDGE OF ROOF TITLE •
ROOF PER PLAN FLASHING DETAILS
TYPICAL ROOF TORN �sI< -
WALL FLASHING DETAIL PLAN VIEW "����;, •
#16 1176
y. %&-FAL-L-9-THESE DETAILS ARE GENERIC AND MEANT T
FLASHING DETAIL TO SHOW GENERAL FLASHING AND I—LA�) H I N U C t I AI U)
WATERPROOFING METHODS TO BE USED.
N.T.S.
W.P.
GF.I—
L ---J L ---J
pISCONN.
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS of THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.
PInC;T VENT UXTER
THRJ EXT. WALL
MICROWAVE VENT HOOD AND
OUTLET +14"—\ MICRO TO EXTERIOR
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• JOB NUMBER 26002.046 •
CAD FILE NAME LOT 115
ISSUED 03-30-16
REVISED
W.P. / GF.I. FOR E l.._ E C I fRI C A L <E
TTi>x. SERVICE
COACH I DUPLEX CONVENIENCE OUTLET
LIGHT I DUPLEX OUTLET ABOVE COUNTER
ELEC. 200 AMP AT q811 0.P. WEATHERPROOF DUPLEX OUTLET
PANEL 11�21G..F.,. GROUND FAULT INTEI�IPTER DUPLEX OUTLET •
- — — — — — — — — HALF -SWITCHED DUPLEX OUTLET
I$p SPECIAL PURPOSE OUTLET _
G.C. VERIFY LOCATION OF i \ 0 DUPLEX OUTLET IN FLOOR
DEDICATED FREEZER 220 VOLT OUTLET
OUTLET IN GARAGE I WALL SWITCH
1 13 THREE-WAY SWITCH
GARAGE
r— _r I 14 FOUR -.WAY SWITCH
Ip DIMMER SWITCH
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
I DAVIS B EwS
�lI
I 1 1 I I- WALL MOUNTED INCANDESCENT LIGHT FIXTUREDESIGN GROUP i ;n RECESSED INCANDESCENT LIGHT FIXTUi
*c. LIGHT FIXTURE WITH PULL CHAIN 150 STATE sTR.EET EAST
/ I � TRACK LIGHT OU) M K MDMA 34677
813.925.1300 TEL
FLUORESCENT LIGHT FIXTURE I 813.
813 .9�nvi1800sFAX
M f� EXHAUST FAN 'TAMPA • DENVEPL
tQ• EXHAUST FAN/LIGHT COMBINATION S EST. 1994
® ELECTRIC DOOR OPERATOR (OPTIONAL)
PUSHBUTTON FOR I / ❑Q CHIMES (OPTIONAL)
GD. OPENER I p PUSHBUTTON SWITCH (OPTIONAL)
L — — - — — — — — -- CARBON MONOXIDE DETECTOR
GFJ. COACH sn SMOKE DETECTOR
AT 48" LIGHT sn SMOKE / CARBON MONO. COM50 DETECTOR
W.P. TELEPHONE (OPTIONAL)
GF.I. I 0 TELEVISION (OPTIONAL)
Q THERMOSTAT
/ 0 ELECTRIC METER
TRY I ELECTRIC PANEL
DISCONNECT SWITCH
\ I
/ ® SPEAKER (OPTIONAL)
cu/ ROUGH -IN FOR OPT. CEILING FAN 0
-- I </ J
c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ 0
GJ ROUGH -IN FOR OPT. CEILING FAN
NOTES
1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I) AS INDICATED M0
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 ....
LOOR:SWITCHES.... 42"
OUTLETS ..... 14"
TELEPHONE.. 1411 (UNLESS ABV COUNTERTOP)
TELEVISION ... 14"
3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER r
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING 0
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS,
CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I.
DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.G. 2011406.12 AND 406.13 '
5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY
ROOMS SHALL BE W.C.I. PROTECTED (GPD, 0M
b. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NRPA.10, N.E.C. 2011, FB.CR - 5TH CD 0
EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE,
FIREPLACE, OR AN ATTACHED GARAGE SHALL NAVE AN OPERATIONAL CARBON
MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
PURPOSES. F� >=
8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN
SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE 0
BATTERY BACKUP. COMBINATION SMOKE/CAR" MONOXIDE ALAR IS SHALL BE
LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
2585
MAIN FLOO
S- /�, Nq P () R D
#16-1176
R ELECTRICAL PLAN
GARAGE RIGHT
• TITLE •
MAIN FLOOR ELECTRICAL
PLAN
• SHEET •
4/0 ALU. CABLE
MAIN DISCONNECT'
METER
A/C
DISC.
COMBO - SQUARE( D
REFER TO FLOOR
TYP. 014 AND 12 COPPER TO
PLAN FOR NOTED
MAIN DISC.
INSIDE LIGHTS AND OUTLETS
AMPS. REQUIRED
PANEL MO COPPER TO
WATER HEATER
UNDERGROUND
18 COPPER TO RANGE
SERVICE BY
POWER COMPANY
04 COPPER TO 5/8" GROUND ROD
ALSO SERVICE TO BE BONDED
TO FOOTINIG STEEL
ELECTRICAL
RISER DIAGRAM
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS of THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.
PInC;T VENT UXTER
THRJ EXT. WALL
MICROWAVE VENT HOOD AND
OUTLET +14"—\ MICRO TO EXTERIOR
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• JOB NUMBER 26002.046 •
CAD FILE NAME LOT 115
ISSUED 03-30-16
REVISED
W.P. / GF.I. FOR E l.._ E C I fRI C A L <E
TTi>x. SERVICE
COACH I DUPLEX CONVENIENCE OUTLET
LIGHT I DUPLEX OUTLET ABOVE COUNTER
ELEC. 200 AMP AT q811 0.P. WEATHERPROOF DUPLEX OUTLET
PANEL 11�21G..F.,. GROUND FAULT INTEI�IPTER DUPLEX OUTLET •
- — — — — — — — — HALF -SWITCHED DUPLEX OUTLET
I$p SPECIAL PURPOSE OUTLET _
G.C. VERIFY LOCATION OF i \ 0 DUPLEX OUTLET IN FLOOR
DEDICATED FREEZER 220 VOLT OUTLET
OUTLET IN GARAGE I WALL SWITCH
1 13 THREE-WAY SWITCH
GARAGE
r— _r I 14 FOUR -.WAY SWITCH
Ip DIMMER SWITCH
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
I DAVIS B EwS
�lI
I 1 1 I I- WALL MOUNTED INCANDESCENT LIGHT FIXTUREDESIGN GROUP i ;n RECESSED INCANDESCENT LIGHT FIXTUi
*c. LIGHT FIXTURE WITH PULL CHAIN 150 STATE sTR.EET EAST
/ I � TRACK LIGHT OU) M K MDMA 34677
813.925.1300 TEL
FLUORESCENT LIGHT FIXTURE I 813.
813 .9�nvi1800sFAX
M f� EXHAUST FAN 'TAMPA • DENVEPL
tQ• EXHAUST FAN/LIGHT COMBINATION S EST. 1994
® ELECTRIC DOOR OPERATOR (OPTIONAL)
PUSHBUTTON FOR I / ❑Q CHIMES (OPTIONAL)
GD. OPENER I p PUSHBUTTON SWITCH (OPTIONAL)
L — — - — — — — — -- CARBON MONOXIDE DETECTOR
GFJ. COACH sn SMOKE DETECTOR
AT 48" LIGHT sn SMOKE / CARBON MONO. COM50 DETECTOR
W.P. TELEPHONE (OPTIONAL)
GF.I. I 0 TELEVISION (OPTIONAL)
Q THERMOSTAT
/ 0 ELECTRIC METER
TRY I ELECTRIC PANEL
DISCONNECT SWITCH
\ I
/ ® SPEAKER (OPTIONAL)
cu/ ROUGH -IN FOR OPT. CEILING FAN 0
-- I </ J
c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ 0
GJ ROUGH -IN FOR OPT. CEILING FAN
NOTES
1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I) AS INDICATED M0
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 ....
LOOR:SWITCHES.... 42"
OUTLETS ..... 14"
TELEPHONE.. 1411 (UNLESS ABV COUNTERTOP)
TELEVISION ... 14"
3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER r
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING 0
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS,
CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I.
DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.G. 2011406.12 AND 406.13 '
5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY
ROOMS SHALL BE W.C.I. PROTECTED (GPD, 0M
b. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NRPA.10, N.E.C. 2011, FB.CR - 5TH CD 0
EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE,
FIREPLACE, OR AN ATTACHED GARAGE SHALL NAVE AN OPERATIONAL CARBON
MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
PURPOSES. F� >=
8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN
SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE 0
BATTERY BACKUP. COMBINATION SMOKE/CAR" MONOXIDE ALAR IS SHALL BE
LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
2585
MAIN FLOO
S- /�, Nq P () R D
#16-1176
R ELECTRICAL PLAN
GARAGE RIGHT
• TITLE •
MAIN FLOOR ELECTRICAL
PLAN
• SHEET •
MAKE-UP
LIGHT
ELECTfRICAL
DUPLEX CONVENIENCE OUTLET
------------- ----------- I DUPLEX OUTLET ABOVECOUNTER
.P. WEATHERPROOF DUPLEX OUTLET
o.Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET
HSWITCH U X OuML T
AlL
I
� - ED D PLE E
i ® SPECIAL PURPOSE OUTLET
DAVIS BEWS
DESIGN GROVP
DUPLEX OUTLET IN FLOOR
150 STATE STREET" EAST
OLDSMAR, FLORIDA 34677
813.925.1300 TEL
813.925.1800 FAX
W W W.DAVISBEWS.COM
220 VOLT OUTLET
-� EST. 1994 �: y
WALL SWITCH
13 THREE-WAY SWITCH
14 FOUR-WAY SWITCH
D DIMMER SWITCH
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
- WALL MOUNTED INCANDESCENT LIGHT FIXTURE
;Q RECESSED INCANDESCENT LIGHT FIXTURE
c. LIGHT FIXTURE WITH PULL CHAIN
�® TRACK LIGHT
1
c FLUORESCENT LIGHT FIXTUF�E
4 EXHAUST FAN
Q, EXHAUST FANLIGHT COMBINATION
®D ELECTRIC DOOR OPERATOR (OPTIONAL)
❑cH CHIMES (OPTIONAL)
i
o PUSHBUTTON SWITCH (OPTIONAL)
® CARSON MONOXIDE DETECTOR
s� SMOKE DETECTOR
so SMOKE / CAIN MONO. COMBO DETECTOR
.------------------------
IQ TELEPHONE(OPTIONAL)
0 TELEVISION (OPTIONAL)
QQ THERMOSTAT
DT ELECTRIC METER
Am ELECTRIC PANEL
—� DISCONNECT SWITCH
® SPEAKER (OPTIONAL)
I
c/>
ROUGH -IN FOR OPT. CEILING FAN
GJ R IOlLkl LIGHT FIXTURE W/
OPT. CEILING
W IN FOR PST
NOTES -
I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) 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.... 42"
OUTLETS ..... 14"
TELEPHONE.. 14" (UNLESS ABY COUNTERTOP)
TELEVISION.. J4"
3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS,
CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.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 IGF.P.
G.C. VERIFY ALL
6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO EN801E THAT ALL
SMOKE DETECTORS
ELECTRICAL WORK IS IN PULL COMPLIANCE WITH NEPA. 10, N.E.C. 1011, F.B.C.R - 5TH
TO BE HARD -WIRED
EDITION (2014), AND ALL APPLICABLE LOCAL STANDADSR, CODES, AND ORDINANCES.
1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE,
FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON
MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
PURPOSES.
5. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN
SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE
BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE
LISTED OR LABELED BY A NATIONALLY IECOGN17FD TESTING LABORATORY.
�VILC)/�,G
6
#16 1 176
2585
SH ET
UPPER FLOOR ELECTRICAL PLAN. ^ Q
GARAGE RIGHT
DAVIS BEWS
DESIGN GROVP
150 STATE STREET" EAST
OLDSMAR, FLORIDA 34677
813.925.1300 TEL
813.925.1800 FAX
W W W.DAVISBEWS.COM
TANWA • DENVER
-� EST. 1994 �: y
2585
SH ET
UPPER FLOOR ELECTRICAL PLAN. ^ Q
GARAGE RIGHT
GENERAL NOTES INDEX OF DRAWINGS
FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD W
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, SHEET TITLE 0
MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL
AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES S
SHEET
BEARING CAPACITY 2000 PSF
TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. Q
1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A S1 STRUCTURAL NOTES
MINIMUM G50 ZINC COATING z
THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE ' 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE _
PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. S2 FOUNDATION PLAN
(BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE Uj
Uj
CONSESTAUMER SERVICESISHED BY THE . PRESERVATIVE
DEPARTMENT OF AGRICULTURE AND PRESERVATIVE WOOD TREATER. S3 DOWEL PLACEMENT PLAN
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES Z
OF PRESSURE TREATED WOOD. S4 FIRST FLOOR FRAMING P LAN
CAST IN PLACE CONCRETE N I-
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF PREFABRICATED WOOD TRUSSESZ 0-
0 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR S4.1 NOTES & CONNECTOR LEGEND O W
2500 PSI, A SLUMP OF 4 PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT ~ V
AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. w
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS S4.2 ROOF FRAMING PLAN = W
ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR
CONFORMING TO ASTM A-615 GRADE 40.F-
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED S5 LINTEL PLAN U')
WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE + W
THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR SD 1 FOUNDATION DETAILS L�7 O
THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO.
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPANq /� (D
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE S D2 GENERAL DETAILS Z
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDINGSPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD SD3 GENERAL DETAILS m W
BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24 LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH /
AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. S D4 GENERAL DETAILS
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS �/ ° ��%�,l ltt�l���1/
CENTER TO UPPER 1/3 OF THE SLAB. SD5 TWO STORY DETAILS` cl3TLq
BOLTS AND THREADED RODS, 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF °°°►+�••°..°i'rrrr a
TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY + �+ p N
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. SD6 TWO STORY
DETAILS lt
2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS: CO)'A � N W o
FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF ST 1 STAIR DETAILS z LU �° i cr, Z Z
HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) U ,qK (�; *-� X U_
OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) � + ,z [L- _j
3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) UPDATES ,•"+es"` „� 0
OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL 5PSF °°`�4�'` Q -
MINIMUM FLOOR DESIGN LIVE LOADS:
ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MA)FLOORS = 40 PSF _ , ir��� t-� O
MASONRY WALL CONSTRUCTION B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) NUMBER DATE DESCRIPTION ~O 111/11111 u-
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF
CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS = 40 PSF,I 5/920,14 CREATED ELEV. A, B, C AND ELEV A WITH BONUS, J
PSI (fm =1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. WITH MASTER 2 AND WITH BONUS & MASTER 2
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: _
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF 3: U' O_
4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF 2 7/$/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES U)
SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS w
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS ADDIT'L BRACING &BLOCKING PER BCSI-1 &TRUSS MANUFACTURER'S DRAWINGS CREATED ELEV. C W/ BONUS - TRUSSWAY CDco
"'
-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 3 12/18/2014
FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE `1 N
RECOMMENDATIONS FOR MIN" TRUSSES O U
. 7/16OSB SHEATHING , o
PLACED IN CENTER OF MASONRY CELL W1 MIN 1/2" CLEARANCE TO INSIDE FACE. U
6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE ''
z
TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS Z
LESS THAN 2FT).
WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" 4 /29I2O15 CREATED ELEV. BSTD -TRUSSWAY TRUSSES Q z r _ _ O
U
FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 ai
POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. REMOVED OPTIONAL MASTER SUITE 2 AND
7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. 5 1/30/2015 OPTIONAL BONUS ROOM W/ MASTER SUITE 2 FROM QG
8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE X BRACING ALONG TRUSS SPAN @ 10,0 MAX AND
COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP MASTER PER BILL YOUNGMAN'S REQUEST _ef'
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES 0
10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 6 4/14/2015 PERTB-5G
11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15-0 O.C. MAX W/IN TRUSS SPAN OR PER TRUSS z
LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS, ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST 0CC
CELLS BELOW. THE USE OF (FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24') PLUS 6" MIN PAST BOTTOM CHORD. (n
-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 & BCSIIF
7 1 /8/2016 ADDED A/C CHASE TO CLOSET AT BEDROOM 3 °
6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS,
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 3 DAYS AND NO
O
I
("T" BRACING MAYBE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS
�-
W
'^
C
HANGERS.
FIELD REPAIR NOTES
SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO.2 GRADE SHALL BE USED
WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3).
REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED
J
LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND)
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1
-AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2)
INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
W
MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/
OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE
12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND
8 1/26/2016 ADDED ALTERNATE DEN OPTION ~
MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
z
EITHER RODDING
INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2C5
BEND).
BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM
V
CONSOLIDATION.
BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN
~
O
w J n g
TIO
WOOD CONSTRUCN
BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)
U
DESIGNED AND DETAILED BY OTHERS.
LU «
p a
DESIGN PRESSURES
DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3.
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN
6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS,
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)
BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC.
SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS
STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING),
HANGERS.
FIELD REPAIR NOTES
SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO.2 GRADE SHALL BE USED
EFFECTIVE
REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED
1. OMITTED REBAR
LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND)
DRILL A 3/4" O HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR
CONDITIONS. E.O.R. TO REVIEW IF INSTALLED.
INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED
MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL
MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING
AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL
BEND).
BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM
2. STRAPS/CONNECTOR SUBSTITUTION
NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD.
MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY
& LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S
(MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY
INSTALLATION INSTRUCTIONS ARE FOLLOWED.
SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE
3. STAIR CONSTRUCTION
DESIGNED AND DETAILED BY OTHERS.
2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE
USED FOR RISERS & TREADS ILO2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.)
CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL
4. METAL STUD SUBSTITUTION
HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH
WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS
SIMPSON HSS2 STUD SHOES, TYP U.N.O.
5. OMITTED J -BOLT
7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE
-1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY
CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE
w/ SIMPSON SET EPDXY @ 5" MIN EMBED.
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST
-1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"
CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED
J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES
6. MORTAR JOINTS
NOT.
-FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D)
8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR
-FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
MASONRY IS TO BE PRESSURE TREATED.
EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN.
9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2)
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES,
WOODEN TOP PLATES.
THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG
10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS
-FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
ENGINEERED LUMBER
VERT. REINF. IN EA. CELL, CONT. PER PLAN.
ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN
7. OVERHANGING CMU WALL
VALUES AS FOLLOWS:
-FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT.
COLUMNS BEAMS STUD
s z 2
E = 1,800,000 Ib/in U.N.O. E = 2,000,000 Ib/in U.N.O. E = 1,500,000 Ib/in U.N.O.
CELLS PER PLAN.
-FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES
RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS
IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN
Fb = 2500 Fb = 3000 Fb = 2200
-FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS.
Ft =1500 Ft =1700 Ft = 1500
STRUCTURAL STEEL
Fc 11= 3000 Fc 11= 3000 Fc 11= 2100
1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE
W
STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy =
Fc j = 900 Fc j = 900 Fc j = 450
35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI.
Fv = 285 FW = 285 Fv = 150
2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN
SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)
CONDITION U.N.O.
BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA.
TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL
CEILING CONSTRUCTION
CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS
SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE
OTHERWISE SPECIFIED.
PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN
CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE
LIVING SPACE IS ABOVE THE GARAGE.
3/6' LINO.
3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF
3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES,
TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED
SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS,
SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/
FASTENERS, LOAD, AND TOLERANCES.
8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD.
4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY
UNDER STAIR PROTECTION
ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR
5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD
SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH
INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED).
(12.7MM) GYPSUM BOARD.
SUBMIT REPORTS TO ARCHITECT AND ENGINEER.
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
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WIND PRESSURE & SUCTION
EFFECTIVE
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(+) VALUE DENOTES PRESSURE
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- VALUE DENOTES SUCTION
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- 28.3
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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 W/IN 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
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FOUNDATION NOTES:
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1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE f—
LAPPED `MIN. 6" AND SEALED, Q
2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xWI.4 WELDED WIRE MESH
PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL
(FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR -�
EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE.
3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM z
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6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE
SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) H C)
CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE 0 V
THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR w W
USE ALTERNATE APPROVED METHOD. Q
7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY W
COMMUNITY & COUNTY CODES. p
8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL O
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AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION z
75'-0" 11 INSTRUCTIONS.--.:__._
9. NO WOOD STAKES PERMITTED IN FOUNDATION.
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10 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Q W
44-8 DOWN, SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO 0
8'4" 2 STORY FOOTING DETERMINE STEP LOCATIONS IF REQUIRED W
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11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS LL
LL. LLi
AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD � �%%J111111/0d N
6F08 MF01 MF02 FOOTING STEP DOWN AND CORNER INFORMATION.
SD1 SD1 SDI),p���✓� V
12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNI URCE •„•••• '••..4J° ,t�, o w p
SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVID �, LL. * �.�, e.r z z
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SD1 ■ SD2 N FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE ; p • � Q <
• PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL:•• ::" w J O
2 INTEGRATE W/ MAIN I CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO •.,• .� `ae -�
• HOUSE WALL 2p' 8" FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. rr •••as
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QC CHECK: CC
1—
JOB No. TM - 2151994
#16-1176 0
SCALE: AS INDICATED
_
U)
-- --- ----
DATE.
FIRST F FRAMING P 04,11,2016
NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND
4
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 of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
BEARING WOOD WALL SCHEDULE
TAG
STUD
CONNECTION & FASTENERS
UPLIFT
(2)2x6 #2 SYP w/2" FLITCH PLATE
TAG
SPACING
CAP. (plD
BLOCKING
TOP
BOTTOM
BW1
16"
(3)12d TOENAILS
(3)12d TOENAILS
NO
MID -SPAN
ATTACH KING STUD TO HEADER w/(10)
H2x10
OR ENDNAILS
OR ENDNAILS
UPLIFT
(2)2x12 #2 SYP w/2" FLITCH
ATTACH KING STUD TO HEADER w/(10)
BW2
16"
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
MID -SPAN
ATTACH KING STUD TO HEADER w/(6)
BW3
16"
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
'-rd. PT.
3
ATTACH KING STUD TO HEADER w/(8)
O
(3)12d TOENAILS
(3)12d TOENAILS
NO
MID -SPAN
BW4
12"
OR ENDNAILS
OR ENDNAILS
UPLIFT
ATTACH KING STUD TO HEADER w/(12)
6x6: ABU66 w/(1 2)16d NAILS & e" EPDXY ANCHOR w/MIN.
BW5
16d NAILS
1/2" THREADED ROD @ 48" O.C.
1160 pif
MID -SPAN
HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING
12"
ADJUST AS REQ'D TO MISS STUDS
OPENING SIZE
JACKS @ EA. END KINGS @ EA. END
V-0" TO T-11"
BW6
12"
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pif
3rd. PT.
STANDARD HEADER NOTES
1. VERIFY w/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 HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @
12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10
OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET
INTO HEADER
4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE.
5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL
REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL.
WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS.
6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R.
GENERAL BEARING WALL NOTES
1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O.
2. ALL LUMBER TO BE #2 SPF U.N.O.
3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O.
4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R.
5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO
STUD CONNECTIONS.
6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS.
7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END.
8, %2" THREADED ROD w/ MIN 7" EMBED (OR 7" PAST STEP DOWN) USING
SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP
PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT
BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE
PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS
INDICATE CONNECTIONS.
9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO
ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF
BRG, WALL IS INDICATED WITH BW1 OR BW4. 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 AND WILL NOT REQUIRE THE
ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL
SCHEDULE.
10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF
THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL
INFO. AND DETAILS.
11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR
FOR FURTHER REVIEW.
HEADER SCHEDULE
TAG
HEADER
FASTENERS
H2x6
(2)2x6 #2 SYP w/2" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(6)
<8>(2)2X6
SYP#2 BUILT UP STUD COLUMN
16d NAILS
H2x8
(2)2x8 #2 SYP w/2" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(8)
O(3)2X8
SYP#2 BUILT UP STUD COLUMN
16d NAILS
44 SYP#2 POST
(2)2x10 #2 SYP w/2" FLITCH
ATTACH KING STUD TO HEADER w/(10)
H2x10
PLATE
16d NAILS
H2x12
(2)2x12 #2 SYP w/2" FLITCH
ATTACH KING STUD TO HEADER w/(10)
NO
PLATE
16d NAILS
H3.5x5.5
(2)1.75"x5.5" LVL
ATTACH KING STUD TO HEADER w/(6)
R
O
5-1/4"x7" LVL COLUMN.
16d NAILS
H3.5x7.25
(2)1.75"x7.25" LVL
ATTACH KING STUD TO HEADER w/(8)
O
16d NAILS
H3.5x9.25
(2)1.75„ x9.25„ LVL
ATTACH KING STUD TO HEADER w/(10)
2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T.
OR WO,LMANIZED.
16d NAILS
H5.5x11.25
(3)1.75"x11.25" LVL
ATTACH KING STUD TO HEADER w/(12)
6x6: ABU66 w/(1 2)16d NAILS & e" EPDXY ANCHOR w/MIN.
7" EMBEDMENT
16d NAILS
MIN. 7" EMBEDMENT
4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND
BASE PLATE U.N.O. ON PLANS.
HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING
SEE PLAN FOR WALL WIDTH
OPENING SIZE
JACKS @ EA. END KINGS @ EA. END
V-0" TO T-11"
1
1
4'-0" TO 8'-0"
2
2
STANDARD HEADER NOTES
1. VERIFY w/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 HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @
12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10
OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET
INTO HEADER
4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE.
5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL
REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL.
WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS.
6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R.
7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
MGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN.
8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS
AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO.
COLUMN SCHEDULE
AO
(2)2X4 SYP #2 BUILT UP STUD COLUMN
O(3)2X4
SYP#2 BUILT UP STUD COLUMN
C
O
(4)2X4 SYP#2 BUILT UP STUD COLUMN
<8>(2)2X6
SYP#2 BUILT UP STUD COLUMN
O(3)2X6
SYP#2 BUILT UP STUD COLUMN
O(2)2X8
SYP#2 BUILT UP STUD COLUMN
O(3)2X8
SYP#2 BUILT UP STUD COLUMN
<8>
44 SYP#2 POST
JO
6x6 SYP#2 POST
OK
8x8 SYP#2 POST
O3-1/2"x3-1/2"
LVL COLUMN.
MO
3-1/2"x5-1/4" LVL COLUMN.
NO
3-1/2"x7" LVL COLUMN.
P
O
3-1/2"x9-1/2" LVL COLUMN.
OQ
5-1/4"x5-1/4" LVL COLUMN.
R
O
5-1/4"x7" LVL COLUMN.
O7x7"
LVL COLUMN.
OT
3-1/2"x11-7/8" LVL COLUMN.
O
O
H10A 1340
STANDARD COLUMN NOTES
1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4.
2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T.
OR WO,LMANIZED.
3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID
POSTS. AT EXTERIOR CONDITIONS
4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN.
7" EMBEDMENT
6x6: ABU66 w/(1 2)16d NAILS & e" EPDXY ANCHOR w/MIN.
7" EMBEDMENT
8x8: ABU88 w/(18)16d NAILS & (2)$" 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
GENERAL DIAMETER/ LENGTH
NAIL
VALUES
8d
.131" x 22,E
10d
.148" x 3"
12d
.148" x 34 "
16d
.162" x 32"
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.
CONNECTOR SCHEDULE
TAG
BEAM SIZE
CONNECTIONS
VALUES
VALUESSPF(Ib)
TAG
SIMPSON CONNECTOR
TYPE
TO BEAM: SIMP. HUC48 w/(14)16d NAILS
SYP(Ib)
(2)2x8 #2 SYP
META16 w/(7) 10dx12" NAILS OR
B2x8
WITH 1/2" FLITCH
w/(6)10d NAILS & (14)4"x2"'
El
META20 w/(7) 10d x 12" NAILS
FRAME TO CMU
1450
1450
ON MASONRY: SIMP. META16
(2)META16 OR (2)META20
Q
Q
TO POST: SIMP. HTS20 OR LSTA18
'�J ♦
21
(1)ply TRUSS (10)10d x 12" NAILS
FRAME TO CMU
(1)ply 19$5
(2)ply 1900
(1)ply 1985
(2)ply 1900
B2x10
(2)ply TRUSS (12) 16d x 12" NAILS
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
TRUSS MANUFACTURERS LAYOUT
PLATE
NAILS & (18)4"x2a' TAPCONS
H10A w/(18)10d x 12" NAILS OR
H10A 1015
H10A 1340
(2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS
FRAME TO FRAME
H10A-2 1070
H10A-2 1245
HTS20 w/(24)10d x 12" NAILS
FRAME TO FRAME
1245
1450
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
PLATE
NAILS & (18)4"x24" TAPCONS
(2)HTS20 w/(24)10d x 12" NAILS
FRAME TO FRAME
2490
2900
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
TO BEAM: SIMP. HUC410 w/(18)16d &
F6]
H2.5A w/(1 0)8d
FRAME TO FRAME
535
600
MTS 12 w/(14)10d x 12" NAILS
FRAME TO FRAME
860
1000
J
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
TO POST: SIMP. HTS20 OR LSTA18
TO BEAM: SIMP. HUC410 w/(18)16d &
MGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN.
FRAME TO CMU
3140
3140
(2)1.75"x11.875" LVL
5" EMBEDMENT
NAILS & (18)4"x24" TAPCONS
El
HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP.
FRAME TO CMU
3640
4235
TO POST: SIMP. HTS20 OR LSTA18
SET EPDXY MIN. 7" EMBEDMENT
TO BEAM: SIMP. HUC410 w/(18)16d &
10
E
HGT-2 w/(16)10d NAILS w/$' EPDXY ANCHOR w/SIMP. SET
FRAME TO CMU
6280
6280
EPDXY MIN. 5" EMBEDMENT
NAILS & (18)4"x24" TAPCONS
11
HTSM16 w/(8)10d NAILS & (4) 4"x 24' TAPCONS
FRAME TO CMU
1020
1175
12
LSTA18 w/(14)10d NAILS
HEADER TO STUDS
1110
1235
13
(2)LSTA18 w/(14)10d NAILS
HEADER TO STUDS
2220
2470
14
LSTA18 w/(14)10d NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
833pif
928pif
15
LSTA24 w/(18)10d NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
1235
1235
16
MSTC28 w/(36)16d SINKERS CENTERED
STUDS TO BEAM/GT
2980
3455
17
MSTC40 w/ (52) 16d SINKERS CENTERED
STUDS TO BEAM/GT
4305
4745
18
LTT20B w/(10) 10d NAILS & s" EPDXY ANCHOR w/SIMP. SET
COLUMN TO FTG.
1290
1300
APPROVAL FROM THE E.O.R.
EPDXY MIN. 7" EMBEDMENT
19
HTT4 w/(18) 16d x 22" NAILS w/$" EPDXY ANCHOR w/SIMP.
COLUMN TO FTG.
3640
4235
SET EPDXY MIN. 7" EMBEDMENT
20
(3)HTS20 w/(24)10d x 12' NAILS
FRAME TO FRAME
3735
4350
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
21
MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS
FRAME TO CMU
2420
2800
22
SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS
SIRDER TO COL./ BEAM
9100
4095
0
0
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.
BEAM SCHEDULE
TAG
BEAM SIZE
CONNECTIONS
NOTES & C
TO POST: SIMP. HTS20 OR LSTA18
w
SCALE. AS INDICATED
TO BEAM: SIMP. HUC48 w/(14)16d NAILS
ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED
(2)2x8 #2 SYP
TO MASONRY: SIMP. HU48 OR HUC48
B2x8
WITH 1/2" FLITCH
w/(6)10d NAILS & (14)4"x2"'
•
X47
PLATE
TAPCONS
J
, ,<
ON MASONRY: SIMP. META16
THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION.
Q
Q
TO POST: SIMP. HTS20 OR LSTA18
'�J ♦
J
TO BEAM: SIMP. HUC410 w/(18)16d &
0
(2)2x10 #2 SYP
(10) 10d NAILS
B2x10
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
TRUSS MANUFACTURERS LAYOUT
PLATE
NAILS & (18)4"x2a' TAPCONS
H
ON MASONRY: SIMP. META16
M
TO POST: SIMP. HTS20 OR LSTA18
TO BEAM: SIMP. HUC410 w/(18)16d &
(2)2x12 #2 SYP
(10) 10d NAILS
B2x12
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
PLATE
NAILS & (18)4"x24" TAPCONS
ON MASONRY: SIMP. META16
Z
F-
STRUCTURAL ENG: CFG / BAD
TO POST: SIMP. HTS20 OR LSTA18
DRAFTINGT-
TO BEAM: SIMP. HUC410 w/(18)16d &
(10) 10d NAILS`
B3.5x11.25
(2)1.75"x11.25" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
-STRUCT: AML
NAILS & (18)4"x24" TAPCONS
ON MASONRY: SIMP. META16
J
QC CHECK:
TO POST: SIMP. HTS20 OR LSTA18
TO BEAM: SIMP. HUC410 w/(18)16d &
(10) 10d NAILS
B3.5x11.875
(2)1.75"x11.875" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
NAILS & (18)4"x24" TAPCONS
ON MASONRY: SIMP. META16
TO POST: SIMP. HTS20 OR LSTA18
TO BEAM: SIMP. HUC410 w/(18)16d &
(10) 10d NAILS
B3.5x16
(2) 1.75"x16" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
NAILS & (18)4"x24" TAPCONS
ON MASONRY: SIMP. META16
TO POST: (2) SIMP. HTS20 OR LSTA18
ON MASONRY: (2) SIMP. META16
B5.25x16
(3) 1.75"x16" LVL
* NAIL TOGETHER USING (3) ROWS OF 12d NAILS
@ 6" O.C. EACH SIDE
TO POST: (2) SIMP. HTS20 OR LSTA18
ON MASONRY: (2) SIMP. META16
63.540
(2) 1.75"40" LVL
* U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d
NAILS @ 6" O.C. EACH SIDE
STANDARD BEAM NOTES
1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP.
ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM
OF BEAM
NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP.
ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM
2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END)
3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS.
4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN
APPROVAL FROM THE E.O.R.
5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS
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. W/
SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS
BOTTOM CHORD
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" 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 LAY S BEEN
PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJ
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
TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS
DDITI NAL COSTS DUE TO REVISIONS OF THE PLAN IF
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CONTRACTOR TO
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17/8
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15
21/4
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91/4
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21/2
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91/2
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55/8
121/2
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31/8
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113/4
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151/21
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81/16
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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 H
sraNDARD uNTELsSTANDARD LINTEL NOTES o
CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -OB 8F24-1 B / 8F24 -OB 8F32-1 B / 8F32 -OB
1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000
1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.
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2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O.-
2'-8" 1343 2693/2561 6113/3820 8974/5961 10000 / 8107
3. ALL STANDARD LINTELS TO HAVE MIN. 4 BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. Z Z
T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END cl
3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 cn
4'-0" 860 1651/1349 5365 / 1999 7342/3123 10000/4249 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN w
4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT
5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. z
6'-2" 488 991 /991 2661 /2143 5681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N
T-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ~
8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. O
9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS ()
10'-0" 292 567 / 454 1366/1277 2423/1 HOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY w W
10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. Z
255 471/352 1075/1075 1838/1567 2883/2003 u')12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL
12'-8" 0 369/261 1002/984 1697/1361 2630 / 1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 0
O
13'-4" 0 328/0 1234/0 1779/0 2662/0 U
14'-0" 0 292/0 1160/0 1660/0 2439/0 O
Z
16'-0" 0 284/0 950/0 1379/0 1997/0
18'-0" 0 211/0 750/0 1177/0 1676/0 MATERIALS
18'-8" 0 142/0 598/0 1114/0 1468/0 1. f PRECAST LINTELS = 3500 PSL m W
20'-0" 0 180/0 598/0 1024/0 1441 / 0Q IY
20'-8" 0 145/0 550/0 981 / 0 1376/0 2. fc PRESTRESSED LINTELS = 6000 psi, p
3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP.
22'-8" 0 110/0 450/0 824/0 1147/0 O `���{11111►/��
4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE �� /�
RECESSED LINTELS -FILLED LL . tt
CLEAR OPENING 8R6-1 B/8R6-0B 8R14-1 B/8R14-OB 8R22-1 B/8R22-OB
STRENGTH = 1900 PSL ti �' er w
2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ~ y•••�•e�a•�`i`% //ALO' co d
2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. + r p a e`��, ;. G, w_
T-0" 1230/1230 2769/2769 4085 / 4085 Lu
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T-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE , CC
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414" 846/833 2121/1716 3127/2839 "` • *� -�
5'-4" 664/572 1761/ 1761 2595/2595 LINTEL F = FILLED WITH GROUT / •• tP?' r` rl Q
6'-4" 526/434 1539/ 1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED i••• ••„
QUANTITY OF #5 REBAR `�"
7'-4" 480/322 1334/1334 1964/1552 A 8RF6-1B/1T BOTTOM OF LINTEL CAVITY >jt ��eo� O
8'-4 415/235 1152/1152 1694/15 52 O 8 F 6- � B� � T "Illi m F •, > w
O 8F8-16/1TQUANTITY OF #5 REBAR AT TOP �
1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q
2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT
0° 8F16-1B/1T NOMINAL WIDTH 'S p
TYPE DESIGNATION w •
0 8RF14-OB/1T a 07 v
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SAFE LOAD TABLE NOTES w �- " �� is 9 a
1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED H J Z z
LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL J O
RECESSED LINTELS BASED ON 4" NOMINAL BEARING. w
2. 0 = NOT RATED. Z F-
3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. z W
7-4" L 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
ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Q
6. ONE #7 REBAR MAY SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. Z
7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY Lu
w
CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF U)
SUPPORT.
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 2
9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. z m
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SCALE: 3/4" = l' -O" S5
A h 1 t f MONTA CONSULTING & DESIGN OF WMR &ASSOCIATES LLC An use du lit,ation or transfer of these documents without the ex reseed written consent of MONTA CONSULTING & DESIGN OF WMR &ASSOCIATES LLC is strit,tl mhibited
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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 WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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THIS CASE. 0
_
2x6 P.T. BUCK EACH
NAILS TO BOTTOM +
+
W
SIDE OF OPENING
BLOCKING PER BRG
3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x�-
V
fi .
(D
-� Q
WALL SCHEDULE
TO TOP CHORD; NOTE
� h'
BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12"
�
w
(5) 3/8" DIA. J -BOLT W/
z F -
IF WALL HEIGHT IS
ry '
ELEV U-0"
5-1/2" EMBED. AT EA.
O.C. @ EACH SUCCESSIVE BUCK 2
W
BETWEEN 4FT & 8FT, +
++
NAILED @EACH END
CONC. SLAB - �
DOOR BRACKET, EA.
BASE PLATE
4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
❑
USE 2x6 SYP #2 STUDS
VERT REINF. BEYOND W
SIDE OF DOOR.
CONNECTION PER BRG
SEE FOUNDATION
PROVIDE 1-1/2" x 3/16"
WALL SCHEDULE
2x4 BLOCKING W/ (2)
—_—
PLAN FOR MORE INFO — —
11—
I--
STRUCTURAL
/
ENG CFG BAD --- ----
-- -
THICK WASHER W/ EA.
+ +
16d COMMONS END
I hI
TBD BY BUILDER (FASTENING) ARE MET
(�
DRAFTING.
2x4 BLOCKING W/ (2) +
ANCHOR. (1st BOLT TO
I I
MASONRY WALL PER
_STRUCT: AML
I
'
16d COMMONS END
5. ADDITIONAL WOOD BUCK MATERIAL MAY FASTENED TO 2x BUCK w/ (2) 0
I
BE 8" MAX. ABV. CURB,
NAILED TO VERTICAL
REST EQ. SPACED
ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S (D
JOB No.
-24" O.C.)
PT BASE PLATE
GARAGE BUCK DETAIL
fiDO BEARING/ SHEARWALL CONNECTION TO CMU
NOTE: CUT BACK 2x8
P.T. @ TOP TO ALLOW
CONT. 2x4 BLOCKING
AROUND CURVE. MIN.
2 TAPCON ANCHORS /
PER 2x8
ARCH WINDOW FRAMING DETAILS
PRE-ENGINEEF
TRUSSES PER
24" 0. C. MAX.
TYP. TRUSS T(
CONNECTION I
CONNECTION I
EXT. SHEATHIP
ATTACHED PEI
NAILING SCHEI
FROM TOP OF
KNEEWALL TO
OR SP2 CLIPS
AND SP1 CLIP%
BASE ARE REC
2x BLOCKING
MIN 2x4 STUD
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 W/ (1;
CONT.
fiFl KNEEWALL ABOVE MASONRY WALL
3/4"=1'-0"
1/211= 1 1-011
LINTEL (SEE PLAN)
7/16" O.S.B. EA. SIDI
2x BLK'G. TO O.S.B.
ARCH PER ELEV (2) - 8d EACH END
END VIEW w/ CMU
HEADER (SEE PLAN
7/16" O.S.B. EA. SIDI
ARCH PER ELEV 2x BLK'G. TO O.S.B.
(2) - 8d EACH END
END VIEW w/ WOOD
1"=1'-0"
F01 DORMER FRAMING DETAIL
3/4"=1'-0"
SEE TYPICAL HEADER
7RAMING DETAILS FOR
\DDITONAL
VFORMATION
HEADER CAN BE
TITHER UPSET OR
)OWNSET)
!x W/ (2) 16d TOE NAILS
TACH END
3) 16d COMMON
JAILS (TYP.)
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
PLAN
(2) 2x TOP PLATE
TYPICAL TIE BEAM w/
3000 psi CONC. w/(1) #5
REBAR CONT.
STD HOOK
2x P.T. STUD
TYPICAL FILLED CELL
w/ 3000 psi CONC. w/(1)
#5 REBAR VERT.
VERIFY w/ PLAN FOR
REQ'D LOCATIONS
CMU WALL PER PLAN
(4) EQ. SPACED 2"
TITEN HD ANCHORS w/
MIN. 1 4" EMBED. FOR
HOLLOW BLOCK OR 3
Z" EMBED. FOR SOLID
BLK. MAX. 6" FROM
TOP & BOTTOM OR 4" x
4" TITENS w/ WASHERS
6" FROM TOP AND
BOTTOM AND 12" O.C.
OTHERWISE.
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. SEE BEARING WALL SCHEDULE FOR
CONNECTION INFORMATION.
SHEATHING PER PLAN
TYP. TRUSS TO FRAME
CONNECTION PER
STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE AS REQ'D
PRE -CAST LINTEL PER W
PLAN F-
(2) 2x PT BUCKS w/ 1/2"
O.S.B. BETWEEN
IF DBL. NAILER IS
USED, USE 1/4" x 4-1/2"
TAPCONS; SEE NOTES
FOR SPACING
ATTACHMENT REQUIREMENTS
SIZE TAPCONS SPACING # ROWS
2x4 3/16" x 3" 12" O.C. 1
24_11 3/16" x 3" 1 12" O.C. 2
W
MIN. 2x4 SPF #2 KNEE
MIN. 2x4 SPF #2 KNEE --��
p
WALL WITH STUDS @
I"
WALL WITH STUDS @
'x4 SPF CONT.
16" O.C. W/
(2) 2x #2 SYP SEE PLAN
16" O.C. W/
FASTEN PT 2x NAILER
STRUCTURAL
FOR BEAM SIZE
STRUCTURAL
SHEATHING ON BOTH
I
SHEATHING ON BOTH
716" OSB W/ (2) 8d
SIDES FROM TOP OF
W
SIDES FROM TOP OF
TO MASONRY NOTES: W
WALL TO BOTTOM OF
( BUILDER FRAME
WALL TO BOTTOM OF
716" OSB EACH SIDE,
BEAM. ATTACHED PER
RADIUS AS REQ'D
BEAM. ATTACHED PER
V/ 6d NAILS @ 16" O.C.
NAILING SCHEDULE
I
NAILING SCHEDULE
1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, IX
OTHERWISE SP2 CLIPS
p
AT TOP AND SPI CLIPS
Q W
NEAREST ROOF
EXT. SHEATHING
FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM '
z
(1) SPH4 EVERYATTACHED
PER
POWERS STEEL SILL
ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK
1
OTHER STUD TO
NAILING SCHED.
TYP. @ ALL WINDOWS
H
0Go
O
L04 0
2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, N
2x4 VERTICA @ 24
2x4 FRAMED CRICKET
�� °
STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN
CL
0
- Z
Z
O.C. MAX. w/ (4) 10d
W/ GALVANIZED
FLASHING
�.
=
THIS CASE. 0
_
NAILS TO BOTTOM +
+
W
0
3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x�-
V
fi .
(D
-� Q
_
TO TOP CHORD; NOTE
� h'
BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12"
�
w
0 H
z F -
IF WALL HEIGHT IS
(4) 16d COMMONS
ELEV U-0"
O.C. @ EACH SUCCESSIVE BUCK 2
W
BETWEEN 4FT & 8FT, +
++
NAILED @EACH END
CONC. SLAB - �
4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
❑
USE 2x6 SYP #2 STUDS
VERT REINF. BEYOND W
SEE FOUNDATION
(1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS
GALVANIZED FLASHING
2x4 BLOCKING W/ (2)
—_—
PLAN FOR MORE INFO — —
11—
I--
STRUCTURAL
/
ENG CFG BAD --- ----
-- -
+ +
16d COMMONS END
I hI
TBD BY BUILDER (FASTENING) ARE MET
(�
DRAFTING.
2x4 BLOCKING W/ (2) +
NAILED TO VERTICAL
I I
MASONRY WALL PER
_STRUCT: AML
16d COMMONS END
5. ADDITIONAL WOOD BUCK MATERIAL MAY FASTENED TO 2x BUCK w/ (2) 0
I
PLAN
NAILED TO VERTICAL
Q
ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S (D
JOB No.
TM 2151994
2x4's + +
SEE FOUNDATION
DETAILS FOR FTG INFO w��Q�Nc H
+ +
SPECS z
SCALE
AS INDICATED
TRUSS PER PLAN
SANFORD
W
0
DATE:
04/11/2016
D
7
W
MO CHIMNEY FRAMING DETAIL
>
m W
2x BUCK DETAIL
(2) 2x TOP PLATE (2) 2x PLATE --�
!x BUCKS, AT BASE ARE
REQUIRED
FO KNEEWALL AT DOWNSET BEAM
NAIL SCAB TO TOP IF A/C IS SUSPENDED
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
10d NAILS @ 4" O.C.
STANDARD TRUSS —
TRUSS PER PLAN BOTTOM CHORD
DOUBLE TOP PLATE
FRAMED WALL PER
PLAN
PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES
3/4"=1'-0"
O2x STUDS @ 16" O.C. FOR KNEE WALL
LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F
B ROOF SHEATHING FOR STRAP
CO CONT. ROOF SHEATHING NAIL PER PLAN
� /�Co
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p
OTO TOP CHORDS OF TRUSSES BELOW WHEN ti
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS
BELOW AND CONNECT w/ HTS20 @ 32" O.C.
E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW
O2x PLATES OVER ROOF DECK PER VALLEY H A K
FRAMING DETAIL
G DOUBLE TOP PLATE 1 B
OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C
RAFTER p
JOCOMMON TRUSS PER PLAN OR CONV. FRAMING w/ E
STRUCTURAL SHEATHING PER PLAN AND ROOF
FINISH PER ARCHSFIN
OCURVED ROOF TRUSSES PER PLAN OR CURVED G
RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING
NAILED @ 6" O.C. STAGGERED
NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D
NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE
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 WMR & ASSOCIATES, LLC
3/4"=1'-0" 1\ %
12
SEE
PLAN _
1/2"=1 '-0"� �,� ��i� C
- SHEATHING PER PLAN STRUCTU '�Z U. 1:-�w
0
- TYP. TRUSS TO FRAME SHEATHINGtu 0 N
� C' 0
� w Qz Z
,'
CONNECTION PER TYP. TRUSS TO FRA • � • ;; ..
STD. CONNECTOR CONNECTION PER ':-r 0 w J
NOTES STD. CONNECTOR !."!
'�*.•.. ".• `°+ °�`� 0'
- FRAME OUT TO BLOCK NOTES
EDGE AS REQ'D FRAME OUT TO BLOCK _ ®®��� 0
EDGE ~O �'Jl►li �� IL
J
J
a
(2) 2x TOP PLATE _
1/2" x 8" ANCHOR BOLT
OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN �
- (2) 2x #2 SYP SEE PLAN I FOR BEAM SIZE (ONLY
O.C. & 6" FROM EACH
FOR BEAM SIZE IF END I PER PPLANENING PROVIDED a '�� k.rjC
MIN. 2x4 SPF #2 KNEEid� o
2x PT BOTTOM WALL w/ STUDS @ 16" U
PLATE O.C. w/ STRUCTURAL o
... c
SHEATHING FROM Q Aftft
TOP OF WALL TOo
PRECAST LINTEL OR BOTTOM OF WALL. C
KNOCK OUT COURSE W z
,• ATTACHED PER H.
NAILING SCHEDULEQ U
OTHERWISE SP2 CLIPS
�— BUILDER FRAME MASONRY WALL AT TOP AND SP1 CLIPS U
-1- RADIUS AS REQ'D , a °:. AT BASE ARE REQ'D O /�®
f�1
Z
0 Ica
KNEEWALL AT UPSET BEAM fiFO KNEEWALL OVER MASONRY WALL o
------------
A/C UNIT AND PAN
MIN. 24" BY SUPPLIER MIN. 24"
MAX 48" I I MAX 48"
J�
BLOCKING UNDER A/C SUPPORTS I.
3/4"=1'-0"
3/4"=1'-0" 3/4"=1'-0 d
LLI
V,' w
�
ROOF SHEATHING U Z
ATTACH PER NAILING (j
SCHEDULE < W g
STANDARD TRUSS � W < T
TOP CHORD VARIES 0 Q Z
TRUSS WEBS NOT z J
SHOWN FOR CLARITY
PRE-ENG.TRUSS PER U Z Z v
, 24" O.C. MAX 0 �C
PLAN
2x4 #2 SYP CROSS � � �
BRACING (AT 450) W/ ROOFING MATERIAL W W
(3) 12d NAILS TO RAT PER ARCHS H F-
RUNS. TYP EACH SIDE = W Z
SEE FRAMING PLAN
CONDENSATE FOR CONNECTION -?� W 0
DISPOSAL
INFO W
SUPPLIER BY A/C SEE ELEVATION Z
CONNECTION TO BE TOP OF MASONRY 0 W
SUPPLIED BY A/Cp
=
COMPANY SEE ARCH PLANS FOR 0
OVERHANG INFO 0
Q
Z_
(2) 2x4 #2 SYP p
BLOCKING W/ SIMPSON RE. ELEV. LU
A34 OR LUS24-2 EACH FOR O.H. 0
END TYP. SINGLE TIE -BEAM CL
W/ (1) #5 CONT., -
GROUT SOLID z p
00
W o Z
w 8 000 11
PRE -MANUFACTURED
MIN. 2x4 SPF #2 KNEE
MIN. 2x4 SPF #2 KNEE --��
p
WALL WITH STUDS @
I"
WALL WITH STUDS @
'x4 SPF CONT.
16" O.C. W/
(2) 2x #2 SYP SEE PLAN
16" O.C. W/
3LOCKING ATTACH TO
STRUCTURAL
FOR BEAM SIZE
STRUCTURAL
SHEATHING ON BOTH
I
SHEATHING ON BOTH
716" OSB W/ (2) 8d
SIDES FROM TOP OF
W
SIDES FROM TOP OF
JAILS
WALL TO BOTTOM OF
( BUILDER FRAME
WALL TO BOTTOM OF
716" OSB EACH SIDE,
BEAM. ATTACHED PER
RADIUS AS REQ'D
BEAM. ATTACHED PER
V/ 6d NAILS @ 16" O.C.
NAILING SCHEDULE
I
NAILING SCHEDULE
0 SIDE & TOP NAILER
OTHERWISE SP2 CLIPS
p
AT TOP AND SPI CLIPS
Q W
!x BUCKS, AT BASE ARE
REQUIRED
FO KNEEWALL AT DOWNSET BEAM
NAIL SCAB TO TOP IF A/C IS SUSPENDED
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
10d NAILS @ 4" O.C.
STANDARD TRUSS —
TRUSS PER PLAN BOTTOM CHORD
DOUBLE TOP PLATE
FRAMED WALL PER
PLAN
PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES
3/4"=1'-0"
O2x STUDS @ 16" O.C. FOR KNEE WALL
LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F
B ROOF SHEATHING FOR STRAP
CO CONT. ROOF SHEATHING NAIL PER PLAN
� /�Co
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p
OTO TOP CHORDS OF TRUSSES BELOW WHEN ti
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS
BELOW AND CONNECT w/ HTS20 @ 32" O.C.
E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW
O2x PLATES OVER ROOF DECK PER VALLEY H A K
FRAMING DETAIL
G DOUBLE TOP PLATE 1 B
OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C
RAFTER p
JOCOMMON TRUSS PER PLAN OR CONV. FRAMING w/ E
STRUCTURAL SHEATHING PER PLAN AND ROOF
FINISH PER ARCHSFIN
OCURVED ROOF TRUSSES PER PLAN OR CURVED G
RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING
NAILED @ 6" O.C. STAGGERED
NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D
NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE
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 WMR & ASSOCIATES, LLC
3/4"=1'-0" 1\ %
12
SEE
PLAN _
1/2"=1 '-0"� �,� ��i� C
- SHEATHING PER PLAN STRUCTU '�Z U. 1:-�w
0
- TYP. TRUSS TO FRAME SHEATHINGtu 0 N
� C' 0
� w Qz Z
,'
CONNECTION PER TYP. TRUSS TO FRA • � • ;; ..
STD. CONNECTOR CONNECTION PER ':-r 0 w J
NOTES STD. CONNECTOR !."!
'�*.•.. ".• `°+ °�`� 0'
- FRAME OUT TO BLOCK NOTES
EDGE AS REQ'D FRAME OUT TO BLOCK _ ®®��� 0
EDGE ~O �'Jl►li �� IL
J
J
a
(2) 2x TOP PLATE _
1/2" x 8" ANCHOR BOLT
OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN �
- (2) 2x #2 SYP SEE PLAN I FOR BEAM SIZE (ONLY
O.C. & 6" FROM EACH
FOR BEAM SIZE IF END I PER PPLANENING PROVIDED a '�� k.rjC
MIN. 2x4 SPF #2 KNEEid� o
2x PT BOTTOM WALL w/ STUDS @ 16" U
PLATE O.C. w/ STRUCTURAL o
... c
SHEATHING FROM Q Aftft
TOP OF WALL TOo
PRECAST LINTEL OR BOTTOM OF WALL. C
KNOCK OUT COURSE W z
,• ATTACHED PER H.
NAILING SCHEDULEQ U
OTHERWISE SP2 CLIPS
�— BUILDER FRAME MASONRY WALL AT TOP AND SP1 CLIPS U
-1- RADIUS AS REQ'D , a °:. AT BASE ARE REQ'D O /�®
f�1
Z
0 Ica
KNEEWALL AT UPSET BEAM fiFO KNEEWALL OVER MASONRY WALL o
------------
A/C UNIT AND PAN
MIN. 24" BY SUPPLIER MIN. 24"
MAX 48" I I MAX 48"
J�
BLOCKING UNDER A/C SUPPORTS I.
3/4"=1'-0"
3/4"=1'-0" 3/4"=1'-0 d
LLI
V,' w
�
ROOF SHEATHING U Z
ATTACH PER NAILING (j
SCHEDULE < W g
STANDARD TRUSS � W < T
TOP CHORD VARIES 0 Q Z
TRUSS WEBS NOT z J
SHOWN FOR CLARITY
PRE-ENG.TRUSS PER U Z Z v
, 24" O.C. MAX 0 �C
PLAN
2x4 #2 SYP CROSS � � �
BRACING (AT 450) W/ ROOFING MATERIAL W W
(3) 12d NAILS TO RAT PER ARCHS H F-
RUNS. TYP EACH SIDE = W Z
SEE FRAMING PLAN
CONDENSATE FOR CONNECTION -?� W 0
DISPOSAL
INFO W
SUPPLIER BY A/C SEE ELEVATION Z
CONNECTION TO BE TOP OF MASONRY 0 W
SUPPLIED BY A/Cp
=
COMPANY SEE ARCH PLANS FOR 0
OVERHANG INFO 0
Q
Z_
(2) 2x4 #2 SYP p
BLOCKING W/ SIMPSON RE. ELEV. LU
A34 OR LUS24-2 EACH FOR O.H. 0
END TYP. SINGLE TIE -BEAM CL
W/ (1) #5 CONT., -
GROUT SOLID z p
00
W o Z
w 8 000 11
PRE -MANUFACTURED
FLUE PER MANUF.
X
p
I"
CHIMNEY CAP
SPECS W/ 2" MIN.
WINDOW PER �
z
C7
TOP OF CHIMNEY MIN.&FRAME
CLEAR BETWEEN FLUE
FLOOR PLAN
W
Z
Z
0
2'-0" ABOVE A POINT
0
J
I< L1
WITHIN 10'-0" OF THE
GALVANIZED FLASHING
p
—
Q W
NEAREST ROOF
EXT. SHEATHING
PRECAST CONC. OR
z
(1) SPH4 EVERYATTACHED
PER
POWERS STEEL SILL
1
OTHER STUD TO
NAILING SCHED.
TYP. @ ALL WINDOWS
H
0Go
O
L04 0
DOUBLE TOP PLATE'.
2x4 VERTICA @ 24
2x4 FRAMED CRICKET
�� °
EXT FINISH PER PLAN
0
H
0
- Z
Z
O.C. MAX. w/ (4) 10d
W/ GALVANIZED
FLASHING
�.
=
W LL.
_
NAILS TO BOTTOM +
+
W
0
CHORD & 3 10d NAILS
D
fi .
(D
-� Q
_
TO TOP CHORD; NOTE
� h'
MAIN FLOOR
�
w
0 H
z F -
IF WALL HEIGHT IS
(4) 16d COMMONS
ELEV U-0"
BETWEEN 4FT & 8FT, +
++
NAILED @EACH END
CONC. SLAB - �
USE 2x6 SYP #2 STUDS
VERT REINF. BEYOND W
SEE FOUNDATION
GALVANIZED FLASHING
2x4 BLOCKING W/ (2)
—_—
PLAN FOR MORE INFO — —
11—
I--
STRUCTURAL
/
ENG CFG BAD --- ----
-- -
+ +
16d COMMONS END
I hI
(�
DRAFTING.
2x4 BLOCKING W/ (2) +
NAILED TO VERTICAL
I I
MASONRY WALL PER
_STRUCT: AML
16d COMMONS END
2x4's
I
PLAN
NAILED TO VERTICAL
Q
QC CHECK: CC
JOB No.
TM 2151994
2x4's + +
SEE FOUNDATION
DETAILS FOR FTG INFO w��Q�Nc H
+ +
SCALE
AS INDICATED
TRUSS PER PLAN
SANFORD
W
0
DATE:
04/11/2016
7
W
MO CHIMNEY FRAMING DETAIL
fiso TYPICAL ONE STORY CMU LL SECTION
SD2
3/4"=1'-0"
3/4"=1'-0"
Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES,
LLC is strictly prohibited.
F
SIMPSON h.
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 H10A ATTACH PER PLAN
DIAGONAL TO TOP 10
PLATE
FRAME WALL CONNECTION
SIMPSON HGA10 @ 48"
GABLE BRACING +
O.C.
NOTE: ALL GABLE
4'-8" < H:6 7'-0"
BRACING IS TO BE
SHEATHING NOT REQ'D
SYP#2 OR BETTER
[
TO BE CONT. @ THE
SIMPSON A23 @ EACH
TRANSITION FROM
-----------
TRUSS PER PLAN
WALL TO GABLE
TRUSS BOT. CHORD
TRUSS WITH (3) 12d TOENAILS.
O.H. SIZE
TRUSS
BLOCK ADJ. BAYS @
DOUBLE 2x TOP PLATE
PT 2x8 PLT., CANT. FOR
WASHERS (MIN. 7"
FASTEN SIDE WALL
EA.DIAG. AS SHOWN.
CLG. NAILING SURFACE
SHEATHING PER PLAN.
2x4 SYP #2 BRACING @
(2) 16d TOE NAILS
FASTEN ROOF
(5) 16d NAILS
BRACE
w
TO BLOCKING
MAX.
EXT. SHEATHING;
_
@ EACH END
SIMPSON H10A ATTACH PER PLAN
DIAGONAL TO TOP 10
PLATE
FRAME WALL CONNECTION
***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING'k**
GEO GABLE END @FLAT CEILING CONNECTIONS
\� 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"
O.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
OIL VARIES 11 H
r RAKED DOUBLE TOP —
PLATE
CEILING NAILER AS
1
REQ D
2x8 #2 SPF STUDS @ —
16" O.C. TYP.
2x8 #2 SYP PT BASE —
PLATE —
CMU WALL PER PLAN
GABLE END @ VAULTED CEILING
3/4"=1'-0"
G9\
1'-9" MAX.
CONTRACTOR TO FIELD VERIFY WHICH
GABLE BRACING +
UP TO 4'-8"
CONDITION IS REQUIRED. CONTACT EOR
4'-8" < H:6 7'-0"
GABLES w/ OUTLOOKERS @ 24" O.C.
FOR ADDITIONAL INFO AS REQ'D
(2) 2x4 BRACE (SEE SECTION A -A)
2x4 BLOCKS, (2) 16d
SIMPSON A23 @ EACH
A35 DIAGONAL TO
SEE ELEV. FOR
TRUSS PER PLAN
BRACE TO PLATE
TRUSS BOT. CHORD
TRUSS WITH (3) 12d TOENAILS.
O.H. SIZE
3 1/4" HOLD 1/2" J -BOLTS w/
BLOCK ADJ. BAYS @
SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.G.
PT 2x8 PLT., CANT. FOR
WASHERS (MIN. 7"
RIDGE BOARD W/ A35
ON (1) SIDE OF
EA.DIAG. AS SHOWN.
CLG. NAILING SURFACE
EMBED) MIN. 6" FROM
2x4 SYP #2 BRACING @
(2) 16d TOE NAILS
FASTEN ROOF
10 EACH END AND 32" O.C.
24" O.C. FOR FALSE IBM
w
BRACE TO LEDGER
MAX.
ATTACHMENT w/ (3) 10d
_
@ EACH END
z
TOENAILS EA. END
J
PROVIDE 16d NAILS
_
m
TO BLOCKING
GABLE END TRUSS TO
M
2x TOP PLATE TO
2x4 LEDGER W/ (2) 10d
PLT.@12" O.C. MAX.
HEADER PER PLAN IF
GABLE END W/ 16d II
PROVIDE 2x4 BRACT
NAILS @ EACH WEB
m
O
NAILS @ 6" O.C. 4
FRAMING FOR FALSE L L
TO EA. ADJ. DIAG.
FASTEN TO DIAG.w/
CMU WALL OR LINTEL
a =
HGA10KT @ 32" O.C.
BEAM, IF REQ'D w/ (3)
16d NAILS.
BELOW
10d NAILS @ EA. TRUSS
LSTA18 HEADER TO
BRACE
a FROM TOP OF WALL
TIE BEAM COURSE w/ (1)
2x4 STUDS @ 24" O.C. w/
#5 CONT.
SINGLE BASE & TOP
PLATE w/ PLYWOOD FALSE BM PER PLAN
SHEATHING PER PLAN
',.
SHEATHING COVERING IF REQ'D
16" O.C.
1/2" x 8" J -BOLT @ 32"
CMU WALL CONNECTION
CLEAR SPAN CONNECTION
***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING'k**
GEO GABLE END @FLAT CEILING CONNECTIONS
\� 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"
O.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
OIL VARIES 11 H
r RAKED DOUBLE TOP —
PLATE
CEILING NAILER AS
1
REQ D
2x8 #2 SPF STUDS @ —
16" O.C. TYP.
2x8 #2 SYP PT BASE —
PLATE —
CMU WALL PER PLAN
GABLE END @ VAULTED CEILING
3/4"=1'-0"
G9\
1'-9" MAX.
PROVIDE 2x4 BRACE -
TO EA. ADJ. DIAL.
FASTEN TO DIAG. w/(2)
16d NAILS.
I I
GABLE BRACING @ 48"
O.C. NOT REG'D 6'
FROM EAVES
GABLE BRACING CHART
WHERE O.H. IS > 1'-0", DROP
GABLE BRACING +
UP TO 4'-8"
NO BRACE REQUIRED
4'-8" < H:6 7'-0"
GABLES w/ OUTLOOKERS @ 24" O.C.
V-0" MAX PLYOOD CANT. O.H.
(2) 2x4 BRACE (SEE SECTION A -A)
2x4 BLOCKS, (2) 16d
2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ.
TO RUN BACK TO 1ST COMMON
SEE ELEV. FOR
TRUSS PER PLAN
NAILS @ EA. END.
BAYS @ EA. DIAL. AS SHOWN. FASTEN ROOF
TRUSS WITH (3) 12d TOENAILS.
O.H. SIZE
CHART
BLOCK ADJ. BAYS @
SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.G.
CONNECT TO DROP GABLE WITH
GABLE BRACING (+)
RIDGE BOARD W/ A35
ON (1) SIDE OF
EA.DIAG. AS SHOWN.
(4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D)
H2.5 CLIP. MAX 2'-0" O.H.
BLOCKING @ 24" O.C.
(2) 16d TOE NAILS
FASTEN ROOF
STRONGBACK IF REQ'D
PLAN
W/ (2) 12d END NAILS
BRACE TO LEDGER
SHEATHING TO
BLOCKS w/8d NAILS
PER CHART
1 VALLEY RAFTER
@ EACH END
NAILS @ EACH TRUSS
VALLEY TRUSSES) TOG
(5) 16d NAILS BRACE
BEARING CONDITION @ CMU WALL
LAN
m
TO BLOCKING
A
TRUSS PER PLAN
A
2x4 LEDGER W/ (2) 10d
CONT. 2x4
HEADER PER PLAN IF
PROVIDE 2x4 BRACE -
TO EA. ADJ. DIAL.
FASTEN TO DIAG. w/(2)
16d NAILS.
I I
GABLE BRACING @ 48"
O.C. NOT REG'D 6'
FROM EAVES
GABLE BRACING CHART
H
GABLE BRACING +
UP TO 4'-8"
NO BRACE REQUIRED
4'-8" < H:6 7'-0"
(1) 2x4 BRACE
7'-0" < HA 9'-4"
(2) 2x4 BRACE (SEE SECTION A -A)
9'-4"< H�`4'
STRONGBACK W/ (1) 2x4 BRACE
10"
14'-0" < H:_18 8
STRONGBACK W/ (2) 2x4 BRACE
SEE GABLE
CONNECTION DETAIL
FOR REQ'D
CONNECTIONS
2x4 ATTACHED TO EA. -
GABLE 2x4 BRACE WITH
(2) 10d NAILS
2x4 BRACE IF REQ'D
SEE CHART.
10d COMMON NAILS (1) A23 FROM
@ 6" O.C. STRONGBACK TO
DIAGONAL
GABLE VERTICAL
2ND 2x4 BRACE IF
x REQ'D, SEE CHART
A -A GABLE VERTICAL BRACING 2x6
10d COMMON NAILS @
8" O.C.
GABLE END BRACING
PROVIDE 2x BLOCKING
FOR NAILING 2x4 BLOCKING (2) 1
(2)16d NAILS PLT. TO NAILS, TOENAILED
45°
STUD TOP & BOTTOM
SIMPSON DTC, (2) 8d
2x4 DIAGONAL BRACE
EACH END.AT 24" O.C.
ROOF SHEATHING
(TYP.) (END NAIL PLTS.
@ 48" O.C. TO 3RD
NAILS INTO BLOCKING,
(4) 8d NAILS TO TOP
S
PER PLAN
BAY REQ'D w/
VALLEY. FASTEN w/ (5)
PLATE
TRUSS PER PLAN
STRONGBACK, SEE
2x FASCIA w (2) 16d
@ 24" O.C. W/ (2) 12d
EACH END (TYP.)
CHART
INTO BLOCKING, (4) 8d
END NAILS @ EA.
TRUSS PER PLAN
GABLE BRACING (+)
RIDGE BOARD W/ A35
ON (1) SIDE OF
NAILS INTO TOP PLATE
OUTLOOKER
SEE CHART
BLOCKING @ 24" O.C.
(2) 16d TOE NAILS
; 4 LAY 2x4 BLOCKING
OVER THE TOP OF THE
STRONGBACK IF REQ'D
PLAN
W/ (2) 12d END NAILS
BRACE TO LEDGER
2x WALL, SEE PLAN
PER CHART
1 VALLEY RAFTER
@ EACH END
NAILS @ EACH TRUSS
VALLEY TRUSSES) TOG
(5) 16d NAILS BRACE
BEARING CONDITION @ CMU WALL
LAN
m
TO BLOCKING
A
TRUSS PER PLAN
A
2x4 LEDGER W/ (2) 10d
p
HEADER PER PLAN IF
PROVIDE 2x4 BRACT
NAILS @ EACH WEB
LGABLE
END
SHEATHING FASTEN
TO EA. ADJ. DIAG.
FASTEN TO DIAG.w/
TRUSS PER PLAN
PER PLAN.
16d NAILS.
STUD TOP & BOTTOM
SIMPSON DTC, (2) 8d
DTC CLIP, (2) 8d NAILS
EACH END.AT 24" O.C.
ROOF SHEATHING
(TYP.) (END NAIL PLTS.
2x6 COLLAR TIE HALF
WAY UP HEIGHT OF
NAILS INTO BLOCKING,
(4) 8d NAILS TO TOP
S
PER PLAN
TO STUD)
VALLEY. FASTEN w/ (5)
PLATE
TRUSS PER PLAN
DTC CLIP, (2) 8d NAILS
2x FASCIA w (2) 16d
@ 24" O.C. W/ (2) 12d
EACH END (TYP.)
2x6 (MIN.) PLATE THRU
INTO BLOCKING, (4) 8d
END NAILS @ EA.
TRUSS PER PLAN
2x4 #2 SYP P.T.
RIDGE BOARD W/ A35
ON (1) SIDE OF
NAILS INTO TOP PLATE
OUTLOOKER
BLOCKING @ 24" O.C.
(2) 16d TOE NAILS
; 4 LAY 2x4 BLOCKING
OVER THE TOP OF THE
SIMPSON H2.5(TYP.)
PLAN
W/ (2) 12d END NAILS
BRACE TO LEDGER
2x WALL, SEE PLAN
HOLD WALL 3-1/2"
1 VALLEY RAFTER
@ EACH END
NAILS @ EACH TRUSS
VALLEY TRUSSES) TOG
DOWN FOR
BEARING CONDITION @ CMU WALL
LAN
m
DOUBLE TOP PLATE
OUTLOOKER
TRUSS PER PLAN
Q
2x4 LEDGER W/ (2) 10d
p
HEADER PER PLAN IF
NAILS @ EACH WEB
REQ'D. MIN (1) JACK &
TRUSS PER PLAN
EXTERIOR. SHEATHING.
g ATTACH PER PLAN
(1) KING STUD w/ SIMPS.
LSTA18 HEADER TO
a FROM TOP OF WALL
STUDS TYP. BASE
TO BOTTOM
CONNECTION
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:
�'4
INTO BLOCKING, (2)
MASONRY WALL OR
r__
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 •' P'
IN CMU. OR SIMPSON
ANCHOR BOLT OR
SIDE OF EA. STUD.
'
META16
TITEN HD @ 32" O.C. &
CENTERED BETWEEN
6" FROM EACH END
FRAME
STD CONDITION
@ CMU
VAULTED
CONDITION @ CMU
WALLSPNDGMUSEE
WALL SPLICE DETAIL
FOR REQ'D FLASHING
SIMPSON DTC, (2) 8d
DTC CLIP, (2) 8d NAILS
2x8 RIDGE BOARD
—�
INTO BLOCKING,
CKING, (2)
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NAILS INTO BLOCKING,
(4) 8d NAILS TO TOP
S
2x6's @ 24" O.C. MAX.
(3) 12d TOENAILS.
VALLEY. FASTEN w/ (5)
PLATE
2x4 SYP #2 BLOCKING,
10d COMMON NAILS @
FASTEN SYP OR SPF
@ 24" O.C. W/ (2) 12d
EACH END (TYP.)
2x6 (MIN.) PLATE THRU
END NAILS @ EACH
2x6 RAFTER TO 2x8
TRUSS PER PLAN
END.
RIDGE BOARD W/ A35
ON (1) SIDE OF
W/ 1/4"x4-1/2" SIMPSON
CHECK CC
TRUSS PER PLAN
RAFTER & A35 ON ADJ
TRUSS PER PLAN
DTC CLIP, (2) 8d NAILS
RAFTER TO OPP SIDE
DOKERS @ 24"
INTO BLOCKING,
CKING, (2)
I (AS SHOWN)
�
S
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IN CMU.
ECT TO DROP
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WITH H2.5 CLIP.
FASTEN SYP OR SPF
@ 24" O.C. W/ (2) 12d
LJ
2x6 (MIN.) PLATE THRU
END NAILS @ EACH
SHEATHING PER PLAN
END.
W/ 1/4"x4-1/2" SIMPSON
CHECK CC
_ -- - SDS SCREWS TO TOP
WALL SHEATHING PER
; 4 LAY 2x4 BLOCKING
OVER THE TOP OF THE
CHORD OF EACH
TRUSS BELOW
PLAN
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1 VALLEY RAFTER
Z
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@ EA. RAFTER TO PLT.
LIJ
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JOB No. TM - 2151994
--
SCALE: AS INDICATED
--- - --
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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 WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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--
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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 WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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1/2"=1'-0" 3/4"=1'-0" 1/2"=1'-0" SD3
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 of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
DOUBLE 2x4 TOP
71--71—
III II II 1
NOTES:
NOTE:
PIPE OR DUCT W/
IIII
PLATE LENGTHS MUST BE AT
PENETRATION OF
2 ROWS 10d @ 3" O.C.
LEAST 8'-0" LONG. TYP.
MORE THAN 50% OF
PLATE
X o
IIII
TOP PLATE WIDTH
II II II
o z
INSTALL SIMPSON
2x4 STUDS PER
I I II IIII
PSPN516Z W/ (12) 16d
FRAMING PLAN
o
•
NAILS TYP. TOP & BOT.
ILL_11—�1L__1L<
LLI
+
2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION
-----
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DOUBLE 10d @ 3" O.C.
SEE ROOF SHEATHING,
CqCO
U_0
ry
2x4 #2 SPF U
- - - - -
_ FLOOR SYSTEM UO
TOP SPLICE
U
SEE TRUSS PLAN FOR
CUT TO FIT
NAIL TOP PLATE TO
PLATE
3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY)EDGE
OUTSIDE (2) 2x4's
DISTANCE
OPENING SIZE
0
UBLOCKING
SHEATHING DIAGRAM
6R`EXTERIOR SHEATHING SCHEDULE
PROVIDE 2x4 ON TOP
2x4 BEYOND AGAINST
BOTTOM w/ (4)
NAILS
4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE
DOUBLE 2x4 TOP
71--71—
III II II 1
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IIII
II II II
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-----
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OPENING SIZE
0
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SHEATHING DIAGRAM
6R`EXTERIOR SHEATHING SCHEDULE
PROVIDE 2x4 ON TOP
MORE INFO &
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NAILS
4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE
PER VjAIL
W
OF 2x8 TO BLOCK OUT10d
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ji"-
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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 WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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DOUBLE TOP PLATE
MORE INFO &
MORE INFO &
w/ (2) 16d END NAILS
W
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(2) 2x TOP PLATE
CONNECTION
CONNECTION
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DESIGNED FOR
j
DATE:
------
04/11/2016
SHINGLE ONLY
CDO CORNER COLUMN FRAMING
rSD01� TYPICAL SHED ROOF DETAIL
#1 6 -_1 1 76
3/4"=1'-0"
1/2"=1'-0"
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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 WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
SHINGLE OR TILE PER
ARCHITECTURAL
ELEVATIONS.
PRE-ENGINEERED —
ROOF TRUSSES @ 24"
O.C.
TYPICAL TRUSS TO -
FRAME CONNECTION.
SEE STANDARD
CONNECTOR NOTES
BEARING
SEE PLAN I
SEE ARCHITECTURAL J
PLAN FOR OVERHANG
INFO
WINDOW AS TF
SCHEDULED
EXTERIOR FINISH PER
PLAN
MID -SPAN BLOCKING
U.N.O.
INSULATION PER PLAN
SEE DETAILS WS10,
WS11 OR WS13 FOR
ADDITIONAL
INFORMATION THIS
SHEET
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
BEARING
Y SEE PLAN
LINTEL AS PER PLAN
4
LINTEL AS PER PLAN
WD. HD. HT.
SEE PLAN
PRECAST CONC. OR
POWERS STEEL SILL
TYP. @ ALL WINDOWS
DBL. TOP PLATE
HDR. PER PLAN
2x STUDS, SEE
FRAMING PLAN FOR
SPACING AND GRADE
AND SEE ARCH PLAN
TO VERIFY SIZE
INT. FINISH PER PLAN
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
NOTE: ALL FLOOR PRE-ENGINEERED I KU55 b I NAF- 5tt PRE-ENGINEERED
TRUSSES TO BE P.T. IF ROOF TRUSS -SEE FRAMING PLAN FOR ROOF TRUSS -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
ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND
O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS
REQ'D # OF STUDS
FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d
PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE
STOPPING AT 1000 SQ SINKERS AND (14) Ya''X2 %4' TITENS TO MASONRY
FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO
STOPPING MATERIALS
MIN THICKNESS SHALLA—S-ATYPICAL TWO STORY COL. GIRDER fiSO 2nd FLOOR CORNER FRAMING ATTACHMENT fisokHEADER CONNECTION @ 2nd FLOOR
BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0"
15/32" OR 7/16" OSB.
ATTACH TO FLOOR SHEATHING PER PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN
TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING
16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING
BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN
2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND ATTACH PER NAILING
2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE SCHEDULE,
@ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM
TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE TOP OF TOP PLATE TO
SYS. 42 FLOOR 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 W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ BEARING WALL PER
AGAINST TRUSS SHEATHING/ DRYWALL
VERTICAL @ 48" O.C. (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2)1,2d (2) 12d @ 12" O.C. PLAN
W/ (3) 12d NAILS EACH I
PRE-ENG FLOOR TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM
END
2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) PLATE
TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 164 NAILS; BOTTOM 2 H5 EA. FLOOR
FRAME 2x4 KNEE ( )
WALL, STUDS 16 RIB NAILS; BOTTOM
@ �� RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE
SYS. 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 SEE TRUSS LAYOUT ACCOMMODATE
SEE FOUNDATION (MAX) CONNECTOR 2 ROWS 8d NAILS
PLAN FOR MORE INFO " @ FOR HANGER STRAP
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� 3 O.C. TYP. WALL
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IN GARAGE (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 2x RIBBON OR
• 3" O.C. WALL • r' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER
MASONRY WALL PER I MASONRY WALL PER I'. MASONRY E MTS1T BLOCKING w/ (4) 16d
PLAN ; : SHEATHING TO PLAN OR (3) 16d TOENAILS
BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR
SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU
DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF
NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE
BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER
OR SIM IS PROVIDED KNEEWALL OR SIM IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN
At
TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION
3/4" "=1'-0" 3/4"=1'-0 I
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
2x12 #2 SYP CONT.
LEDGER W/ (3)
1/4"x4-1/2" SDS
SCREWS (EQUALLY
SPACED VERTICALLY) SEE PLAN
@ 24" O.C. AND @ EA. -17
END VERTICAL (MIN. 2"
FROM T&B)
SEE WS10/SD5 FOR
ADDITIONAL INFO
F01 TYPICAL BALCONY FRAMING
3/4"=1'-0"
3/4"=1'-0"
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE HANDRAIL BY OTHERS
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
� I
SEE ARCH DWGS FOR
w I I TOPPING INFO
o-
3/4" PLYWOOD FLOOR
SLOPE DECKING ATTACHED
PER NAILING
SCHEDULE
SLOPED BALCONY
FLOOR TRUSS (12"
TALL) (60/15/5 MIN.
LOADING) W/ LUS26 OR
LUS46 TO LEDGER
CONTRACTOR TO `4 SEE WS11/SD5 FOR
PROVIDE ADEQUATE SIM. END CONDITION
WATERPROOFING. NO
CONCRTE SLAB LINTEL PER PLAN
PERMITTED
NOT USED
3/4"=1'-0"
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
W
Q
SOLID SHEATHING @ p
HEADER cn
SIMPSON SP4 w/ (6) 10d W
F�<<S x1-1/2" @ 24" O.C. (USE Z
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THEN RUN DOWN a
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kbER FLOOR PLAN FOR MIN. a: W
HEADER SIZE & REQ'D LO
JAMB STUDS w
FERIOR SHEATHING 0
DM TOP OF WALL
BOT. RIBBON, NAIL O
Z
R PLAN IF HEADER IS UPSET
AND WINDOW IS oo W
LOWER: (1) 2x SILL
PLATE w/ (2) 10d
TOENAILS. EXT.
IJ -
DER OPENINGS ���11691111i�®�
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. s
2x SILL AT WINDOW LARGER THAN
2x CRIPPLE STUDS 2x SILL PLATE w/ A35 a 4" � Z
EA. END NAILED TO Z
CLIPS EACH SIDE w/ 2x
JD PACK w/ 10d CRIPPLES 16" O.C. • ' r
ILS @ 8" O.C. THEN @ :• '� Q
w/ (2) 10d TOENAILS
JDS @ 16 O.C. T&B PLYWOOD •°+.+ ,'r' •"' Q
TACH SILL w/ (2) 10d SHEATHING REQ'D w ��®• ".'4 _j O
E NAILS AT EA. END _ �I� .�o U_
SILL (MAX OPEN'G T&B) ~O w
DTH 4'-0"). USE A35
P AT EA. END FOR -�
ENINGS GREATERAN Q
2
' BUT LESS
AN 6 .
0
IPSON LSTA30 w/ M
110d TO STUDS i' D, N
DVE PLATE U.N.O. O
U
Q
0
SEE FRAMING PLAN co
FOR FLOOR
CONNECTION LU•
FLOOR GRIDER OR U •'
BEAM p Z 0 Q®
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16-117
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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 WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
CONNECTIONS
SIMPSON MSTAM36
DOUBLE 2x TOP PLATE
DOUBLE 2x TOP PLATE
SOLID SHEATHING @
TYPICAL TRUSS TO
STRAP W/ (10) 10d TO
2x BOTTOM PLATE
2x BOTTOM PLATE
HEADER
FRAME CONNECTION.
STUDS & (8) 1/4" X
3/4" FLOOR SHEATHING
3/4" FLOOR SHEATHING
SIMPSON SP4 w/ (6) 10d
SEE STANDARD
2-1/4" TITEN SCREWS
ATTACHED PER
ATTACHED PER
F�<� S
x1-1/2" @ 24" O.C. (USE
CONNECTOR NOTES
TO LINTEL COURSE.
NAILING SCHEDULE
NAILING SCHEDULE
SIMPSON LSTA30 HEFT
SP6 @ 2x6 STUDS &
USE SIMPSON
STRAP (MAX 10°
SP8 @ 2x8 STUDS)
MSTCM60 STRAP W/
ANGLE) W/ (22) 10d
REFER TO PLAN FOR
(20) 16d SINKERS & (14
NAILS. BEND STRAP
(2) 2x SPF TOP PLATE
B
BUILT-UP COLUMN
1/4" X 2-1/4" TAPCONS
OVER TOP PLATE MIN.
U.N.O. ON PLAN
INFO.
FOR TRUSSES 20" TO
3", THEN RUN DOWN
26" DEEP
"
FACE OF JAMB STUDS/ a
HEADER - SEE 2ND
PRE -ENG. FLOOR
(IF TITENS ARE NOT IN
HEADER
FLOOR PLAN FOR MIN.
SYSTEM - IF NO FLOOR
LINTEL COURSE ORHEADER
EXTERIOR SHEATHING
SIZE & REQ'D
SYSTEM INSTALL
INTO FILLED CELL USE
(1) SIMPSON LSTA30
�
FROM TOP OF WALL
JAMB STUDS
KNEEWALL & PROVIDE
SOLID BLOCKING
1/4" X 1 3/4" TITENS)
STRAP W/ (11) 10d TO
FLOOR TRUSS SEE
TO BOT. RIBBON, NAIL
UNDER COLUMN
U.N.O.
;" `
FLOOR TRUSS PER
STUDS ABOVE PLATE
FRAMING PLAN FOR
PER PLAN
IF HEADER IS UPSET
ABOVE
PROVIDE SOLID
PLAN
U.N.O.
CONNECTION INFO..
(2) 2x SILL AT WINDOW
AND WINDOW IS
BAND JOIST & BLKG
BLOCKING BELOW
SEE DETAIL WS 11 FOR
FLOOR GIRDER OR
w/ 2x CRIPPLE STUDS
LOWER: (1) 2x SILL
OR LVL GIRDER
COL. EVEN WITHIN
MORE INFO
BEAM; SEE PLAN
AT EA. END NAILED TO
PLATE w/ (2) 10d
FLOOR TRUSS
MASONRY WALL SEE
STUD PACK w/ 10d
TOENAILS. EXT.
NOTE: ALL FLOOR
PLAN FOR MORE INFO
NAILS @ 8" O.C. THEN
HEADER OPENINGS
TRUSSES TO BE P.T. IFSTUDS
@ 16" O.C.
LESS THAN 4FT:(1) 2x
NO MOISTURE
SO TYPICAL
GIRDER COL. CONNECTION
fiso TYPICAL
GIRDER COL. @ HIGH BEAM
ATTACH SILL w/ (2)10d
SILL PLATE w/ (2)10d
BARRIER (FELT PAPER
TOE NAILS AT EA. END
TOENAILS. OPENING
3/4"=1'-0"
3/4"=10-0f,OF
OR SIM) IS PROVIDED
SILL (MAX OPEN'G
LARGER THAN 4FT: (2)
WIDTH 4'-0"). USE A35
2x SILL PLATE w/ A35
2x 2ND FLOOR STUDS
REFER TO PLAN FOR
CLIP AT EA. END FOR
CLIPS EACH SIDE w/ 2x
BUILT-UP COLUMN
SEE PLAN FOR MORE
(2) SIMPSON LSTA18
OPENINGS GREATER
CRIPPLES @ 16" O.C.
INFO.
STRAPS CENTERED @
THAN 4' BUT LESS
w/ (2) 10d TOENAILS
BEARING WALL PER
A A
FLOOR W/ (14) 10d
THAN 6'
T&B (PLYWOOD
PLAN BEYOND
SEE FLOOR FRAMING
NAILS
SIMPS. MSTAM36 w/
SHEATHING REQ'D
COLUMNS
PLAN FOR FLOOR
7 10d NAILS & 4 1/4"
O ( )
T&B)
MID -HEIGHT BLOCKING
SYSTEM INFO.
x 2 1/4" TITENS; IF
SEPARATE SHEATHING
PER BEARING WALL
FLOOR TRUSSES ARE
UNDER WINDOW
SCHEDULE
ATTACH 2x STUDS W/
(3) 2x STUDS
20"- 26" DEEP, USE
1/2" DIA. THREADED
(2) SIMPSON LSTA18
(2) 16d NAILS @ 6" O.C.
SIMPS. MSTCM60 "
ROD WITHIN 6" FROM
STRAPS CENTERED @
STRAP w/(20) 16d "
COL; SEE BRG WALL/
FLOOR w/ (14) 10d
'
CALIFORNIA CORNER A -A
SINKERS & (14) 1/4" X 2 ;
1/4" TITENS INSTEAD.
2 -STORY WALL
NAILS
(2) SIMPSON LSTA18
'
"
SECTION FOR MORE
STRAPS CENTERED @
(IF TITENS ARE NOT IN
"
INFO.
2 SIMPSON META16
FLOOR W/ (14) 10d
LINTEL COURSE OR \
2x TOP &BOT.
FLOOR TRUSS TO
NAILSRIBBONS,
INTO FILLED CELL USE
"
CONT.
REFER TO
MASONRY WALL
—
1/4" X 1 3/4" TITENS)
FOUNDATION PLAN"
' '''` �� `�
(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
ATTACH 2x STUDS W/
OR SIM IS PROVIDED
SCHEDULE; PROVIDE
(2) 16d NAILS @ 6" O.C.
(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
CMU WALL BELOW PER DETAIL INCDICATED
CONNECTION
MASONRY
NOTE: IF WOOD WALL OR BEAM BELOW USE
ON FLOOR FRAMING. INDICATED BASE STRAP
PROVIDE BLOCKING
MASONRY WALL PER
SIMPSON MSTC40 W/ (36)
16d SINKERS. IF FLOOR
REQ'D ON EITHER SIDE OF WALL IF WF02/
BELOW JAMBS
FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d
PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE
STOPPING AT 1000 SQ SINKERS AND (14) Ya''X2 %4' TITENS TO MASONRY
FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO
STOPPING MATERIALS
MIN THICKNESS SHALLA—S-ATYPICAL TWO STORY COL. GIRDER fiSO 2nd FLOOR CORNER FRAMING ATTACHMENT fisokHEADER CONNECTION @ 2nd FLOOR
BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0"
15/32" OR 7/16" OSB.
ATTACH TO FLOOR SHEATHING PER PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN
TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING
16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING
BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN
2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND ATTACH PER NAILING
2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE SCHEDULE,
@ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM
TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE TOP OF TOP PLATE TO
SYS. 42 FLOOR 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 W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ BEARING WALL PER
AGAINST TRUSS SHEATHING/ DRYWALL
VERTICAL @ 48" O.C. (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2)1,2d (2) 12d @ 12" O.C. PLAN
W/ (3) 12d NAILS EACH I
PRE-ENG FLOOR TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM
END
2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) PLATE
TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 164 NAILS; BOTTOM 2 H5 EA. FLOOR
FRAME 2x4 KNEE ( )
WALL, STUDS 16 RIB NAILS; BOTTOM
@ �� RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE
SYS. 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 SEE TRUSS LAYOUT ACCOMMODATE
SEE FOUNDATION (MAX) CONNECTOR 2 ROWS 8d NAILS
PLAN FOR MORE INFO " @ FOR HANGER STRAP
1/2" GYP. CLG BD OR SCHEDULE FOR •� � 1/2" GYP. CLG BD OR � • ' (2) ROWS 8d NAILS @ 3
� 3 O.C. TYP. WALL
(2) 5/8 TYPE X CONNECTION WHEN (2) 5/8 TYPE X WHEN 3" O.C. WALL L. SHEATHING TO EA.
IN GARAGE (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 2x RIBBON OR
• 3" O.C. WALL • r' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER
MASONRY WALL PER I MASONRY WALL PER I'. MASONRY E MTS1T BLOCKING w/ (4) 16d
PLAN ; : SHEATHING TO PLAN OR (3) 16d TOENAILS
BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR
SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU
DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF
NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE
BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER
OR SIM IS PROVIDED KNEEWALL OR SIM IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN
At
TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION
3/4" "=1'-0" 3/4"=1'-0 I
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
2x12 #2 SYP CONT.
LEDGER W/ (3)
1/4"x4-1/2" SDS
SCREWS (EQUALLY
SPACED VERTICALLY) SEE PLAN
@ 24" O.C. AND @ EA. -17
END VERTICAL (MIN. 2"
FROM T&B)
SEE WS10/SD5 FOR
ADDITIONAL INFO
F01 TYPICAL BALCONY FRAMING
3/4"=1'-0"
3/4"=1'-0"
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE HANDRAIL BY OTHERS
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
� I
SEE ARCH DWGS FOR
w I I TOPPING INFO
o-
3/4" PLYWOOD FLOOR
SLOPE DECKING ATTACHED
PER NAILING
SCHEDULE
SLOPED BALCONY
FLOOR TRUSS (12"
TALL) (60/15/5 MIN.
LOADING) W/ LUS26 OR
LUS46 TO LEDGER
CONTRACTOR TO `4 SEE WS11/SD5 FOR
PROVIDE ADEQUATE SIM. END CONDITION
WATERPROOFING. NO
CONCRTE SLAB LINTEL PER PLAN
PERMITTED
NOT USED
3/4"=1'-0"
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
W
Q
SOLID SHEATHING @ p
HEADER cn
SIMPSON SP4 w/ (6) 10d W
F�<<S x1-1/2" @ 24" O.C. (USE Z
IPSON LSTA30 HEFT SP6 @ 2x6 STUDS & d' 0
RAP (MAX 10° SP8 @ 2x8 STUDS) N
3LE) W/ (22) 10d Z CL
LS. BEND STRAP (2) 2x SPF TOP PLATE O
=R TOP PLATE MIN. I— C)
U.N.O. ON PLAN
THEN RUN DOWN a
:E OF JAMB STUDS/ HEADER -SEE 2ND w
kbER FLOOR PLAN FOR MIN. a: W
HEADER SIZE & REQ'D LO
JAMB STUDS w
FERIOR SHEATHING 0
DM TOP OF WALL
BOT. RIBBON, NAIL O
Z
R PLAN IF HEADER IS UPSET
AND WINDOW IS oo W
LOWER: (1) 2x SILL
PLATE w/ (2) 10d
TOENAILS. EXT.
IJ -
DER OPENINGS ���11691111i�®�
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. s
2x SILL AT WINDOW LARGER THAN
2x CRIPPLE STUDS 2x SILL PLATE w/ A35 a 4" � Z
EA. END NAILED TO Z
CLIPS EACH SIDE w/ 2x
JD PACK w/ 10d CRIPPLES 16" O.C. • ' r
ILS @ 8" O.C. THEN @ :• '� Q
w/ (2) 10d TOENAILS
JDS @ 16 O.C. T&B PLYWOOD •°+.+ ,'r' •"' Q
TACH SILL w/ (2) 10d SHEATHING REQ'D w ��®• ".'4 _j O
E NAILS AT EA. END _ �I� .�o U_
SILL (MAX OPEN'G T&B) ~O w
DTH 4'-0"). USE A35
P AT EA. END FOR -�
ENINGS GREATERAN Q
2
' BUT LESS
AN 6 .
0
IPSON LSTA30 w/ M
110d TO STUDS i' D, N
DVE PLATE U.N.O. O
U
Q
0
SEE FRAMING PLAN co
FOR FLOOR
CONNECTION LU•
FLOOR GRIDER OR U •'
BEAM p Z 0 Q®
Z
O Ica
SO HEADER CONNECTION @ 2nd FLOOR HIGH BM o
3/4"=1'-0"IL
U
rY
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Z
w SCALE: AS INDICATED
o�6Ar113 t� w DATE: 04/11/2016
16-117
3/4"=1'-0"D 5
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, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
ZX BRG WALL W/ 2x BRG WALL W/
SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2
SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.)
OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE
USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE
EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALI
ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d
SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" 0 C NAILS AND (5) 1/4":
(2) 2x SYP #2 COLLIN
ON EITHER SIDE OF
GIRDER, PROVIDE
SUFFICIENT ROOM
FOR GIRDER HANGE
FLANGE. ATTACH
LEDGER TO EA.
COLUMN w/ (4) 1/4" k
3-1/2" (8 TOTAL)
SIMPSON SDS
SCREWS
I In"ir+rn n., OTHERS EXTERIOR SHEATHI"'^
D01 LEDGER AT GIRDER
NOT USED
RUSS PER PLAN
TOENAILS EACH END
CONNECTED w/ MTS12
TO TRUSS BELOW)
3/4" TAPCONS PER
ROOF SHEATHING --_
2x BASE PLATE W/ (2)
OR LSTA18
3/4" FLOOR SHEATHING
STRAP; CENTER
TRUSS
12d NAILS @ 12" O.C.
ATTACH PER NAILING
ATTACHED PER
STRAP BETWEEN
SHEATHING ISN'T CONT.
2x8 #2 SYP P.T. SILL
2x BLOCKING W/ (2) 12d
NAILING SCHEDULE
MASONRY WALL AND
LEDGER W/ (2) Y4"0-1/2"
SDS WOOD SCREWS @
16" O.C. MAX. 3"
3/4" FLOOR SHEATHING
TOENAILS EACH END
FLOOR TRUSS PER
FRAME WALL
ALFROM
RECESS LEDGER INTO
ATTACHED PER
(2) 2x4 #2 SYP
PLAN
I TRUSS
(2) 2x4 #2 SYP
NAILING SCHEDULE
BLOCKING w/ SIMPSON
=DGER PER PLAN
IDRAWINGS
I_
BLOCKING w/ SIMPSON
PLATE 1 1/4" (MIN.)
HUC24-2 EACH END,
EACH STUD (AT EACH
a „
HUC24-2 EACH END,
IDE OF G.T. USE (4)
LEDGER S6d
USE (4) 10d & (2) 10d
4
e'
NAILS)
USE (4) 10d & (2) 10d
SEE PLAN
NAILS. UNDER
sEEPLANrM
WF 1 SECTION (. OPEN TO ABOVE
NAILS. UNDER
1
WINDOW JAMBS ONLY
TO BOTTOM OF SILL
WINDOW JAMBS USE
PLATE ATTACH PER
'.;
NAILING SCHEDULE
a
(2) 2x6 w/ HUC26-2.LOW
ROOF TRUSS SEE
ISIMPSON H2.5 EA.
TRUSS
SEE ARCHS FOR
LOW ROOF TRUSS SEE
FLOOR TRUSS PER
TRUSS PLAN FOR
TRUSS PER PLAN
I
FURRING AND
INTERIOR FINISH
TRUSS PLAN FOR
PLAN
CONNECTIONS (IF
I " '
°
CONNECTIONS
SDS WOOD SCREWS @
LUS26-2 FOR 2PLY
TRUSS IS CONT. BRG
16 O.C. MAX. & 3 TRUSS
°
FROM EA. END - USE (3)
MASONRY (SHOWN)
ON MASONRY USE
MASONRY (SHOWN)
MASONRY WALL PER
z
OR WOOD WALL PER
META16 @ 24" O.C. OR
OR WOOD WALL PER
,
PLAN
W
PLAN
ON WOOD USE HGA
PLAN
3/4"=1'-0"
QW
CLIPS @ 24" O.C.)
°6
Ws_,"�SECTION @RAISED HEEL TRUSS
fis', SECTION @ COMBO TRUSS
F0 WALL SPLICE DETAILS
(2) 2x SYP #2 COLLIN
ON EITHER SIDE OF
GIRDER, PROVIDE
SUFFICIENT ROOM
FOR GIRDER HANGE
FLANGE. ATTACH
LEDGER TO EA.
COLUMN w/ (4) 1/4" k
3-1/2" (8 TOTAL)
SIMPSON SDS
SCREWS
I In"ir+rn n., OTHERS EXTERIOR SHEATHI"'^
D01 LEDGER AT GIRDER
NOT USED
RUSS PER PLAN
2x8 MIN. SPF #2 @ 16" v
FROM TOP OF WALL \
TO BOTTOM OF SILL
PLATE ATTACH PER
NAILING SCHEDULE
O.C. - SEE FRAMING
NAILS @EACH END.
ROOF SHEATHING --_
BOTTOM PLATE
ISIMPSON H2.5 EA.
I ATTACH PER NAILING
BETWEEN STUDS W/
TRUSS
SCHEDULE
ATTACH PER NAILING
EACH END
PRE-ENGINEERED
SHEATHING ISN'T CONT.
2x8 #2 SYP P.T. SILL
TRUSS PER PLAN
2x6 #2 SYP CONT.
PLATE w/ 1/2" EPDXY
REQ'D FROM STUDS TO
LEDGER W/ (2) Y4"0-1/2"
SDS WOOD SCREWS @
16" O.C. MAX. 3"
GIRDER BELOW
J -BOLT W/ MIN. 7"
&
EA -END-USE
EMBED. @ 32" O.C. & 3"
ALFROM
RECESS LEDGER INTO
E (3) SCREWS FOR 24" I SIMPSON LUS26. USE ---�
O.C. LUS26-2 FOR 2PLY
ANCHOR BOLT OR
ITRUSS. VERIFY W/
I TRUSS
PROVIDE 2x4 BRACE
TRUSS SHOP
SHEATHING TO
=DGER PER PLAN
IDRAWINGS
I_
2x8 SYP #2 LEDGER W/
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PLATE 1 1/4" (MIN.)
1
EACH STUD (AT EACH
a „
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IDE OF G.T. USE (4)
LEDGER S6d
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WF 1 SECTION (. OPEN TO ABOVE
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2x4 BLOCKING
Q
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MASONRY WALL PER PLAN FOR MORE INFO
PLAN & CONNECTIONS
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FOR LOCATION
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SEE PLAN FOR
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FLOOR TRUSS; SEE FLOOR GIRDER SEE
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DIRECTION AND CONNECTION
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MASONRY WALL PER
PLAN
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EXT. SHEATHING 2x4 NAILER W/ (2)
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FOR CONNECTION
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7_X
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-
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p
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0
TRUSSES ARE
N
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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 WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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#16-117
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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 WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
CD
#16-117
SD6
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THREADED ROD SEE BEARING
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W
Z
MORE INFO MAX 5" FROM KING STUD
W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d
Q
W L
NAILS INTO HEADER
IF PORTIONS OF THIS WALL
O
= f
@)0KINGS
SEE CHART FOR REQUIRED JACKS /
# OF STUDS TO MATCH
IF 2ND FLOOR HEADER SITS OVER 9ST
FLOOR HEADER CONTACT EOR TO
ARE EXTERIOR, PROVIDE EXT.
SHEATHING ATTACHED PER
(n
BETWEEN FLOORS
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NAILING SCHED, CONT. TO
z
BOTTOM OF FLOOR SYSTEM
w
IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY
0
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UNDER 2ND STORY COLUMNS, PROVIDE
SOLID BLCOKING WITHIN FLOOR SYSTEM
—
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DATE
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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 WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
CD
#16-117
SD6
STANDARD (3) 2X12
MIN. (3) 2x SYP #2 STRINGERS W/
STUDS REQ'D @ END SIMPSON A34 CLIP TO
OF LANDING W/ MIN. (6) FLOOR SYSTEM
16d NAILS FROM
LEDGER TO STUD
PACK
LINE UP 2xJOIST IN
LINE WITH MIDDLE
STANDARD (3) 2X12 2x12 STRINGER TO BE
STRINGERS W/ UTILIZED AS BLOCKING
SIMPSON A35 / A34
CLIP TO FLOOR
SYSTEM & LANDING
FRAMING 2xJOISTS @LANDING
@ 16"O.C. W/ SIMPSON
Z A35 OR LUS26 HANGER
gON EACH SIDE
op
sr 6" MIN.
D
40
(2) 2x BEAM PER 2xJOIST (P.T. IF
SCHEDULE REQ'D @01 4'-0" MAX ATTACHING TO
END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT _
STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d
CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. U_
TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" z
BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" 2
BELOW MASONRY WALL) M 10" MIN.
A -A PLAN VIEW @ 90 DEGREE TURN LANDING
SEE SCHEDULE FOR MAX WIDTH OF LANDING
MIN. (3) 2x SYP #2
STUDS REQ'D @ END 3/4" PLYWOOD OR OSB
OF LANDING W/ MIN. (6)
SEE PLAN FOR DEPTH
16d NAILS FROM SHEATHING OVER
LEDGER TO STUD OF LANDING LANDING ATTACHED STAIR WINDER DETAIL
PACK PER GENERAL FLOOR
CONSTRUCTION
NOTES
MID SPAN BLOCKING
TO MATCH JOIST
DEPTH W/ (3) 10d 2xJOIST LEDGE
STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING
SYP #2 STRINGERS W/ MASONRY WAI
SIMPSON A34 / A35 c�
CLIP TO FLOOR z
SYSTEM & LANDING z
FRAMING A- oO
SEE PLAN FOR
MASONRY WALL OR
WOOD WALL
PLYWOOD SHEATHING
OVER LANDING
ATTACHED PER
GENERAL FLOOR
CONSTRUCTION
NOTES
BEAM @ END OF
LANDING PER
SCHEDULE
I I � SIMPSON A35
B1_ '
j CONNECTIONS
MASONRY WALL OR
FRAME WALL BEYOND
(2) 2x BEAM PER 2x JOIST (P.T. IF
SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO
END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT P -B CROSS SECTION OF BEAM TO LEDGER
STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d
CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX.
TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4"
BUILT UP COLUMNS x 3 1/2" TITENS @ 16"
BELOW O.C. MAX. FOR
STRINGERS TO BE
MASONRY WALL)
A -A PLAN VIEW @ 180 DEGREE TURN LANDING NOTCHED AT LANDING
SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS
W
a
0
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F
Z
w
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W
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BOTTOM CHORD
I -JOIST PER FRAMING
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BLOCK OR
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PER PLAN
2x12 STRINGERS ONE
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TO LANDING
2x ATTACHED TO —
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2x12 STRINGERS ONE
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STS
BEAMMOISTS REQUIREMENT AT LANDING
/
PENDING LANDING
\
MAX WIDTH
MASONRY WALL)
A35 CONNECTION
HEIGHT AND PLAN
I I I I SCHEDULE @ END OF
(3) 2x12
2x8
LAYOUT. HEADER
-
LANDING FOR
2x6
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WITHIN SUPPORT
2x6
STRINGERS TO
WOOD OR MASONRY
2X8 P.T. SPF #2 (MIN.)
WALL COULD BE
WALL SEE PLAN FOR
LET -IN FASTEN TO
TO BEAR DIRECTLY ON
MORE INFO
REQUIRED. SEE PLAN
BUILT UP COLUMN
2x JOIST PER
X 3" EVENLY SPACED
BELOW.
FOR REQUIRED
TAPCONS @ MIN. END
MIN. (3) 2x4 SPF #2
2x8
DISTANCE OF 1-1/2"
COLUMN
HEADER AND
A
6-0"
HEIGHT OF LANDING
2x6
4'4"
SUPPORT
AINFORMATION..
(3) 2x12
2x12
9'-0"
(2) 2x12
2x8
7'-0"
(1) 2x12
(1) 2x8
2x6
5'-0"
FACE OF TRUSS
2x JOIST (P.T. IF
I I I
9'-0"
(2) 2x12
2x8
ATTACHING TO
I I I I
(1) 2x12
(1) 2x8
2x6
5'-0"
MASONRY WALL) CONT
I I I I
(3) 2x12
2x12
9'-0"
LEDGER w/ (3) 16d
I I I I
7'-0"
71-011
(1) 2x12
(1) 2x8
NAILS @ 16" O.C. MAX.
I I l I
6'-0"
(2) 2x12
TO EACH STUD. ((2) 1/4"
I I I I
(1) 2x12
(1) 2x8
2x6
5'-0"
x 3 1/2" TITENS @ 16"
I I I I
(2) 2x12
2x8
9'4"
O C MAX FOR
STS
BEAMMOISTS REQUIREMENT AT LANDING
/
(2) 2X BEAM PER
JOISTS
MAX WIDTH
MASONRY WALL)
A35 CONNECTION
(#2 SYP)
I I I I SCHEDULE @ END OF
(3) 2x12
2x8
8'4"
-
LANDING FOR
2x6
6'-0"
(1) 2x12
(1) 2x8
2x6
STRINGERS TO
WOOD OR MASONRY
2X8 P.T. SPF #2 (MIN.)
CONNECT TO. BEAM
WALL SEE PLAN FOR
LET -IN FASTEN TO
TO BEAR DIRECTLY ON
MORE INFO
SLAB USING MIN. (4)4"
BUILT UP COLUMN
2x JOIST PER
X 3" EVENLY SPACED
BELOW.
SCHEDULE
TAPCONS @ MIN. END
MIN. (3) 2x4 SPF #2
2x8
DISTANCE OF 1-1/2"
COLUMN
(2) 2x12
2x6
6-0"
HEIGHT OF LANDING
STS
BEAMMOISTS REQUIREMENT AT LANDING
HEIGHT OF STAIRS
BEAM
JOISTS
MAX WIDTH
AT LANDING
(#2 SYP)
(#2 SYP)
OF LANDING
(3) 2x12
2x8
8'4"
12'-0"
(2) 2x12
2x6
6'-0"
(1) 2x12
(1) 2x8
2x6
4'-0"
(3) 2x12
2x8
8'-0"
11'-0"
(2) 2x12
2x6
6'-0"
(1) 2x12
(1) 2x8
2x6
4'-0"
MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO
Q
(3) 2x12
2x8
8'4"
10'-0"
(2) 2x12
2x6
6-0"
(1) 2x12
(1) 2x8
2x6
4'4"
z
Z
(3) 2x12
2x12
9'-0"
(2) 2x12
2x8
7'-0"
(1) 2x12
(1) 2x8
2x6
5'-0"
FACE OF TRUSS
(3) 2x12
2x8
9'-0"
(2) 2x12
2x8
7'-0"
81-011
(1) 2x12
(1) 2x8
2x6
5'-0"
@ANY OPENING
(3) 2x12
2x12
9'-0"
(2) 2x12
2x8
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71-011
(1) 2x12
(1) 2x8
2x6
5'-0"
6'-0"
(2) 2x12
2x8
8'-0"
(1) 2x12
(1) 2x8
2x6
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2x8
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(1) 2x8
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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 WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE Sri DATE: 04/11/2016
3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS G�
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LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST03 HANDRAIL. CONNECTION AT FLDDR TRUSSES N�w� _
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3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. # r) 1 76
UNDER BEAMS LESS THAN 2x12) ST1
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 of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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