408 Treasure Ln 16-2929 (a)THORNBROOKE 50's
COMMUNITY SPECIFIC
STANDARD SPECIFICATIONS REDRAW NOTES
MONOLITHIC FOOTINGS, ALUMINUM OVER 2x6 5UD-F46CIA,
SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER
HEATER,150 AMP. 5ERVICE, PAVER DRIVEWAY, PAVER
LEAD WALKS, PAVER ENTRY, ACRYLIC LANAI
LOT 25 - THORNBROOKE 50's
STANTON - 2055
ELEVELEV.ifME -MEDITERRANEAN"
GARAGE RIGHT
TAYLOR MORRISON
10-06-16 CREATED LOT SPECIFIC; PLAN FOR LOT 25 IN
THORNDROOKE 50'5, ELEVATION "ME -
MEDITERRANEAN", GARAGE LEFT U / f`'1_41\1
OPTION5 (INCLUDING: (5) CEILING F -AN
PRE -WIRE, TRAY CEILINCi AT M45TE ,5'JITE, i
NICHE5 AT FOYER, 12 FT. POCKE J' 5I IDI �Q) AT
FAMILY ROOM, FRONT L)OOR GL4 ,55 iN5 RT,
OPTIONAL M45TER 54TH, 5 REC,F�'5L�AN
LIGHTS, UNDER CAE3INE f LIGHTIN(k1NI�>
.� VENT
HOOD TO OUT5IDE,
PLAN REVISIONS
10 T', 16 COMPLETED REV15ION TO INCLUDE:
MIRRORED PLAN TO CREATE GARAGE RIGHT
HAND PLAN.
RECORD COPY
MIME ED FOR CODE COMPLIANCE;
FLANS EXAMINER
_1r -
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
COMPACTION TEST
REQUIRED
Results to be Verified
at tab lnspa6tion
G
DRAWING INDEX
COV -GENERAL NOTES, INDEX, SPECIFICATIONS
1 -SLAB INTERFACE PLAN
2A -FLOOR PLAN NOTES
2B -FLOOR PLAN DIMENSIONS
3A1 -FRONT ELEVATION
3A2 -SIDE ELEVATIONS, ROOF PLAN, BUILD. SECTION
3A3 -FLASHING DETAILS
3A4 -FLASHING DETAILS
4 -ELECTRICAL PLAN
GENERAL CONSTRUCTION NOTES
CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESS ARE
TO BE CONSIDERED "NOMINAL DIMENSIONS"
OCCUPANCY AND CONSTRUCTION TYPE:
THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION,
EXTERIOR WALL ENVELOPE:
BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS L15TED UNDER THI5 SECTION, INCLUDING BUT
NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE516TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED.
CEILING CONSTRUCTION:
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. • JOB NUMBER 26002.235 •
CAD FILE NAME LOT 25
EXTERIOR FIN15HE5: ISSUED 10-06-16
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.1 AND A5TM G 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE REVISED 10-21-16
OF CORRO51ON-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES
SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED, THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER RB.G.R - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926.
PER F.B.C.R. 5TH EDITION (2014) 8103.6.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP SCREED OR PLASTIC WEEP 5CREED WITH A MINIMUM
VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP 5CREED SHALL BE
PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS, THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL
COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER F.B.C.R. 5TH EDITION (2014) R103b.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL
INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8103.65 OR IN
ACCORDANCE WITH A5TM C 926,
STUCCO CONTROL JOINTS: mmmm
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 MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100
5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE
INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE
CONSIDERED AS CONTROL JOINTS,
EGRE55:
1, EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF
44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM.
FL45HING:
1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS.
2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO
THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE516TANT FLASHING SHALL BE
INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8,
WINDOW IN5TALLATION:
I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE
MANUFACTURER FOR EACH WINDOW,
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813. 925. 1300 TEL
813.925.1800 FAX
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FLOOD ZONE REQUIREMENTS:
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I. WIND RE515TANCE OF ASPHALT SHINGLES, - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R90516 AND 8905.2.6.1.
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HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A51M D 226, TYPE 1 OR TYPE 11, A5TM D 4869, TYPE II OR
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TYPE IV OR ASTM p 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1, FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF
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. • JOB NUMBER 26002.235 •
CAD FILE NAME LOT 25
EXTERIOR FIN15HE5: ISSUED 10-06-16
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.1 AND A5TM G 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE REVISED 10-21-16
OF CORRO51ON-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES
SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED, THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER RB.G.R - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926.
PER F.B.C.R. 5TH EDITION (2014) 8103.6.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP SCREED OR PLASTIC WEEP 5CREED WITH A MINIMUM
VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP 5CREED SHALL BE
PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS, THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL
COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER F.B.C.R. 5TH EDITION (2014) R103b.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL
INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8103.65 OR IN
ACCORDANCE WITH A5TM C 926,
STUCCO CONTROL JOINTS: mmmm
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 MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100
5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE
INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE
CONSIDERED AS CONTROL JOINTS,
EGRE55:
1, EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF
44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM.
FL45HING:
1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS.
2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO
THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE516TANT FLASHING SHALL BE
INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8,
WINDOW IN5TALLATION:
I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE
MANUFACTURER FOR EACH WINDOW,
DWELLING / GARAGE OPENINGS:
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DAVIS BEWS
DESIGN GROVP
150 STATE STR EEi EAST
OLDSMAR, FLORIDA 34677
813. 925. 1300 TEL
813.925.1800 FAX
W W W-DAVISBEWS.COM
TAPA • ENVER-
ML7
FST. 1994 (;--�
DWELLING / GARAGE OPENINGS:
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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.C.) OR HONEYCOMB CORE STEEL DOORS
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NOT LE55 THAN 13/6' THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE.
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FLOOD ZONE REQUIREMENTS:
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PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION.
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ASPHALT 5HINGLE5 IIF APPLICABLE) :
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I. WIND RE515TANCE OF ASPHALT SHINGLES, - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R90516 AND 8905.2.6.1.
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2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERT!GAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS
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HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A51M D 226, TYPE 1 OR TYPE 11, A5TM D 4869, TYPE II OR
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TYPE IV OR ASTM p 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1, FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF
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UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1.o
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CLAY AND CONCRETE TILE (IF APPLICABLE) :
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THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C,R - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR
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RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.213
•°•.•
OR THE RECOMMENDATIONS OF RA5118,119 OR 120, REQUIRED UNDERLAYMENT PER F.B.G.R. - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 2626, TYPE II; OR ASTM
1910 OR ASTM AND INSTALLED IN WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND TILE°��
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D D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING SHALL BE ACCORDANCE CLAY ROOF
IN57ALLATION MANUAL, FIFTH EDITION WHERE THE vase 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120.
CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE)
I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER
THAN THE ROOF OR RIDGE THAT IS 104" AWAY OR CLOSER,0
TUB AND SHOWER AREAS:
I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1268, CI325, 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 501L TREATMENT 15 USED FOR
SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0210 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO
ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. No TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE.
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2, PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL DISCHARGE AT LEAST I FOOT
(305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH 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:
I. 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 ACCE851BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER
'
PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES
(162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE.
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 (04 mm) SHEET STEEL
OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE,
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FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA18ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE
FACTURER'6 INSTALLATION INSTRUCTIONS,
NMANU4.
5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE To ANY BUILDING COMPONENT WILL OCCUR AS A RESULT
OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS of SECTIONS M1411.3,
EXHAUST FANS AND VENTING:
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1, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE
VENT OR CRAWL SPACE.
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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 TO THE
OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING.
3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH
OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAP) BEND. THE MAXIMUM LENGTH OF THE EXHAUST
DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED 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 5005TER FAN 15 INSTALLED AND NOT READILY ACCE5815LE FROM THE ROOM IN WHICH THE DRYER 115 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE
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THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "TH15 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN."
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMGA STANDARD 550 IN FBG,
ATTENTION GENERAL CONTRACTOR / BUILDER:
155UANCE OF PLANS FROM THI5 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'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT of ANY CONSTRUCTION CORRECTION / REVISIONS ANY 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'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE.
REV. 09-29-1016
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JOB NUMBER 26002.235
CAD FILE NAME LOT 25
ISSUED 10-06-16
REVISED 10-21-16
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HALF AT LOW SOFFIT / EAVE VENTS = 656.88 SQ. IN.
ACTUAL SOFFIT VENTILATION = 1147,80 SQ. IN.
VENT CALCULATIONS BASED ON THE FOLLOWING
* 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT
* 9.7 SQ. IN, PER LINEAR FOOT OF SOFFIT VENT
G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS
REQUIRED, PER MANUFACTURER'S SPECIFICATIONS
OF NET FREE AREA PER VENT.
11/2" THICK
SAND FIN15H
KEY5TONE
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TYP.
REFER TO COVER 5-IFFT
OVERHANG
GENERAL NOTF5 FOR
AT HIP
ROOFING UNDERLA�MI;�NT
(U.NQ.)
ROOF
PLAN
REQUIREMENTS FOR ROOT=
PITCHES LL55 THAN 4:13
SCALE: i.8'' _ 1'-0"
11/2" THICK
SAND FIN15H
KEY5TONE
3/4"
THICK
(IF APPLICABLE)
RAI5ED
SAND FIN15H
TEXTURED BANDING
NOTE:
THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55
OF ALL RA15ED TEXTURED FIN15H BANDING
AND SAND FIN15HED KEYSTONES (WHERE
APPLICABLE) IF THICKNE5515 TO BE
DIFFERENT IT WILL BE CALLED OUT AT
SPECIFIC KEYNOTE CALL -OUT
INSTALLATION OF EXTERIOR LATHING AND FRAMING
APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH
EDITION (2014) R103.6.1 AND 45TM C 1063.
THICKNE55 OF TEXTURED FINISH OVER FRAME
APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014)
8103.6.2 AND 45TM C 92(o.
TYP. CROSS-SECTION OF RAISED
TEXTURED FINISH BANDING AND r
OR SAND FINISH KEYSTONE
SCALE: 3" - I'-0"
C,Lf: AR OF)[ _Nk,; I, Iii is
IN DWE'NG UNITS, WHERE THE OI LNN,u Or AN OPERABLE
WINDOW 5 'LOCATED MORE 114N ') V HE5 ABOVE THE
FIN151IED GRADE OR 5URFAGE lWE LOWEST PART
OF TIH,_ CLEAR OPENING OF TIE WiNf-�OW 5H4LL BE A
MINIMUM C;P 24 INCHES ABOVE THF F'Ni 7HED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 0�''":ED. OPERABLE
5ECTION5 OF WINDOWS SNALL NOT PERMIT OPENING5 THAT
ALLOW F455AGE OF 4 INCH 1)!4`FTER SPHERE WHERE
SUCH OFFNING5 ARE I.,OCATED JI,
,H'N 24 INCHES OF THE
FIN15E-ED N.00R PER F.B.C.R. - 5TH EDITION (2014) R312,2
WINDOW FALL PREVENTION DFVICE3 AND WINDOW GUARDS,
WHERE FROVIDED, 5H4LL COMPLY WITH THE
REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION
(2014) 8312.2
<t
d
40'-0"
(VERIFY W/ TRUSS MANUF)
SECTION AA
SCALE: 1/6" - 14"
12
12
6 4INGLE
ROOF
T.O.M. T.O.M.
EH
TEXTURED
6, o FINISH 6,
FIN15H FLOOR LINE _ _ _ _ _ _ _ _ _ FIN15H FLOOR LINE
LEFT ELEVATION
TOM
SCALE: 1/8" = 14"
12
6 12
� Q 6
/SHINGLE
ROOF -7
TEXTURED I—J
FIN15H
c0 *
FINISH FLOOR LINE _ - - - TEMP.
REAR ELEVATION
SCALE: I/8" - I'-0"
-•— 5HINGLE
ROOF —
12
E6
12
Q 6 12
Q6
GRADE LINE
(A55UMED)
T.O.M. _
TEXTURED
FIN15H
b-
FIN15H FLOOR LINE .
GRADE LINE
(A55UMED)
12
Q6
STUCCO
T.O.M.
12 SHINGLE FIN15H
6 � ROOF —•- T.O.M. _
T,O.M,
TYP.
4XTURED / TEXTURED
eO RETURN * * FINISH 7 � FINISiN 7
AT 51DES TEMP. f
FIN15H FLOOR LINE FIN15H FLOOR LINE
GRADE LINE
RIGHT ELEVATION (A55UMED)
SCALE: 1/8" = 1'-0'
ELEVATION "ME - MEDITERRANEAN'
GARAGE RIGHT
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(IF APPLICABLE)
RAI5ED
SAND FIN15H
TEXTURED BANDING
NOTE:
THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55
OF ALL RA15ED TEXTURED FIN15H BANDING
AND SAND FIN15HED KEYSTONES (WHERE
APPLICABLE) IF THICKNE5515 TO BE
DIFFERENT IT WILL BE CALLED OUT AT
SPECIFIC KEYNOTE CALL -OUT
INSTALLATION OF EXTERIOR LATHING AND FRAMING
APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH
EDITION (2014) R103.6.1 AND 45TM C 1063.
THICKNE55 OF TEXTURED FINISH OVER FRAME
APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014)
8103.6.2 AND 45TM C 92(o.
TYP. CROSS-SECTION OF RAISED
TEXTURED FINISH BANDING AND r
OR SAND FINISH KEYSTONE
SCALE: 3" - I'-0"
C,Lf: AR OF)[ _Nk,; I, Iii is
IN DWE'NG UNITS, WHERE THE OI LNN,u Or AN OPERABLE
WINDOW 5 'LOCATED MORE 114N ') V HE5 ABOVE THE
FIN151IED GRADE OR 5URFAGE lWE LOWEST PART
OF TIH,_ CLEAR OPENING OF TIE WiNf-�OW 5H4LL BE A
MINIMUM C;P 24 INCHES ABOVE THF F'Ni 7HED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 0�''":ED. OPERABLE
5ECTION5 OF WINDOWS SNALL NOT PERMIT OPENING5 THAT
ALLOW F455AGE OF 4 INCH 1)!4`FTER SPHERE WHERE
SUCH OFFNING5 ARE I.,OCATED JI,
,H'N 24 INCHES OF THE
FIN15E-ED N.00R PER F.B.C.R. - 5TH EDITION (2014) R312,2
WINDOW FALL PREVENTION DFVICE3 AND WINDOW GUARDS,
WHERE FROVIDED, 5H4LL COMPLY WITH THE
REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION
(2014) 8312.2
<t
d
40'-0"
(VERIFY W/ TRUSS MANUF)
SECTION AA
SCALE: 1/6" - 14"
12
12
6 4INGLE
ROOF
T.O.M. T.O.M.
EH
TEXTURED
6, o FINISH 6,
FIN15H FLOOR LINE _ _ _ _ _ _ _ _ _ FIN15H FLOOR LINE
LEFT ELEVATION
TOM
SCALE: 1/8" = 14"
12
6 12
� Q 6
/SHINGLE
ROOF -7
TEXTURED I—J
FIN15H
c0 *
FINISH FLOOR LINE _ - - - TEMP.
REAR ELEVATION
SCALE: I/8" - I'-0"
-•— 5HINGLE
ROOF —
12
E6
12
Q 6 12
Q6
GRADE LINE
(A55UMED)
T.O.M. _
TEXTURED
FIN15H
b-
FIN15H FLOOR LINE .
GRADE LINE
(A55UMED)
12
Q6
STUCCO
T.O.M.
12 SHINGLE FIN15H
6 � ROOF —•- T.O.M. _
T,O.M,
TYP.
4XTURED / TEXTURED
eO RETURN * * FINISH 7 � FINISiN 7
AT 51DES TEMP. f
FIN15H FLOOR LINE FIN15H FLOOR LINE
GRADE LINE
RIGHT ELEVATION (A55UMED)
SCALE: 1/8" = 1'-0'
ELEVATION "ME - MEDITERRANEAN'
GARAGE RIGHT
• JOB NUMBER 26002.235 •
CAD FILE NAME LOT 25
ISSUED 10-06-16
REVISED 10-21-16
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CAD FILE NAME LOT 25
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REVISED 10-21-16
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SIDE ELEVATIONS
ROOF PLAN
BUILDING SECTION
DETAILS
II
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DESIGN GROVP
150 STATE STR.E..ET EAST
01 DSMAR, FLORIDA 34677
813.925.1300 TEL
813.925.1800 FAX
W W W.DAVISBEWS.CAM
TAMPA • DENVER.
EST. 1994
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SIDE ELEVATIONS
ROOF PLAN
BUILDING SECTION
DETAILS
II
#3 _._. 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
hWUI- IVIA I tKIAL NtK
ELEVATIONS WITH APPROVED
UNDERLAYMENT (REFER TO
COVER SHEET)
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C.
HURRICANE STRAP PER
ROOF FRAMING PLAN
OIL BRG. HGT
ALUM. DRIP EDGE
2x6. FASCIA
VENTED ALUM. SOFFIT
SHEATH & EXT. FINISH
WINDOW FLASHING AS REQ'D
1x4 WINDOW TRIM
DBL.
HEADER
TYPICAL WINDOW AND SLIDING GLASS
DOOR "Z" FLASHING DETAIL
OPTION - A
FLASHING
WOODEN
SIDING
SILL PLATE
SEE NOTE #2 ---J
WALL SHEATHING
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
SILL PLATE
3. INSTALL SILL FLASHING AS SHOWN ABOVE
4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT
5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING
LAPS
TYPICAL FLASHING DETAIL AT SILL PLATE
TIE-IN WITH WEATHER RESISTIVE BARRIER:
1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH
FLASHING TO FORM WATER SHEDDING LAPS
2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING INSTALLATION
4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER
5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING
AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE
FLASHING
15/32 O.S.B. SHEATHING
BUILDING WRAP BEYOND
PROVIDE SELF ADHERED Z
FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND
i
SHOWN, PROVIDE 4" -1" BEAD OF
CONST, ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER
UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING
AND RETURN UP JAMB 6". USE AND DECK FLASHING.
LIQUID NAIL BRAND OR EQUAL i
EXTERIOR FINISH
WATER PROOF CAULKING
PER BUILDER -7
.t
PROVIDE SELF ADHERED
FLASHING
LAPPING DOWN OVER RIM JOIST
AND UP WALL BY 6"
WATERPROOF MEMBRANE
1 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
i
�F�TyF FOLD UP WEATHER
R RESISTIVE BARRIER &
TEMPORARILY SECURE
/ ,SFS/ST
��0 \ eqR
P
0P SILL PLATE
(SEE DETAIL B
O
C2) FOR OPTIONS)
0P�
TYPICAL SLIDING GLASS DOOR FLASHING DETAIL
MECHANICALLY FASTEN AS
NECESSARY IN CORNERS
THROUGH FLASHING
WEATHER
RESISTIVE
BARRIER
TAPE
(ASSEMBLED FLASHING
WINDOW)
HEAD FLASHING TIE-IN
INSTRUCTIONS:
WEATHER
RESISTIVE
BARRIER
DO NOT FLASH
OVER BOTTOM �l
NAILING FLANGE
`2)
WEATHER RESISTIVE
BARRIER
CORNER PATCH
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
FOLD UP WEATHER RESISTIVE
BARRIER & TEMPORARILY SECURE
EXTERIOR
SHEATHING
SILL PLATE
FLASHING
NOTES:
1. CUT, FOLD UP & TEMPORARILY
SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
INSTALLATION SILL PLATE
2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
WEATHER RESISTIVE BARRIER
4. INSTALL FLASHING AND WEATHER RESISTIVE
3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
BARRIER BACK OVER HEAD
FLASHING AND SEAL WITH TAPE
TYPICAL WINDOW FLASHING DETAIL
PROVIDE SELF ADHERED
FLASHING
LAPPING DOWN OVER RIM JOIST
AND UP WALL BY 6"
WALL COVERING
2X4'S @ 16" O.C. BRG EXT WALL
FLASHING TO EXTEND 36"
7/16" O.S.B. SHEATHING
BUILDING WRAP BEYOND
FLASHING.
CEMENT PLASTER STOP
WATERPROOF MEMBRANE
20" FLOOR
TRUSS
SEE STRUCTURAL FOR
CONNECTORS
24" FLOOR TRUSS
SEE STRUCTURAL
8' CMU BLOCK
TYPICAL FLASHING AT BALCONY
EXTERIOR FINISH
PER BUILDER
PROVIDE FLASHING
BOOT AT POSTS
WATERPROOF MEMBRANE
7/16" O.S.B. SHEATHING
FLASHING.
2X8 TRIM BOARD
STUCCO "J" MOLD
7/16" O.S.B. SHEATHING
TEXTURED CEMENT
PLASTER FINISH
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
JOB NUMBER 26002.235
CAD FILE NAME LOT 25
ISSUED 10-06-16
REVISED 10-21-16
•
9-ju-) L_
DAVIS B EWS
DESIGN GROVP
•
EST. 1994 c-
R703.2 WATER -RESISTIVE BARRIER
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ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF
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ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER
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THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND
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TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE
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APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT
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JOB NUMBER 26002.235
CAD FILE NAME LOT 25
ISSUED 10-06-16
REVISED 10-21-16
WITH SECTION R702.7 OF THE CODE.
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DAVIS B EWS
DESIGN GROVP
150 STATE STREET EAST
OUXMW FLORIDA 34677
813. 925. 1300 TEL
813. 925.1800 FAX
W W W.DAVISBEWS.COM
TAMPA • DENVER
EST. 1994 c-
WITH SECTION R702.7 OF THE CODE.
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R703.2 WATER -RESISTIVE BARRIER
N = 00
ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH
mom
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ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF
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ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER
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THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS
to*
THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND
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TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE
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APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT
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ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING �� ` •e•'•••.e..• �'
COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711411 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 z
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 ND EXT V
E
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
T
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. Ln
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS.
1.4 IN ACCORDANCE WITH FMA/AAMA 100 FMA/AAMA 200 FMA/WDMA 250 OR FMA/AAMA/WDMA 300.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. J
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. 2055
e
6. AT WALL AND ROOF INTERSECTIONS.
7. AT BUILT-IN GUTTERS.
FLASHING DETAILS
N.T.5,
e TI TLE •
FLASHING DETAILS
• SHEET3A3
•
5PEATHING
TEXTURE
FIN15H COAT
BROWN COAT
5CRATCH COAT
5ELF-FURRING
LATP
TWO LAYERS WRB
WEEP 5CREED
TERMINATE 5ELF
ADPE51VE FLA5PING
AT LOWER N05E OF
1115.
5ELF ADHESIVE
FLASHING
MA50NRY BLOCK
WALL
WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL
EXTERIOR SHEATHING
REFER TO TECHNICAL /
LETTER ON CHEMICAL /
COMPATIBILITY °
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR -
3l4"-1" BEAD OF CONSTR, SHEATHING
ADHESIVE TO BE APPLIED UNDER -- - -.
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND I
OR EQUAL WEATHER PROOF CAULKING
WINDOW UNIT
SLOPE
0.3 in: 12.0 in
(0.6 cm: 30.5 cm)
SELF -ADHERED FLASHING
EXTERIOR
CEMT, FIN.
BUILDING PAPER
7--- WIRE LATH
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT
INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE
FLASHING JAMB & HEAD THROUGH SELF -ADHERED
FLASHING, SEE FLASHING— SELF ADHERED FLASHING
FLANGED WINDOW
(SEE DETAIL WP01)
SCORED _ \`
RELEASE PAPER
SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE
EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE
VERTICALLY FROM ADHESIVE AS SHOWN)
BOTTOM OF
/ THRESHOLD
SECTION -A (SEE
DETAIL WP02)
/ \
SELF -ADHERED FLASHING
NAILING FLANGE SELF -ADHERED
FLASHING
21
DO NOT FLASH OVER i / / v- SEAL TOPS OF 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
HALF ROUND WINDOW EXTERIOR DOOR WITH DECK
WALL SHEATHING ��\!%/%'�
ASPHALT SEALANT: ��ii/'ir'l- CONT. GALV. "L"
EXTEND MIN. OF 6" ������ FLASHING PER TEXTURED; PAIN' "
OUTSIDE OF FLASHING / I MANUFACTURES EXTER. WALL FIF
j
SPECIFICATIONS ROOF CRICKET:
MIN: 3:12 SLOPE PLASTER STOP
— CRICKET AS (REQUIRED AT
SPECIFIEDALL LEVEL VALLEY -VERTICAL WALL BEAUTY STRIF
BY PLAN LOCATIONS) / AT ENTRY SHINGLE OVEI
6 / - FLASHING W/
' \ CONT. GALV.
DIVERTER FLASHING PER
MANUFACTURI
FLASHING \\
Miys \ �� y / SPECIFICATIOI
`�\ OVER ROOF
\ ROOF MATERIAL PER SHINGLES W/
ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED
DRIP EDGE AT ALL VERTICAL WALL INTERSECTIONS
'.,\\ UNDERLAYMENT (REFER TO
FASCIA COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS.
PRE-ENGINEERED ROOF
c"
SELF -ADHERED FLASHING
INSIDE CORNER
C`\
ASPHALT BASED
SEALANT APPLIED
BEHIND FLASHING
AND EXTENDING A
MINIMUM OF 6" ABOVE
VERTICAL RISE OF
FLASHING AT KNEEWALL
SEALANT
HIND DETAILS
TRUSSES AT 24" O.C. BEAUTY STRIP ROOF
SHINGLE OVER
FIGURE 1: FLASHING INSTALLATION
FLASHING W/ TAR FLASHING INSTALLATION
CONT. GALV "L" WHERE ROOF MEETS VERTICAL WALL
FLASHING PER
TEXTURED, PAINTED MANUFACTURES
EXTERIOR WALL FINISH SPECIFICATIONS
:° .•.:°° :°. ;.°o ..°. ��.^.. OVER ROOF
SHINGLES W/ TAR
—HOLD EXTERIOR
FINISH 2" ABOVE
y,rf'`°y,�.• ROOF SHINGLE PER oGe
" - \ CONTRACT a
FLASHING
CAULKING
p ROk ' \a
TYPICAL ROOF TO Fq ON 0
WALL FLASHING DETAIL
RAKE METAL DRIP EDGE
FIGURE 2: WALL FINISH
ASPHALT SEALANT:
EXTEND MIN. 6" ABOVE
FLASHING
6 TO 12"
PER PLAN
6" HIGH \ \� PEC'S.
DIVERTER 6
FLASHING j
\ GALV. 'L' FLASHING
TYPICAL.
ROOFING FELT
\ DRIP EDGE
FASCIA
FIGURE 3: CORNER DETAIL
TO BE OVER
—�� LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT U-1
CERTAINTEED WINTERGUARD GABLE ENDS
WATERPROOFING SHINGLE
UNDERLAYMENT OR EQUIVALENT
DIRECTLY TO DECK
SAVE 7" PIECES
TO USE IN 5TH
COURSE
EMBED EACH SHINGLE IN A 2"
DO NOT NAIL WITHIN 6" OF i WIDE STRIP OF ASPHALT
VALLEY CENTERLINE I I RAGING CEMENT.
- CUT 2" DIAGONALLY OFF
UPPER CORNER OF
TRIMMED SHINGLE
SCUT SHINGLES 2" BACK FROM
VALLEY CENTERLINE
i'
REMOVE
FIGURE 4: VALLEY DETAIL
METAL DRIP EDGE TO
BE UNDER
UNDERLAYMENT AT
ROOF EAVES -
RooF OE�K
S/vol\_ M�N�
\ \ A;100
SPP
N
5�N Go�R4 N ooVRSE 3�a GOVRGo0RSE \gE
2No 1ST 00 \ • _/
29 �
e 2$„ EAVES
7, FIRST STARTER SHINGLE
EXTEND THE SHINGLES OVER
THE RAKE AND EAVES ABOUT
1/2" IF DRIP EDGE IS USED, OR
ABOUT 3/4" IF NO DRIP EDGE IS
USED.
7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN
IN ACCORDANCE WITH ACCORDANCE WITH
ASTMC926 ASTMC926
WEATHER RESISTIVE
BOTTOM OF
BARRIER
�
DOOR ROUGH OPENING
WOOD FRAME CONSTR.
MATERIAL W/ METAL LATH IN
SELF -ADHERED FLASHING
3/4"-1" BEAD OF CONSTR.
BY LAPPING DOWN
ADHESIVE TO BE APPLIED UNDER
OVER RIM JOIST AND UP
THRESHOLD OF DOOR AND RETURN
WALL BY 6 IN.
UP JAMB 6". USE LIQUID NAIL BRAND
\
OR EQUAL WEATHER PROOF CAULKING
7/16" O.S.B.
II
4
,'
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
SHEATHING
UNDER DECKING
SUBFLOOR
(SEE DETAIL WP07)
--- - RIM JOIST
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR -
3l4"-1" BEAD OF CONSTR, SHEATHING
ADHESIVE TO BE APPLIED UNDER -- - -.
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND I
OR EQUAL WEATHER PROOF CAULKING
WINDOW UNIT
SLOPE
0.3 in: 12.0 in
(0.6 cm: 30.5 cm)
SELF -ADHERED FLASHING
EXTERIOR
CEMT, FIN.
BUILDING PAPER
7--- WIRE LATH
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT
INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE
FLASHING JAMB & HEAD THROUGH SELF -ADHERED
FLASHING, SEE FLASHING— SELF ADHERED FLASHING
FLANGED WINDOW
(SEE DETAIL WP01)
SCORED _ \`
RELEASE PAPER
SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE
EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE
VERTICALLY FROM ADHESIVE AS SHOWN)
BOTTOM OF
/ THRESHOLD
SECTION -A (SEE
DETAIL WP02)
/ \
SELF -ADHERED FLASHING
NAILING FLANGE SELF -ADHERED
FLASHING
21
DO NOT FLASH OVER i / / v- SEAL TOPS OF 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
HALF ROUND WINDOW EXTERIOR DOOR WITH DECK
WALL SHEATHING ��\!%/%'�
ASPHALT SEALANT: ��ii/'ir'l- CONT. GALV. "L"
EXTEND MIN. OF 6" ������ FLASHING PER TEXTURED; PAIN' "
OUTSIDE OF FLASHING / I MANUFACTURES EXTER. WALL FIF
j
SPECIFICATIONS ROOF CRICKET:
MIN: 3:12 SLOPE PLASTER STOP
— CRICKET AS (REQUIRED AT
SPECIFIEDALL LEVEL VALLEY -VERTICAL WALL BEAUTY STRIF
BY PLAN LOCATIONS) / AT ENTRY SHINGLE OVEI
6 / - FLASHING W/
' \ CONT. GALV.
DIVERTER FLASHING PER
MANUFACTURI
FLASHING \\
Miys \ �� y / SPECIFICATIOI
`�\ OVER ROOF
\ ROOF MATERIAL PER SHINGLES W/
ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED
DRIP EDGE AT ALL VERTICAL WALL INTERSECTIONS
'.,\\ UNDERLAYMENT (REFER TO
FASCIA COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS.
PRE-ENGINEERED ROOF
c"
SELF -ADHERED FLASHING
INSIDE CORNER
C`\
ASPHALT BASED
SEALANT APPLIED
BEHIND FLASHING
AND EXTENDING A
MINIMUM OF 6" ABOVE
VERTICAL RISE OF
FLASHING AT KNEEWALL
SEALANT
HIND DETAILS
TRUSSES AT 24" O.C. BEAUTY STRIP ROOF
SHINGLE OVER
FIGURE 1: FLASHING INSTALLATION
FLASHING W/ TAR FLASHING INSTALLATION
CONT. GALV "L" WHERE ROOF MEETS VERTICAL WALL
FLASHING PER
TEXTURED, PAINTED MANUFACTURES
EXTERIOR WALL FINISH SPECIFICATIONS
:° .•.:°° :°. ;.°o ..°. ��.^.. OVER ROOF
SHINGLES W/ TAR
—HOLD EXTERIOR
FINISH 2" ABOVE
y,rf'`°y,�.• ROOF SHINGLE PER oGe
" - \ CONTRACT a
FLASHING
CAULKING
p ROk ' \a
TYPICAL ROOF TO Fq ON 0
WALL FLASHING DETAIL
RAKE METAL DRIP EDGE
FIGURE 2: WALL FINISH
ASPHALT SEALANT:
EXTEND MIN. 6" ABOVE
FLASHING
6 TO 12"
PER PLAN
6" HIGH \ \� PEC'S.
DIVERTER 6
FLASHING j
\ GALV. 'L' FLASHING
TYPICAL.
ROOFING FELT
\ DRIP EDGE
FASCIA
FIGURE 3: CORNER DETAIL
TO BE OVER
—�� LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT U-1
CERTAINTEED WINTERGUARD GABLE ENDS
WATERPROOFING SHINGLE
UNDERLAYMENT OR EQUIVALENT
DIRECTLY TO DECK
SAVE 7" PIECES
TO USE IN 5TH
COURSE
EMBED EACH SHINGLE IN A 2"
DO NOT NAIL WITHIN 6" OF i WIDE STRIP OF ASPHALT
VALLEY CENTERLINE I I RAGING CEMENT.
- CUT 2" DIAGONALLY OFF
UPPER CORNER OF
TRIMMED SHINGLE
SCUT SHINGLES 2" BACK FROM
VALLEY CENTERLINE
i'
REMOVE
FIGURE 4: VALLEY DETAIL
METAL DRIP EDGE TO
BE UNDER
UNDERLAYMENT AT
ROOF EAVES -
RooF OE�K
S/vol\_ M�N�
\ \ A;100
SPP
N
5�N Go�R4 N ooVRSE 3�a GOVRGo0RSE \gE
2No 1ST 00 \ • _/
29 �
e 2$„ EAVES
7, FIRST STARTER SHINGLE
EXTEND THE SHINGLES OVER
THE RAKE AND EAVES ABOUT
1/2" IF DRIP EDGE IS USED, OR
ABOUT 3/4" IF NO DRIP EDGE IS
USED.
7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN
IN ACCORDANCE WITH ACCORDANCE WITH
ASTMC926 ASTMC926
UNPERFORATED VULCUM CAULK BOTTOM
FLANGE 7/8" JOINT ONLY
\ WEEP SCREED
MAINTAIN
APPROVED WEATHER -RESISTANT
BOTTOM OF
APPROVED WEATHER -RESISTANT
WEEP SCREED
MATERIAL W/ METAL LATH IN
1 1/2" TO 2"
MATERIAL W/ METAL LATH IN
ABOVE ROOF
ACCORDANCE WITH ASTMC1063
SHEATHING
ACCORDANCE WITH ASTMC1063
J N -
BUILDING PAPER
BUILDING PAPER
\
WILL NEED TO BE
7/16" O.S.B.
II
7/16" O.S.B.
,'
SHEATHING
d
SHEATHING
'
La
..=
=.J cm
KEEP TOP EDGE OF WEEP
METAL
SCREED 2" BELOW TOP OF
'
FLASHING
BLOCK
.
O 0
=roe,
u.cm
3 1/2..
o�m
i
UNPERFORATED VULCUM CAULK BOTTOM
FLANGE 7/8" JOINT ONLY
\ WEEP SCREED
MAINTAIN
METAL FLASHING 3-1/2
BOTTOM OF
UNPERFORATED FLANGE 7/8"
WEEP SCREED
WEEP SCREED
1 1/2" TO 2"
C
ABOVE ROOF
1/2" CEMENTITIOUS
SHEATHING
DECORATIVE FINISH
J N -
® ®®�®®® ALL INSIDE AND
o°�®° ®® OUTSIDE CORNER
'
WILL NEED TO BE
MITER CUTAND
II
CAULKED ALL BUTT
t mvwcry i rLMO i cn IN JOINTS NEED TO BE
ACCORDANCE WITH ®°q®� ®®®°�
EMBEDDED IN
ASTMC926 OVER WOOD " ®°®•® ®• ° °�° ° SEALANT USING
2ND FLOOR VULCUM CAULK FOR
ALL
/
CEMENT
PLASTER
OVER
BLOCK 1 ST
FLOOR
NOTE:
THE BUILDING PAPER AND
METAL LATH MUST BE
INSTALLED OVER THE TOP
OF THE WEEP SCREED.
>UBLE JOIST
AM BELOW
1/2" CEMENT PLASTER
FINISH
2 1/2" PERFORATED
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
SELF -ADHERED -
FLASHING PATCH
)HERED FLASHING
THESE DETAILS ARE GENERIC AND MEANT
TO SHOW GENERAL FLASHING AND FLASHING
WATERPROOFING METHODS TO BE USED.
N.T.5.
• J08NUMBER 26002.235•
CAD FILE NAME LOT 25
ISSUED 10-06-16
REVISED 10-21-16
X
ro
150 STATE STREET EAST
OLDSMW FLORIDA 34677
813. 925 .1300 TEL
813.92.5.1500 FAX
W W W.DAVISBEW&COM
TAMPA • DENVER
C
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• J08NUMBER 26002.235•
CAD FILE NAME LOT 25
ISSUED 10-06-16
REVISED 10-21-16
• TITLE •
FLASHING DETAILS
• SHEET •
410 j
DAVIS BEWS
DESIGN GROUP
150 STATE STREET EAST
OLDSMW FLORIDA 34677
813. 925 .1300 TEL
813.92.5.1500 FAX
W W W.DAVISBEW&COM
TAMPA • DENVER
EST. 1994 ( �
• TITLE •
FLASHING DETAILS
• SHEET •
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
P WEATHERPROOF DUPLEX OUTLET
.F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
13 THREE-WAY SWITCH
14 FOUR-WAY SWITCH
$ D DIMMER SWITCH
+ CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
RECESSED INCANDESCENT LIGHT FIXTURE
P� LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
ELECTI CAL T'
g
EXHAUST FAN
;p.
EXHAUST FAN/LIGHT COMBINATION
n
ELECTRIC DOOR OPERATOR (OPTIONAL)
�-� EST. 1994
CHIMES (OPTIONAL)
PUSHBUTTON SWITCH (OPTIONAL)
TYR 14 AND '2 COPPER TO
CARBON MONOXIDE DETECTOR
®
SMOKE DETECTOR
5p a�
SMOKE / CARBON MONO, COMBO DETECTOR
PANEL
TELEPHONE (OPTIONAL)
TELEVISION (OPTIONAL)
0
THERMOSTAT
WATER HEATER
ELECTRIC METER
=
ELECTRIC PANEL
SERVICE BY
DISCONNECT SWITCH
ro T�
0 000
SPEAKER (OPTIONAL)
---
ROUGH -IN FOR OPT. CEILING FAN
��
CEILING MOUNTED INGANDESGENT LIGHT FIXTURE W/
G J
ROUGH -IN FOR OPT, CEILING FAN
NOTES -
I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.() 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 ABV COUNTERTOP)
TELEV15ION... 14"
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 ALAS 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.G.I. PROTECTED (GRP
6. IT 15 THE RE5PON51BILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
ELECTRICAL, WORK IS IN FULL COMPLIANCE WITH NRP.A.10, N.E.C. 2011, FB.C.R. - 5TH
EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
1. EVERY BUILDING HAVING A FOSSIL -FUEL -5UI;lING HEATER OR APPLIANCE,
FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N
MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
PURPOSES.
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
BATTERY BACKUP. COMBINATION SMOKE/CARSON MONOXIDE ALARMS SHALL BE
LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY,
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY,
MICROWAVE
OUTLET +14"
220v.
G.C. VERIFY
UNDER CABINET
LIGHTING
4/0 ALU. CABLE
MAIN DISCONNECT
METER
A/C
DISC.
COMBO - SQUARE D
�-� EST. 1994
Lo
C 0 o
TYR 14 AND '2 COPPER TO
REFER TO FLOOR
INSIDE LIGHTS AND OUTLETS
PLAN FOR NOTED
MAIN DISC,
PANEL
AMPS. REQUIRED
90 COPPER TO
WATER HEATER
UNDERGROUND
"8 COPPER TO RANGE
SERVICE BY
ro T�
0 000
POWER COMPANY
---
$4 COPPER TO 5/8" GROUND ROD
ALSO SERVICE TO BE BONDED
TO FOOTING 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,
MICROWAVE
OUTLET +14"
220v.
G.C. VERIFY
UNDER CABINET
LIGHTING
• JOB NUMBER 26002.235 •
CAD FILE NAME LOT 25
ISSUED 10-06-16
REVISED 10-21-16(nowC)
2055
x
FAX
W W W.DAVISBEWS.COM
TAMPA •DENVER.
�-� EST. 1994
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• JOB NUMBER 26002.235 •
CAD FILE NAME LOT 25
ISSUED 10-06-16
REVISED 10-21-16(nowC)
2055
FAX
W W W.DAVISBEWS.COM
TAMPA •DENVER.
�-� EST. 1994
1.1
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DAMS eEWS
DAVIS BEWS
DESIGN GROVP
150 STATE STREET EAST
QLDSMAR, FLORIDA 34677
813.925.1300 TEL
813. 925.1800
ELECTRICAL PLAN
GARAGE RIGHT4
• TITLE •
ELECTRICAL PLAN
COACH
• SHEET •
OPT. \ / OPT.
LIGHTING LIGN? Wj
GENERAL NOTES METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD INDEX OF D RAW I N G S
IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, W
FOUNDATIONS METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL Q
SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS OF PRESSURE HAVE
THE TREATEDAPPROPRIATE
ACOATING
THEFOR
USE
W (IGH THE
DIFFERENT TYPESOF SHEET SHEET TITLE
MINIMUM BEARING CAPACITY 2000 PSF MAX. DRY DENSITY DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM
MIG50 ZINC COATING - -- -- - - - -- --
TERMITE TREATMENT 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE S1 STRUCTURAL NOTES
THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF (NON-DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING.
SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S2 FOUNDATION PLAN
IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA PRESERVATIVE WOOD TREATER.
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
CAST IN PLACE CONCRETE 4 STAINLESS
TREATED CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF S3 DOWEL PLACEMENT PLAN
PRESSURE z
1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS PREFABRICATED WOOD TRUSSES O
OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR +S4 ROOF FRAMING PLAN
ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT S4.1 NOTES &CONNECTOR LEGEND �
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY i U
CONFORMING TO ASTM A-615 GRADE 40. REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE S5 LINTEL- PLAN
.r U
o W
WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE 0
WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND SD1 FOUNDATION DETAILS o
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE STRUCTURAL PLANS FOR MORE INFO.
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO S D2 GENERAL DETAILS
�
DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301. BY COMPONENTS AND CLADDING METHOD U.N.NO. BY TRUSS ENGINEER OF RECORD
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING 3, PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST SD3 GENERAL DETAILS
BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24 LAP EXCLUDING BEND EDITION OF ANSI TPI 1. c
AT EACH END SHALL BE PROVIDED. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQ'D BY TRUSS MANU. U.N.O. S D4 GENERAL DETAILS �'
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE BAR DIAMETERS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF STRUCTURAL STEEL
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50,
CENTER TO UPPER 1/3 OF THE SLAB. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: ct>
BOLTS AND THREADED RODS TRUSS DESIGN LOADS :
ASTM A53, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL &MISC. STEEL: O uj
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TOP CHORD: Lr = 16 PSF A36 Fy=36 KSI. �,� 4e''i,
STEEL BOLTS LESS THAN ONE-HALF-INCH (12.7 mm) DIAMETER DL = 7 PSF (SHINGLE TYPE ROOF COVER) 2. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL r.• �,,
00
2. USED AS FASTENERS FOR PRESSURE PRESERVATIVE-TREATED WOOD SHALL DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) A325N BOLTS SHALL BE BROUGHT TO A "SNUG-TIGHT" CONDITION , AS DEFINED u. x Y o
BE OF HOT-DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, DL = 14 PSF (TRUSS OVERBUILD)IN THE SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE��FULLY TENSIONED : l = Z
SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH BOTTOM CHORD: DL = 5 PSF
ASTM A 153. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE MINIMUM FLOOR DESIGN LIVE LOADS: PER SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8 DIA. TO BE A307
THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL 4 `p J
3 COAPERTINGED TO BE WEIGHTS IN ACCORDANCELWITDEPOSITED H ASTM B 6195, CLLASSDSTEEL 55, MINIMUM. B) BALCONIES 40 PSF
60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM MASTER U PDATE�7 '• �` LU
A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT •' ��o`*e Z
MASONRY WALL CONSTRIVCTION C) DECKS = 40 PSF �, ,,� ��� Q
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, D) STAIRS = 40 PSF SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE ✓,00 'Mr`; P `. p
FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - NUMBER DATE DESCRIPTION INTIALS °'/°"" 00 m
CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 16" UNO.
LL
2000 PSI (f'm = 1900 PSI) MINIMUM FLOOR DESIGN DEAD LOADS:01
15 PSF = 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 A) FLOORS INCLUDING PROFILES SIZES SPACING AND LOCATIONS OF STRUCTURAL CREATED ELEV. FC, NC, ME, & NCII w/ GARAGE OPTIONS, OPT BED 4
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". B)BALCONIES = 15 PSF MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 1 5/7/2015 AND MINOR OPTIONS EA ll
4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE GENERAL LOADING: 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER COLOR AS DIRECTED V
OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. ATTIC WITHOUT STORAGE = 10 PSF ( O
/ ATTIC WITH LIMITED STORAGE = 20 PSF BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY-ON FIRE
5. VERT. REINF. SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF PROTECTION.
COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN THEw Moly
GUARDRAILS IN-FILL COMPONENTS = 50 PSF 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY P� ^^ O bJ ch
CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND G H Ipll'I fyl� N
6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP & BOTTOM & ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER.
AT A MAX. SPACING OF 8'-0" U.N.O. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA a
7. REINFORCING STEEL SHALL BE LAPPED PER TABLE BELOW U.N.O. ON DRAWINGS. RECOMMENDATIONS FOR MIN. 7/16"OSB SHEATHING
-MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD 0 ROOF HIP/RIDGE TO PREVENT r"� O O
0
REBAR SIZE MIN. LAP SPLICE LENGTH SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). d w
,� BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS ® 12" O.C. MAX & 4" FROM EA. END. NOTE: uta ti4 4=
z
#5 25 PLYWOOD EDGES ® HIP CORNERS REQ. MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EA. END. tis�G ami
#6 30" -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS 0,9 U
#7 35 MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN 0 10'-0" MAX AND EQUALLY con
SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR o 0�
8. HOOKS AT THE TOP & BOTTOM OF VERT. REINF. BARS TO BOND COURSE & (4) BAYS AFTER GABLE END BRACING. SEE BCSI-83 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF 0
FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND PLANE PERMANENT BRACING REQUIREMENTS.
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR pa"Q Im
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH
10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6"
11. PROVIDE GROUT STOPS BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP MIN PAST BOTTOM CHORD.
OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED �^
BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ON TRUSS SHOP DRAWINGS & BCSI-B3. VJ
12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB W
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). Z
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d c Cn U
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318 LATEST EDITION 5.11.1 TOENAILS REQ D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED O W J o d
14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE FILLED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12"TALL: 2x4 SYP #2 BEHIND THE TRUSS o
CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d P ` 06 W d M E
CONSOLIDATION. NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) Q n v� u - m
WOOD CONSTRUCTION DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. DESIGN PRESSURES Z U ~ �-
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NEPA NATIONAL DESIGN H v) o
" 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS BEARING O w z CO
POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL J U) X z a' o 8
P
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) WIND DESIGN LOAD INFORMATION o O a
BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS AND ALL TRUSS TO TRUSS HANGERS. :DQ �' "
2. ALL EXTERIOR WOOD STUD WALLS, WIND SPEED (ULTIMATE) 139 mph Cn 0 ►- P w w o
STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES WIND SPEED (ALLOWABLE) 108 mph Z q a w z o
SHALL BE SPRUCE- PINE-FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED WIND EXPOSURE B OU 02 o � a a
1. OMITTED REBAR
REGARDLESS OF SPECIES. U.N.Q. ON FRAMING PLANS OR DETAILS DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED RISK CATEGORY II QN
3. FIELD-CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD N
REBAR, AND INSTALL VERTICAL REBAR (SIZE AS NOTED ON PLAN) INTO EPDXY BUILDING TYPE V B Co F- U-
SHALL
SHALL BE TREATED IN THE FIELD OITHED IN ACCORDANCE WITH AWPA M4.R STRUCTURE &ARE EXPOSED TO WEATHER FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVALENT. ENCLOSURE CLASSIFICATION ENCLOSED � J Z O
4. THE PORTIONS OF GLUED-LAMTIMBERS THAT FORM THE STRUCTURAL FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS INTERNAL PRESSURE COEFFICIENT +/- 0,18 H
SUPPORTS OF A BUILDING OR OTHEFROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO
& NOT PROTECTED BY A ROOF, SAVE OR SIMILAR COVERING SHALL BE PRESSURE APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S EFFECTIVE WIND WIND PRESSURE AND SUCTION (PSF)
TREATED w/ PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR w
SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING BONDBEAM POUR. W
PRESERVATIVE-TREATED WOOD. U)USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR AREA (SQ FEET) (+) VALUE DENOTES PRESSURE � W
5. ALL LUMBER SPECFIED ON DRAWING ARE INTENDED FOR DRY USE ONLY (MOISTURE =
CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING &FIRE SAFETY SYSTEMS ARE THE DIAMETERS(EXCLUDING BEND). (-) VALUE DENOTES SUCTION
RESPONSIBILITY OF THE CONTRACTOR & TO BE DESIGNED AND DETAILED BY OTHERS. 2. STRAPS/CONNECTOR SUBSTITUTION_
MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR AREA
6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER O4 �5 S
GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION,+ 21.2 (+)21.2
OR THE STUD UP TO 1 DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 10 ( ) (
1" IN DIA FOR PLUMBING LINE'S, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD 3. STAIR CONSTRUCTION - 22.9 - 28.3
Fn
SHOES, TYP U.N.O. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY 20 + 20.2 (+ 20.2
7. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE BE USED FOR RISERS & TREADS ILO 2x12'S - 22.0 -)26.4
TO STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE TYPE OF 4. METAL STUD SUBSTITUTION 50 +19.0 (+)19.0
-
WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTOR THAT RESIST CORROSION. WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS 20.8 (-)23.9
FOR EXAMPLE. ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR 5. OMITTED J-BOLT 100 �+�l 8.0 (+)18.0
STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J-BOLTS W/ WASHER - 19.8 -)22.0
8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. GARAGE DOORSW
BE PRESSURE TREATED. „
9 -0 x 71-000 16 -0 x 7t-Oto � -1/2%6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE �
9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY.
USED ILO 1 /2" J-BOLT. + 18.4 + 17.7 Z N
SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W/OUT WOODEN TOP PLATES. 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS - 20.9 - 19.7 cy 0 1-
10. SEE PLAN FOR STUD PACK & BEAM NAILING PATTERNS 7. MORTAR JOINTS
ENGINEERED LUMBER NO VERT. � Z Z
-FOR BED JOINTS 1 /2 TO 1 ,GROUT FILL CELLS IN BLOCK AFFECTED ( E v� O
ALL ENG. LUMBER IS TO HAVE THE MIN. DESIGN VALUES BELOW: (/� Q
COLUMNS BEAMS STUDS REINF. REQUIRED) WIND PRESSURE SUCTIONLij
E = 1,800,000 Ib/in' U.N.O. E - 2,000,000 Ib in' U.N.O.E 1,500,000 Ib int U.N.O. )- FOR HEAD JOINTS GREATER THAN 3/4 , GROUT FILL CELL IN BLOCK AFFECTED ON DIAGRAM 5 5 co �
/ EITHER SIDE OF JOINT. PROVIDE 1 5 VERT. REINF. IN EACH CELL CONT. PER PLAN. LO
Fb = 2500 IFb = 3000 Fb = 2200 ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS 4 5 5 4 ,, O O O
Ft = 1500 IFt = 1700 Ft = 1500 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE M N
SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE m
Fc II= 3000 Fc II= 3000 Fc �I= 2100 EPDXIED INTO TIE BEAM OR FOOTING tel✓' (~) 0 Z
Fc 1 = 900 IFc 1 = 900 Fc 1, = 450 8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE WJ W W
Fv = 285 IFv = 285 Fv = 150 (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. STANDARD DESIGN PRESSURE NOTES -� �., o O
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN GING CMU WALL 0 Q O
# 9. OVERRAN 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CL
CONDITION U.N.O. -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEBEAM AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA CL ~ ~
CEILING CONSTRUCTION
1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24O.C. FRAMING U.N.O. VERTICAL CELLS PER PLAN. BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON
2. 5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2 TO 1-1/8", GROUT FILL THE LINEAR INTERPOLATION FOR THIS SITE.
LIVING SPACE IS ABOVE THE GARAGE. FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, DAFTNG:STRUCTURAL ENG: BED
VERTICAL CELLS PER PLAN _
UNDER STAIR PROTECTION 2 STORY HOME IS 3OFT DRAFTING:
1. ENCLOSED ACCESSIBLE SPACE (UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/8", CONTACT ENGINEER OF 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE
-srRucR: TNT
RECORD FOR APPLICABLE REPAIRS. WIND PRESSURES.
& ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE w/ 1 /2"(12.7MM) GYP. B.D. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR
QC CHECK: CC
BUILDING CORNERS. JOB No. TM - 2153194
5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR - - - - --
SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER SCALE: AS INDICATED
EFFECTIVE AREAS. DATE 10/11/2016
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. si
REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS
A n- n-'
FOUNDATION PLAN
1/4"= 1 1-011
FOUNDATION NOTES:
1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE
LAPPED MIN. 6" AND SEALED.
2. PROVIDE 3-1/2" 3000PSI 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 CURRENT
CODE EDITION.
3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM
ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.
LAP SPLICES SHALL BE NO LESS THAN 25".
4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR
RECESSING DOOR SILLS.
5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.
6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE
SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)
CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4' OF THE
THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR
USE ALTERNATE APPROVED METHOD.
7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY
COMMUNITY & COUNTY CODES.
8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL
SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE
AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
9. NO WOOD STAKES PERMITTED IN FOUNDATION.
10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED
DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO
DETERMINE STEP LOCATIONS IF REQUIRED
11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS
AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD
FOOTING STEP DOWN AND CORNER INFORMATION.
12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE
SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH
PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION
13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER
COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS
FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE
PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL
CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,
COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS
DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR).
THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS
BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000
PSF.
14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO
DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE
STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND
FOOTING SIZES PENDING DEPTH OF STEMWALL
FOOTING SCHEDULE
O12"x12"x12" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
2O24"x24"x12" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.
2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.
2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
32"x32"x12" dp w/ #5's EQUALLY SPACED EA.
2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
O36"x36"x12" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
42"x42"x12" dp w/ #5's EQUALLY SPACED EA.
3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
4O48"x48"x12" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
54"x54"x16" dp w/#5's EQUALLY SPACED EA.
4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
O60"x60"x16" dp w/#5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
SYMBOLS LEGEND
■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG.
TO TIE BEAM (8'-0" O.C. MAX U.N.O.).
• INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.
TO TIE BEAM.
123 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.
#5 CONT. FT.G TO TIE BEAM.
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STRUCTURAL ENG: BED
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-STRUCT: TNT
QC CHECK: CC
JOB No. TM - 2153194
SCALE: AS INDICATED
DATE: 10/11/2016
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SYMBOLS LEGEND
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■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG.
Q
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® INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.
TO TIE BEAM.
El INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.
#5 CONT. FT.G TO TIE BEAM.
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DOWEL LAYOUT PLAN_
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STRUCTURAL ENG: BED
DRAFTING:
STRUCT: TNT
QC CHECK: CC
JOB No. TM - 2153194
SCALE: AS INDICATED
DATE: 10/11/2016
S3
WALL LEGEND
w
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n rn rn rn rn rn rn 0) co a~o a~o a~o ti = 12'-0" T.O.M. = INTERIOR/EXTERIOR
BEARING WALLS VERIFY
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STRUCTURAL ENG: BED
DRAFTING
STRUCT: TNT
QC CHECK: CC
JOB No. TM - 2153194
ROOF FRAMING P
SCALE: AS INDICATED
DATE: 10/11/2016
1/4"=1'-0"
NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND
S4
BEARING WOOD WALL SCHEDULE
TAG
STUD
LUMBER
CONNECTION & FASTENERS
UPLIFT
CAP.
BLOCKING
TOP
BOTTOM
O(3)2X6
SPACING
SPECIES
(plf)
O(3)2X8
BW1
16"
SPF
(3)12d
TOENAILS
(3)12d
TOENAILS
NO
UPLIFT
MID -SPAN
BW2
16"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
MID -SPAN
BW3
16"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
3rd. PT.
BW4
12"
SPF
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
BW5
12"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
MID -SPAN
BW6
12"
SPF
1/2" THREADED ROD @ 48" O.C.
1160If
p
PT.
7" EMBEDMENT
6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN.
7" EMBEDMENT
ADJUST AS REQ'D TO MISS STUDS
MIN. 7" EMBEDMENT
3rd.
BW7
16"
SYP
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
BW8
16"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
MID -SPAN
BWg
16"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
i
3rd. PT
BW10
12"
SYP
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
BW11
12"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
MID -SPAN
BW12
12"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
1
3rd. PT.
STANDARD BEARING WALL W/THREADED ROD NOTES
1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O.
2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED
WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE
W/ (3) 12d TOENAILS
3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R.
4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD
CONNECTIONS.
5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS.
6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END.
7. %2' THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/
SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP
PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD
AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE
PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS
INDICATE CONNECTIONS.
8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L
BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS
INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY
SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS
ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE
CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT
ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D.
9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF
THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO.
AND DETAILS.
10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2
U.N.O. ON PLAN.
11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL
WF09/SD3 U.N.O. ON PLAN.
12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE
CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF
COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8")
13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR
FOR FURTHER REVIEW.
14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX.
ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d
TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS
INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE
(P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE
LEAVE A -1" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING
EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE
w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS.
COLUMN SCHEDULE
qO
(2)2X4 SPF #2 BUILT UP STUD COLUMN
O(3)2X4
SPF #2 BUILT UP STUD COLUMN
O(4)2X4
SPF #2 BUILT UP STUD COLUMN
<8>(2)2X6
SPF #2 BUILT UP STUD COLUMN
O(3)2X6
SPF #2 BUILT UP STUD COLUMN
O(2)2X8
SPF #2 BUILT UP STUD COLUMN
O(3)2X8
SPF #2 BUILT UP STUD COLUMN
O(3)2X4
SYP #2 BUILT UP STUD COLUMN
O(2)2X6
SYP #2 BUILT UP STUD COLUMN
O(2)2X8
SYP #2 BUILT UP STUD COLUMN
OL
4x4 SYP #2 POST
O6x6
SYP #2 POST
<s>8x8
SYP #2 POST
PO
3-1/2"x3-1/2" LVL COLUMN.
QO
3-1/2"x5-1/4" LVL COLUMN.
O3-1/2"x7"
LVL COLUMN.
O3-1/2"x9-1/2"
LVL COLUMN.
TO
5-1/4"x5-1/4" LVL COLUMN.
O5-1/4"x7"
LVL COLUMN.
XO
7"x7" LVL COLUMN.
O3
1/2" X 11 7/8" LVL COLUMN
ZO
5 1/4" X 9 1/2' LVL COLUMN
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 WOLMANIZED.
3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID
POSTS. AT EXTERIOR CONDITIONS
44: ABU44 w/(12)16d NAILS & g" EPDXY ANCHOR w/MIN.
7" EMBEDMENT
6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN.
7" EMBEDMENT
8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/
MIN. 7" EMBEDMENT
4. POST/LVL INSTALLED WITHIN BRIG. WALL TO BE WITHIN TOP AND
BASE PLATE U.N.O. ON PLANS.
5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
NAIL SCHEDULE
STANDARD NAIL
GENERAL DIAMETER/ LENGTH
8d
.131" x 22"
10d
148" x 3"
.148" x 34"
12d
16d
162" x 32"
8d RING SHANK
- - --
.113" x 28"
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(lb)
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)1'x24"
1
❑
META20 w/(7) 10d x 12" NAILS
FRAME TO CMU
1450
1450
ON MASONRY: SIMP. META16
(2)META16 OR (2)META20
2)2x12 #2 SYP w/2' FLITCH PLATE
TO POST: SIMP. HTS20 OR LSTA18
lfl
(1)ply TRUSS (10)10d x 12' NAILS
FRAME TO CMU
(1)ply 1985
(1)ply 1985
B2x10
(2)ply TRUSS (12) 16d x 12" NAILS
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
(2)ply 1900
(2)ply 1900
NAILS & (18)4'x24' TAPCONS
H10A w/(18)10d x 12" NAILS OR
H10A 1015
H10A 1340
lfl
(2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS
FRAME TO FRAME
H10A-2 1070
H10A-2 1245
H5.5x11.25
HTS20 w/(24)10d x 12" NAILS
(10) 10d NAILS
B2x12
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
1245
1450
PLATE BETWEEN PLIES
(2)HTS20 w/(24)10d x 12" NAILS
HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING
OPENING SIZE
TO POST: SIMP. HTS20 OR LSTA18
El
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
2490
2900
6
H2.5A w/(10)8d
FRAME TO FRAME
535
600
MTS 12 w/(14)10d x 12" NAILS
ON MASONRY: SIMP. META16
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
860
1000
El
MGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN.
FRAME TO CMU
3140
3140
(2)1.75"x11.875" LVL
7" EMBEDMENT
NAILS & (18)1'x23' TAPCONS
HTT4 w/(18)16d x 22" NAILS & 8" 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
HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET
FRAME TO CMU
6280
6280
EPDXY MIN. 5" EMBEDMENT
NAILS & (18)4'x23' 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
833plf
928plf
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
NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP.
LTT206 w/(10) 10d NAILS & g" EPDXY ANCHOR w/SIMP. SET
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
18
EPDXY MIN. 7" EMBEDMENT MIN. T EMBED. -AT LVL/PL
COLUMN TO FTG. OR
1290
1300
COLUMNS USE (18)#10x12" SD SCREWS INSTEAD OF NAILS
CMU -
HTT4 w/(18) 16d x 22" NAILS w/8' EPDXY ANCHOR w/SIMP.
-
19
SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE
COLUMN TO FTG.
3640
4235
(1*)#10x12" SD SCREWS INSTEAD PF NAILS
(3)HTS20 w/(24)10d x 12" NAILS
20
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
3735
4350
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
GIRDER TO COL./ BEAM
9100
4095
HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON
GRAVITY:5085
GRAVITY:5085
23
TITENS & (10) 10d NAILS
FRAME TO CMU
UPLIFT:1810
UPLIFT:1810
24
HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS
FRAME TO FRAME
1335
1550
W/(6)16d NAILS
25
HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO
FRAME TO FRAME
GRAVITY:2125
GRAVITY:2125
COLUMN
UPLIFT:3290
UPLIFT:3290
2B
LTT20B w/(10) 10d NAILS & a' EPDXY ANCHOR w/SIMP. SET
FRAME TO CMU
1290
1300
EPDXY MIN. 7" EMBED.
STANDARD CONNECTOR NOTES
1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN
AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS
SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @
24"o.c. OR 32"o.c.)
CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c.
MAX. AND (2) AT EACH CORNER.
2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2
FOR 2 -PLY U.N.O. ON PLAN
3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR.
IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS.
4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS.
5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN.
6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16
STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS.
IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW.
STANDARD HEADER NOTES
1. VERIFY 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 IN ADDITION TO NAILING PER HEADER SCHEDULE.
5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO
HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS.
6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R.
7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND
FLOOR NOTES FOR MORE INFO.
BEAM SCHEDULE
TAG
BEAM SIZE
CONNECTIONS
H2x6
(2)2x6 #2 SYP w/2' FLITCH PLATE
TO POST: SIMP. HTS20 OR LSTA18
Y
DATE:
TO BEAM: SIMP. HUC48 w/(14)16d NAILS
H2x8
(2)2x8 #2 SYP
TO MASONRY: SIMP. HU48 OR HUC48
B2x8
WITH 1/2" FLITCH
w/(6)10d NAILS & (14)1'x24"
H2x10
PLATE
TAPCONS
m
U-
ON MASONRY: SIMP. META16
H2x12
2)2x12 #2 SYP w/2' FLITCH PLATE
TO POST: SIMP. HTS20 OR LSTA18
TO BEAM: SIMP. HUC410 w/(18)16d &
H3.5x5.5
(2)2x10 #2 SYP
(10) 10d NAILS
B2x10
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
H3.5x7.25
PLATE
NAILS & (18)4'x24' TAPCONS
ON MASONRY: SIMP. META16
H3.5x9.25
(2)1.75"x9.25" LVL
TO POST: SIMP. HTS20 OR LSTA18
TO BEAM: SIMP. HUC410 w/(18)16d &
H5.5x11.25
(2)2x12 #2 SYP
(10) 10d NAILS
B2x12
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
H3x12
PLATE
NAILS & (18)4"x24" TAPCONS
PLATE BETWEEN PLIES
ON MASONRY: SIMP. META16
HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING
OPENING SIZE
TO POST: SIMP. HTS20 OR LSTA18
JACKS @ EA. END KINGS @ EA. END
TO BEAM: SIMP. HUC410 w/(18)16d &
1
1
(10) 10d NAILS
B3.5x11.25
(2)1.75"x11.25" 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
63.5x11.875
(2)1.75"x11.875" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
NAILS & (18)1'x23' 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'x23' TAPCONS
ON MASONRY: SIMP. META16
TO POST: (2) SIMP. HTS20 OR LSTA18
ON MASONRY: (2) SIMP. META16
65.25x16
(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
B3.5x20
(2) 1.75"x20" 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
HEADER SCHEDULE
TAG
HEADER
FASTENERS
H2x6
(2)2x6 #2 SYP w/2' FLITCH PLATE
ATTACH KING STUD TO HEADER w/(6)
Y
DATE:
16d NAILS
H2x8
(2)2x8 #2 SYP w/2' FLITCH PLATE
ATTACH KING STUD TO HEADER w/(8)
Z
Q
❑
16d NAILS
H2x10
2)2x10 #2 SYP w/2' FLITCH PLATE
ATTACH KING STUD TO HEADER w/(10)
m
U-
16d NAILS
H2x12
2)2x12 #2 SYP w/2' FLITCH PLATE
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H3.5x5.5
(2)1.75"x5.5" LVL
ATTACH KING STUD TO HEADER w/(6)
16d NAILS
H3.5x7.25
(2)1.75"x7.25" LVL
ATTACH KING STUD TO HEADER w/(8)
16d NAILS
H3.5x9.25
(2)1.75"x9.25" LVL
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H5.5x11.25
(3)1.75"x11.25" LVL
ATTACH KING STUD TO HEADER w/(12)
16d NAILS
H3x12
(3) 2x12 #2 SYP w/ 2" FLITCH
ATTACH KING STUD TO HEADER w/(10)
PLATE BETWEEN PLIES
16d NAILS
HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING
OPENING SIZE
SEE PLAN FOR WALL WIDTH
JACKS @ EA. END KINGS @ EA. END
V-0" TO 3'-11"
1
1
4'-0" TO 8'4"
2
2
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 1/2" GAP FROM TOP PLATE TO TRUSS
BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2)
12d TOENAILS.
5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE
CONTINUOUS FROM FLOOR TO CEILING.
6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING
ADDITIONAL LOADS:
A) ALL CEILING HUNG SOFFITS AND SOFFITS
WITH CABINETS AS SHOWN ON PLANS.
B) ATTIC LOCATED MVAC UNITS AS SHOWN ON PLANS.
7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS
OF ALL HARDWARE BEFORE INSTALLATION.
8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT
EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS
DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO.
9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER.
THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY
TRUSSES
10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS
ABOVE THE GARAGE.
11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN
PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT.
OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO
CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP
DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW
AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE
PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS
SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR
TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS
NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF
CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS
LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD.
12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE
ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND
BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE
ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED
AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS.
CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER
THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION.
BUILDER NOTE:
IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE
TRUSS MANUFACTURERS LAYOUT
----STOP----
AND CALL THE ENGINEER OF RECORD PRIOR TO
PLACEMENT OF ANY TRUSSES
NAILING SCHEDULE:
ROOFS:
ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE)
FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6"
O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND
6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR
TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF
SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE
SPACED NO MORE THAN 24" O.C.
GABLE ENDS:
ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C.
AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6 O.C. ALL OTHER
EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS.
EXTERIOR WALLS:
SEE WF10/SD4 FOR MORE INFO.
NAILS:
NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS.
ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK,
HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE
EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY
TREATED WOOD SHALL BE HO,T-DIPPED ZINC -COATED GALVANIZED STEEL,
STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL
BE IN ACCORDANCE WITH ASTM A 153.
APA SHEATHING NOTE:
24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED
PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END
WITH (3) 10d TOENAILS.
FLOOR FRAMING NOTES
GENERAL NOTES
1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO.
2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS.
3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF
LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR
TRUSS DESIGN.
NAILING SCHEDULE
FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION
PERPENDICULAR TO SUPPORT (FLOOR TRUSSES).
NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d FING OR SPIRAL
SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE
EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD.
Kin-rCC
1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL
MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT.
2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE
MANUFACTURER.
3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND
ADDITIONAL INFORMATION REQ. IFOR DOOR AND WINDOW INSTALLATION ALONG WITH
DIMENSTIONS NOT SHOWN HERE.
NOTES & CONNECTOR LEGEND
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STRUCTURAL. ENG: BED
DRAFTING.
-STRUCT:
TNT
QC CHECK:
CC
JOB No.
TM - 2153194
SCALE:
AS INDICATED
DATE:
10/11/2016
S4.1
CONTRACTOR TO VERIFY
AT CORNERS
PRECAST "U"
METAL LATH OR WIRE SCREEN
THE GROUT IS LEVEL
PROVIDE
LINTEL W/ 3000
OVER COURSES NOT REQ'D
WITH TOP OF BLOCK FOR
STANDARD #5
psi CONC. PER
TO BE FILLED. (SHEET METAL
PROPER TRUSS/ FLOOR
HOOK BAR. LAP
LINTEL PLAN. IF
& PAPER FELT PROHIBITED)
SYSTEM BEARING (MIN 3")
OTHER BARS INTO
REBAR IS
--
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VERTICAL CELLS PER MD08 , II : Q r�- ° d 4'
ROUGH OPENING PER PLAN �. ° — 4
TYPICAL TRUSS ANCHOR PER PLAN
PROVIDE SCREEN WHEN BLOCK BELOW
IS NOT REQUIRED TO BE FILLED
STANDARD 90 DEGREE HOOK
TYP. BOND BEAM 8" x 8" x 16" K.O.
LINTEL BLOCK FILL w/ 3000 psi CONC. w/
(1) #5 DIA. REBAR
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I le CONC. w/ (1) #5 DIA. REBAR
8" x 8" x 16" CMU U.N.O.
a a
INDICATES FILLED CELL FROM FTG. TO TIE
BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE
a . .
MD08 FOR LAP INFO.
PROVIDE CLEAN OUT OPENING @ GROUT
d
NO -SHEAR WALL T OPENING TYPICAL SHEAR WALL SEGMENT FILLED CELL AND REBAR (TYP). MORTAR
—W4 JOINTS SHOULD NOT BE CUT
14 4
a'' SEE FOUNDATION FOR FOOTING
a I '
TYPICAL MASONRY CONSTRUCTION
SCALE: 3/4" = 1'-0"
e
GRADE 40
GRADE 60
°
BEND 0
LENGTH
------------------------
BEND 0
LENGTH
LAP SPLICE
d4I
"A"
/7-x/8
"B"
11 V,
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"DII
IIAII
"BII
1111
"DII
#3
1
41/4
15
LINTEL PER PLAN
4 1 /4
91/4
TYPICAL MASONRY CONSTRUCTION
SCALE: 3/4" = 1'-0"
LINTEL W/ TRANSOM DETAIL
SCALE: 3/4" = 1'-0"
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
GRADE 40
GRADE 60
BAR SIZE
BEND 0
LENGTH
------------------------
BEND 0
LENGTH
LAP SPLICE
3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249
"A"
/7-x/8
"B"
11 V,
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"DII
IIAII
"BII
1111
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#3
1
41/4
15
LINTEL PER PLAN
4 1 /4
91/4
18
#4
21/2
5 5/8
91/2
20
3
5 5/8
121/2
24
#5
31/8
_....... _ _ ......... ................._._
TRANSOM OPENING
11 3/4
25
3 3/4
7
151/2
30
FRAME INFILL AROUND.
3 3/4
8 1/16
14
30
4 1/2
8 1/16
'
:
"
WINDOW BY BUILDER
#7
`{'
9 13/16
16 1/2
SEE DOWEL PLAN FOR
5 1/4
9 13/16
21 3/4
SEE WF01/SD1 FOR
/
FILLED CELL INFO.
MIN. (1) IS REQ'D ON
MORE INFO
EITHER SIDE U.N.O.
(2) 2X8 SYP#2 P.T. HEADER
—TURNED SIDEWAYS.
ATTACH TO MASONRY
-Y
.;
WALL W/ SIMPSON HU28-2
DOOR OR WINDOW OPENING
HANGER @ EA. END. W/
MAX. OPENING 4 FT
(14) 1/4" x 2-3/4" TAPCONS
`
TO MASONRY & (6) 1Od
NAILS TO HEADER
LINTEL W/ TRANSOM DETAIL
SCALE: 3/4" = 1'-0"
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
PRECAST LINTEL LOAD TABLE
LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING
APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE
GRADE 40
GRADE 60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249
"A"
/7-x/8
"B"
11 V,
y7
"DII
IIAII
"BII
1111
"DII
#3
1
41/4
15
21/4
4 1 /4
91/4
18
#4
21/2
5 5/8
91/2
20
3
5 5/8
121/2
24
#5
31/8
7
11 3/4
25
3 3/4
7
151/2
30
#6
3 3/4
8 1/16
14
30
4 1/2
8 1/16
18 1/2
36
#7
4 3/8
9 13/16
16 1/2
35
5 1/4
9 13/16
21 3/4
42
L
14D08 REBAR SPLICE DETAIL
SCALE: 3/4" = 1'-0"
STANDARD 90° HOOK
U
STANDARD 180° HOOK
#3=2Y2"
#4=2Y2"
#5=2Y2"
#6 = 3"
#7=3Y2"
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PRECAST LINTEL LOAD TABLE
LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING
APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS:
CASTE -CRETE, QUALITY, AND LOTTS
STANDARD LINTEL NOTES
STANDARD LINTELS
CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -OB 8F16-1 B / 8F16 -OB 8F24-1 B / 8F24 -OB 8F32-1 B / 8F32 -OB
1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.
2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O.
3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN.
8" BEARING EA. END
4, LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN
INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT
ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL.
5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD
CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS
ADEQUATE FOR THE LOADS.
6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS
SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY
WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.
7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL
SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS
11-611 2231 3069/3069 6113/6113 8974/8974 10000 / 10000
2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000
2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107
3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224
3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249
4'-0" 860 1651 /1349 5365/1999 7342/3123 10000/4249
4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470
5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592
6'-2" 488 991/991 2661/2143 5681 /2698 6472/3685
7'-0" 416 752/699 1843/1625 3486/2602 6390/3302
8'-0" 354 726/699 1843/1625 3486/2255 6205/2885
9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489
_
10'-0" 292 567/454 1366/1277 2423/1770 4006/2263
_
10'-8" 277 492/352 1254/1132 2193/1567 3552/2003
11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003
12'-0" 239 418/297 1075/1045 1838/1446 2883/1848
12'-8" 0 369/261 1002/984 1697/1361 2630/1738
13'-4" 0 328/0 1234/0 1779/0 2662/0
14'-0" 0 292/0 1160/0 1660/0 2439/0
16'-0" 0 284/0 950/0 1379/0 1997/0
MATERIALS
18'-0" 0 211/0 750/0 1177/0 1676/0
18'-8" 0 142/0 598/0 1114/0 1468/0
1. fc PRECAST LINTELS = 3500 PSI.
2, f PRESTRESSED LINTELS = 6000 psi.
3. GROUTED PER ASTM C476 f'g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP.
4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE
STRENGTH = 1900 PSI.
5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE
6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510.
20'-0" 0 180/0 598/0 1024/0 1441/0
20'-8" 0 145/0 550/0 981 /0 1376/0
0 110 / 0 450 / 0 824/0 1147 / 0
RECESSED LINTELS -FILLED
CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22-1 B/8R22-OB
2'-4" 1694/1694 3725/3280 5499/5421
2'-8" 1425/1425 3343/3280 4933/4933
T-0" 1230/1230 2769/2769 4085/4085
LINTEL
DESIGNATION SCHEDULE
T-4" 1081/920 2769/1716 4085/2839
4'-4" 846/833 2121/1716 3127/2839
MARK
LINTEL
REQUIREMENTS
F = FILLED WITH GROUT /
U = UNFILLED R = RECESSED
QUANTITY OF #5 REBAR @
8F16-1 B/1T BOTTOM OF LINTEL CAVITY
5'-4" 664/572 1761/1761 2595/2595
6'-4" 526/434 1539/1539 1329/2267
T-4" 480/322 1334/1334 1964/1552
O
8RF6-1 B/1T
8'-4" 415/235 1152/1152 1694/1552
8F8-1B/1T
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1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER QUANTITY OF #5 REBAR AT TOP 4
2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT � l
; NOMINAL WIDTH l 0
20'-8" 9'-6" 8 F 16-16/ 1 T cn
TYPE DESIGNATION
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O M
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O 8RF14-OB/1T � 4.0 OI•t� �
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O 8F20-1B/1T Q �
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� z #5 REBAR AT BOTTOM OF LINTEL � V Z
O 8F24-1B/1T � � CAVITY cp
O 8RF22-OB/1T �* BOTTOM REINFORCING PROVIDED c o�
7-5/8 ACTUAL IN LINTEL (VARIES)
O8" NOMINAL WIDTH
8F24-OB/1 T
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FILLED
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UNFILLED 15
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SAFE LOAD TABLE NOTES Q N
wN¢
1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED � � 7 Z � U
LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL O
RECESSED LINTELS BASED ON 4" NOMINAL BEARING. � � �
2. 0 =NOT RATED. ®A
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JOB No.
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SCALE:
AS INDICATED
DATE: 10!11!2016
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SCALE:
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DATE:
10/11/2016
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WALL SCHEDI
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PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW
ANCHOR. (1st BOLT TO
PLATES OVER ROOF DECK PER VALLEY
BE 8" MAX. ABV. CURB,
FRAMING DETAIL
REST EQ. SPACED
TOP PLATE
^24" O.C.)
nT 0ACC of A
V1D0 BEARING/ SHEARWALL CONNECTION TO CMU
1/2"=1'4" 3/4"=1'4"
LINTEL (SEE PLAN) SEE TYPICAL HEADER
7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR
ADDITONAL
% INFORMATION
j (HEADER CAN BE
EITHER UPSET OR
_ 2x BLK'G. TO O.S.B. W
(2) - 8d EACH END
END VIEW w/CMU
__ HEADER (SEE PLAN)
7/16" O.S.B. EA. SIDE
ARCH PER ELEV -- 2x BLK'G. TO O.S.B. W/
(2) - 8d EACH END
END VIEW w/ WOOD
DORMER FRAMING DETAIL
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
2x STUDS @ 16" O.C. FOR KNEE WALL
CHORD WITH (4) 10d
LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT
/'v B
O
ROOF SHEATHING FOR STRAP
CO
CONT. ROOF SHEATHING NAIL PER PLAN
KNEEWALL OVER MASONRY WALL
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END
HEADER PER
LOCATION
TO TOP CHORDS OF TRUSSES BELOW WHEN
SHEATHING ON BOTH
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS
IF NO WEB IS PRESENT
BELOW AND CONNECT w/ HTS20 @ 32" O.C.
O
PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW
O2x
PLATES OVER ROOF DECK PER VALLEY
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
UF
DOWNSET)
2x W/ (2) 16d TOE NAILS
EACH END
(3) 16d COMMON
NAILS (TYP.)
(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
"'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
2x BUCK DETAIL
��— (2) 2x TOP PLATE (2) 2x PLATE —�
2x4 SPF CONT.
2x STUDS @ 16" O.C. FOR KNEE WALL
CHORD WITH (4) 10d
LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT
/'v B
O
ROOF SHEATHING FOR STRAP
CO
CONT. ROOF SHEATHING NAIL PER PLAN
KNEEWALL OVER MASONRY WALL
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END
STRUCTURAL
TO TOP CHORDS OF TRUSSES BELOW WHEN
SHEATHING ON BOTH
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS
IF NO WEB IS PRESENT
BELOW AND CONNECT w/ HTS20 @ 32" O.C.
O
PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW
O2x
PLATES OVER ROOF DECK PER VALLEY
SIDES FROM TOP OF
FRAMING DETAIL
ODOUBLE
TOP PLATE
OSIMPSON
H3, H4, OR H5 @ EA. END OF TRUSS OR
7/16" OSB EACH SIDE,
RAFTER
TRUSS PER PLAN OR CONY. FRAMING w/
JOCOMMON
STRUCTURAL SHEATHING PER PLAN AND ROOF
NAILING SCHEDULE
FINISH PER ARCHSFIN
0
ROOF TRUSSES PER PLAN OR CURVED
OCURVED
K
RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING
Oj�Vo
NAILED @ 6" O.C. STAGGERED
NOTE: SEE ARCH ELEVATION
FOR FRONT WINDOW OPENING IF REQ'D
1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE
TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED.
UF
DOWNSET)
2x W/ (2) 16d TOE NAILS
EACH END
(3) 16d COMMON
NAILS (TYP.)
(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
"'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
2x BUCK DETAIL
��— (2) 2x TOP PLATE (2) 2x PLATE —�
2x4 SPF CONT.
MIN. 2x4 SPF #2 KNEE ----
WALL WITH STUDS @
16" O.C. W/
CHORD WITH (4) 10d
(2) 2x #2 SYP SEE PLAN
MIN. 2x4 SPF #2 KNEE
WALL WITH STUDS @
16" O.C. W/
2x4 #2 SYP BLOCKINC
BLOCKING ATTACH TO
STRUCTURAL
KNEEWALL OVER MASONRY WALL
FOR BEAM SIZE
STRUCTURAL
VJ
SHEATHING ON BOTH
IF NO WEB IS PRESENT
SHEATHING ON BOTH
7/16" OSB W/ (2) 8d
SIDES FROM TOP OF
(2)
(2) 2x #2 SYP SEE PLAN
I
SIDES FROM TOP OF
NAILS
WALL TO BOTTOM OF
I BUILDER FRAME
WALL TO BOTTOM OF
7/16" OSB EACH SIDE,
BEAM, ATTACHED PER
RADIUS AS REQ'D
BEAM. ATTACHED PER
W/ 6d NAILS @ 16" O C
NAILING SCHEDULE
END
0
NAILING SCHEDULE
TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS
2x BUCKS, AT TOP AND SP1 CLIPS
AT BASE ARE
— REQUIRED
filFO KNEEWALL AT DOWNSET BEAM
NAIL SCAB TO TOP
IF A/C 1S SUSPENDED
CHORD WITH (4) 10d
FROM TOP CHORD (2;
NAILS
2x4 #2 SYP BLOCKINC
ADD 2x4 VERTICAL
REQ'D @ TOP CHORD
KNEEWALL OVER MASONRY WALL
SCAB IN EACH TRUSS
ATTACHMENTS
VJ
l
V
IF NO WEB IS PRESENT
SUPPLIED BY A/C
�
OR TITEN HD @ 32"
(2)
(2) 2x #2 SYP SEE PLAN
I
COMPANY
0
(3) 10d NAILS TYPICAL
O.C. & 6" FROM EACH
FOR BEAM SIZE (ONLY
I IF OPENING PROVIDED
J
AT EACH TRUSS
O
END
2x4 'X' BRACE ACROSS
�-
Oj�Vo
LENGTH OF
I PER PLAN)
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SHEARWALL
m
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W
MIN. 2x4 SPF #2 KNEE
NAIL SCAB TO TOP
2x4 #2 SYP RAT RUN
0-4
ly
r1
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rt
N
CHORD WITH (3) 10d
TOP AND BOTTOM MI
WALL w/ STUDS 16"
@
NAILS
(2) BAYS PAST A/C
Z
PLATE
O.C. w/ STRUCTURAL
LOCATION. MIN (3) BA
OU
2x4 BLOCKING
LAP W/ (2) 16d NAILS
SHEATHING FROM
o
BETWEEN TRUSSES
TO EACH TRUSS. TYF
� 0
PRE-ENG.TRUSS PER
TOENAILED TO
EACH SIDE
DOUBLE TOP PLATE w/
z¢� z
PLAN, 24" O.C. MAX
10d NAILS @ 4" O.C.
BOTTOM OF WALL.
ATTACHED PER
O
Z
STANDARD TRUSS --
TRUSS PER PLAN
BOTTOM CHORD
DOUBLE TOP PLATE
LL w J
FRAMED WALL PER
PLAN
3/4"=1'-0"
PRE -CAST LINTEL PER
PLAN
(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
FASTEN PT 2x NAILER
ATTACHMENT REQUIREMENTS
SIZE TAPCONS SPACING # ROWS
2x4 3/16" x 3" 12" O.C. 1
2x8 3/16" x 3" 12" O.C. 2
TO MASONRY NOTES:
1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW,
FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM
ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK
2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT,
STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN
THIS CASE.
3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x
BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12"
O.C. @ EACH SUCCESSIVE BUCK
4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
(1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS
TBD BY BUILDER (FASTENING) ARE MET
5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2)
ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO ?.x PER WIN. MANU.'S
SPECS
1/2"=1'-0"
SHEATHING PER PLAN
TYP. TRUSS TO FRAME
CONNECTION PER
STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE AS REQ'D
IF
O
CL
Q
o
NW co
STRUCTURAL ���� �, •••k ®• dJ�� ��i�i G� L ti
SHEATHING ••• ••s �/6 % = Z
U V
TYP. TRUSS TO FRAME Q ��' u- dam; % (� p
CONNECTION PER
STD. CONNECTOR CO )'
,, oa• `_ d W Q
d0 z ,,, Z
NOTES : a z ` O Q of
FRAME OUT TO BLOCK •'• } O
EDGE �°•....•.•., e�
fs'el�®# pR v
PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES
3/4"=1'-0"
PRE -MANUFACTURED
CHIMNEY CAP
TOP OF CHIMNEY MIN
Z-0" ABOVE A POINT
WITHIN 10'-0" OF THE
NEAREST ROOF
(1) SPH4 EVERY --
OTHER STUD TO
DOUBLE TOP PLATE
2x4 VERTICAL @ 24"
O.C. MAX. w/ (4) 10d
NAILS TO BOTTOM
CHORD & (3) 10d NAIL;
TO TOP CHORD; NOTE
IF WALL HEIGHT IS
BETWEEN 4FT & 8FT,
USE 2x6 SYP #2 STUD;
GALVANIZED FLASHIN
2x4BLOCKING W/ (2)
16d COMMONS END
NAILED TO VERTICAL
2x4's
3/4"=1'-0"
CHIMNEY FRAMING DETAIL
3/4"=1'-0"
3/4"=1'-0"
ROOF SHEATHING
ATTACH PER NAILING
SCHEDULE
STANDARD TRUSS
TOP CHORD VARIES
TRUSS WEBS NOT
SHOWN FOR CLARITY
2x4 #2 SYP CROSS
BRACING (AT 45°) W/
(3) 12d NAILS TO RAT
RUNS. TYP EACH SIDE
CONDENSATE
DISPOSAL BY A/C
SUPPLIER
CONNECTION TO BE
SUPPLIED BY A/C
COMPANY
(2) 2x4 #2 SYP
BLOCKING W/ SIMPSON
A34 OR LUS24-2 EACH
END
FLUE PER MANUF.
SPECS W/ 2" MIN.
CLEAR BETWEEN FLUE
& FRAME
GALVANIZED FLASHING
EXT. SHEATHING
ATTACHED PER
NAILING SCHED.
2x4 FRAMED CRICKET
W/ GALVANIZED
FLASHING
a
I
W
KNEEWALL OVER MASONRY WALL
1/2" x 8" ANCHOR BOLT
(2) 2x TOP PLATE
VJ
l
V
�
OR TITEN HD @ 32"
(2)
(2) 2x #2 SYP SEE PLAN
I
0
— (2) 2x #2 SYP SEE PLAN
FOR BEAM SIZE
O.C. & 6" FROM EACH
FOR BEAM SIZE (ONLY
I IF OPENING PROVIDED
J
�
O
END
Q
�-
Oj�Vo
o
I PER PLAN)
w
D
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O
m
I' I
W
MIN. 2x4 SPF #2 KNEE
��'
0-4
ly
r1
��
rt
N
2x PT BOTTOM
WALL w/ STUDS 16"
@
iiii'i'I,,,,,!
Z
PLATE
O.C. w/ STRUCTURAL
OU
o
fn �z2o 0
SHEATHING FROM
o
�
� 0
PRE-ENG.TRUSS PER
PRECAST LINTEL OR
I TOP OF WALL TO
z¢� z
PLAN, 24" O.C. MAX
KNOCK OUT COURSE
BOTTOM OF WALL.
ATTACHED PER
O
Z
ROOFING MATERIAL
uj
LL w J
PER ARCHS
NAILING SCHEDULE
N
LLUNQ
r--- SEE FRAMING PLAN
J
i-
W
Z
O
.4.OTHERWISE SP2 CLIPS
c
Z
09
U
BUILDER FRAME
MASONRY WALL
AT TOP AND SP1 CLIPS
a /
rn
F—
0
�titi
L RADIUS AS REQ'D
A,, AT BASE ARE REQ'D
p
W
Lu
O�
Q®
PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES
3/4"=1'-0"
PRE -MANUFACTURED
CHIMNEY CAP
TOP OF CHIMNEY MIN
Z-0" ABOVE A POINT
WITHIN 10'-0" OF THE
NEAREST ROOF
(1) SPH4 EVERY --
OTHER STUD TO
DOUBLE TOP PLATE
2x4 VERTICAL @ 24"
O.C. MAX. w/ (4) 10d
NAILS TO BOTTOM
CHORD & (3) 10d NAIL;
TO TOP CHORD; NOTE
IF WALL HEIGHT IS
BETWEEN 4FT & 8FT,
USE 2x6 SYP #2 STUD;
GALVANIZED FLASHIN
2x4BLOCKING W/ (2)
16d COMMONS END
NAILED TO VERTICAL
2x4's
3/4"=1'-0"
CHIMNEY FRAMING DETAIL
3/4"=1'-0"
3/4"=1'-0"
ROOF SHEATHING
ATTACH PER NAILING
SCHEDULE
STANDARD TRUSS
TOP CHORD VARIES
TRUSS WEBS NOT
SHOWN FOR CLARITY
2x4 #2 SYP CROSS
BRACING (AT 45°) W/
(3) 12d NAILS TO RAT
RUNS. TYP EACH SIDE
CONDENSATE
DISPOSAL BY A/C
SUPPLIER
CONNECTION TO BE
SUPPLIED BY A/C
COMPANY
(2) 2x4 #2 SYP
BLOCKING W/ SIMPSON
A34 OR LUS24-2 EACH
END
FLUE PER MANUF.
SPECS W/ 2" MIN.
CLEAR BETWEEN FLUE
& FRAME
GALVANIZED FLASHING
EXT. SHEATHING
ATTACHED PER
NAILING SCHED.
2x4 FRAMED CRICKET
W/ GALVANIZED
FLASHING
(4) 16d COMMONS , . ELEV 0'-0" a �'
NAILED @ EACH END CONC. SLAB - �.
SEE FOUNDATION VERT REINF. BEYOND
— — STRUCTURAL ENG: BED
2x4 BLOCKING W/ (2) PLAN FOR MORE INFO --------------
16d COMMONS END I i I DRAFTING
NAILED TO VERTICAL MASONRY WALL PER-STRUCT: TNT
2x4's _
PLAN QC CHECK: CIr C
SEE FOUNDATION JOB No. TM - 2153194
DETAILS FOR FTG INFO
TRUSS PER PLAN
SCALE: AS INDICATED
DATE 10/11/2016
TYPICAL ONE STORY CMU WALL SECTION
3/4"=1'-0"
SD2
a
W
KNEEWALL OVER MASONRY WALL
VJ
J
�
O
Q
�-
o
w
D
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I' I
W
06
W 0 IW- M E
z _
u_
a
V
0
Z
q�W(_
"wZ! c
J
fn �z2o 0
<Z
Q 0 0 (00
T C
PRE-ENG.TRUSS PER
z¢� z
PLAN, 24" O.C. MAX
IJ...0
O
z E
� o a
ROOFING MATERIAL
uj
LL w J
PER ARCHS
Q
N
LLUNQ
r--- SEE FRAMING PLAN
J
i-
W
Z
O
O
FOR CONNECTION
INFO
F—
0
SEE ELEVATION OgL
W
Lu
4 TOP OF MASONRY
SEE ARCH PLANS FOR
OVERHANG INFO
RE. ELEV.
FOR O.H.
TYP. SINGLE TIE -BEAM
W/ (1) #5 CONT.
GROUT SOLID
O
U
11
uj
WINDOW PER
W)
N
FLOOR PLAN
O
ZZ0
O
PRECAST CONC. OR
(n Q
POWERS STEEL SILL
U)
Y
1
TYP. @ ALL WINDOWS
OLb
P 'd EXT FINISH PER PLAN
c0
CV
m
(�
QJZ
uj
X00
°rhe MAIN FLOORO
Q OOIL
_
11,
w
(4) 16d COMMONS , . ELEV 0'-0" a �'
NAILED @ EACH END CONC. SLAB - �.
SEE FOUNDATION VERT REINF. BEYOND
— — STRUCTURAL ENG: BED
2x4 BLOCKING W/ (2) PLAN FOR MORE INFO --------------
16d COMMONS END I i I DRAFTING
NAILED TO VERTICAL MASONRY WALL PER-STRUCT: TNT
2x4's _
PLAN QC CHECK: CIr C
SEE FOUNDATION JOB No. TM - 2153194
DETAILS FOR FTG INFO
TRUSS PER PLAN
SCALE: AS INDICATED
DATE 10/11/2016
TYPICAL ONE STORY CMU WALL SECTION
3/4"=1'-0"
SD2
(IMPSON 11-
DIAGONAL
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 F
DIAGONAL
PLATE
SIMPSON HGA10 @ 48"
O.C. NOTE: ALL GABLE
BRACING IS TO BE
SHEATHING NOT REQ'D SYP#2 OR BETTER
TO BE CONT. @ THE
TRANSITION FROM
WALL TO GABLE
TRUSS
DOUBLE 2x TOP PLATE
FASTEN SIDE WALL
SHEATHING PER PLAN.
(5) 16d NAILS BRACE
TO BLOCKING
EXT. SHEATHING;
ATTACH PER PLAN
FRAME WALL CONNECTION
GABLE END @ FLAT CEILING CONNECTIONS
2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ
BAYS @ EA. DIAL. AS SHOWN. FASTEN ROOF
SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C.
(4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D)
PROVIDE 2x4 BRACE -
TO EA. ADJ. DIAL.
FASTEN TO DIAG. w/(2)
16d NAILS.
GABLE BRACING @ 48"
O.C. NOT REG'D 6'
FROM EAVES
GABLE BRACING CHART
CONTRACTOR TO FIELD VERIFY WHICH
GABLE BRACING +
UP TO 4'-8"
NO BRACE REQUIRED
CONDITION IS REQUIRED.
CONTACT EOR
7'-0" < H:6 9'-4"
(2) 2x4 BRACE (SEE SECTION A -A)
9'-4" < H614'-0"
FOR ADDITIONAL INFO AS REQ'D
14'-0" < H:618'-8"
STRONGBACK W/ (2) 2x4 BRACE
BLOCKS w/8d NAILS
SIMPSON A23 @ EACH
A35 DIAGONAL TO
FOR NAILING
@ 6" O.C.
'4'
BRACE TO PLATE
TRUSS BOT. CHORD
O.H.
ROOF SHEATHING
3 1/4" HOLD
1/2" J -BOLTS w/
LLI
,, ••" °�Z
••••••••R, Q
(� s >- O
PT 2x8 PLT., CANT. FOR
-r WASHERS (MIN. 7"
2x4
0
CLG. NAILING SURFACE
ol EMBED) MIN. 6" FROM
2x4 SYP #2 BRACING @
d 24" O.C.
END NAILS EA. END
(TYP.) (END NAIL PLTS.
EACH END AND 32" O.C.
24" O.C. FOR FALSE BM
~
Lu
MAX.
ATTACHMENT w/ (3) 10d
TO STUD)
_
O
TOENAILS EA. END
cn
PROVIDE 16dNAILS
GABLE END TRUSS TO
¢ ch
2x TOP PLATE TOILL
PLT.@12" O.C. MAX.
= v
GABLE END W/ 16d
p m
O
NAILS @ 6" O.C.
END NAILS @ EA.
2x4 #2 SYP P.T.
FRAMING FOR FALSE -
L L
x
CMU WALL OR LINTEL
a HGAIOKT @ 32" O.C.
BEAM, IF REQ'D w/ (3)
BELOW
--
10d NAILS @ EA. TRUSS
BLOCKING @ 24" O.C.
(2) 16d TOE NAILS ----
-\-TIE
BRACE
O.C. MAX. w/ (2) 16d
BEAM COURSE w/ (1)
2x4 STUDS @ 24" O.C. w/ -
-
`-- SIMPSON H2.5(TYP.)
#5 CONT.
SINGLE BASE & TOP
BRACE TO LEDGER
PLATE w/ PLYWOOD
FALSE BM PER PLAN
SHEATHING COVERING
IF REQ'D
CMU WALL
CONNECTION
CLEAR
SPAN CONNECTION
***NOTE: REFER TO DETAIL GE02 THIS
PAGE FOR GABLE
BRACING***
GABLE END @ FLAT CEILING CONNECTIONS
2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ
BAYS @ EA. DIAL. AS SHOWN. FASTEN ROOF
SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C.
(4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D)
PROVIDE 2x4 BRACE -
TO EA. ADJ. DIAL.
FASTEN TO DIAG. w/(2)
16d NAILS.
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 4 7'-0"
(1) 2x4 BRACE
7'-0" < H:6 9'-4"
(2) 2x4 BRACE (SEE SECTION A -A)
9'-4" < H614'-0"
STRONGBACK W/ (1) 2x4 BRACE
14'-0" < H:618'-8"
STRONGBACK W/ (2) 2x4 BRACE
2x4 BRACE IF REQ'D
WHERE O.H. IS > 1'-0", DROP
GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H.
2x4 BLOCKS, (2) 16d
TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR
NAILS @ EA. END.
TRUSS WITH (3) 12d TOENAILS. O.H. SIZE
BLOCK ADJ. BAYS C
CONNECT TO DROP GABLE WITH
EA.DIAG. AS SHOWP
H2.5 CLIP. MAX Z-0" O.H.
FASTEN ROOF
SHEATHING TO
ECT TO DROP
BLOCKS w/8d NAILS
HORIZONTAL (+/- 10)
WITH H2.5 CLIP.
FOR NAILING
@ 6" O.C.
SEE GABLE --
CONNECTION DETAIL
FOR REQ'D
CONNECTIONS
2x4 ATTACHED TO EA. -
GABLE 2x4 BRACE WITH
(2) 10d NAILS
SEE CHART.
10d COMMON NAILS (1) A23 FROM
@ 6" O.C. STRONGBACK TO
DIAGONAL
GABLE VERTICAL
2ND 2x4 BRACE IF
REQ'D, SEE CHART
A -A GABLE VERTICAL BRACING 2x6
GABLE END BRACING
10d COMMON NAILS @
8" O.C.
45°
w
CONT. 2x4
2x4 DIAGONAL BRACE
@ 48" O.C. TO 3RD
BAY REQ'D w/
STRONGBACK, SEE
CHART
\—GABLE BRACING (+)
SEE CHART
STRONGBACK IF REQ'D
PER CHART
(5) 16d NAILS BRACE
TO BLOCKING
A PROVIDE 2x4 BRACL
FHING PER PLAN
E O.H. IS > V-0"
END GABLE w/
III
JOKERS @ 24"
z
0 RUN BACK TO
9
O
DMMON TRUSS
O.C. MAX. 45° FROM
2x4 BLOCKING @ EA.
;3) 12d TOENAILS.
~
ECT TO DROP
`C
••� 0 �
HORIZONTAL (+/- 10)
WITH H2.5 CLIP.
FOR NAILING
'4'
2x4 BLOCKING (2) 12d
V
O.H.
ROOF SHEATHING
U)
LLI
,, ••" °�Z
••••••••R, Q
(� s >- O
PLAN
SPAN 2'-0") w/ (2) 16d 2'-0" MAX.
2x4
0
EACH END.AT 24" O.C.
ROOF SHEATHING
d 24" O.C.
END NAILS EA. END
(TYP.) (END NAIL PLTS.
END
FHING FASTEN
TO STUD)
GABLE END TO EA. ADJ. DIAG. PER PLAN
A
SHEATHING FASTEN FASTEN TO DIAG.w/(2) PER W
SPLICE AS REQ'D
PER PLAN. 16d NAILS.
�-- SIMPSON H10A DIAG. rrai' o
TO BLOCKING ``e®®r �(�®/�'' N W M
�V �• ®O®•�®
00 G LLj 00
Z
3/4"=1'-0"
FIELD FRAMED VALLEY DETAIL
1/2"=V-0"
2x8 RIDGE BOARD
2x6 COLLAR TIE HALF
WAY UP HEIGHT OF
VALLEY. FASTEN w/ (5)
10d COMMON NAILS @
EACH END (TYP.)
2x6 RAFTER TO 2x8 TRUSS PER PLAN
RIDGE BOARD W/ A35
ON (1) SIDE OF
RAFTER & A35 ON ADJ
RAFTER TO OPP SIDE
(AS SHOWN)
2x6's @ 24" O.C. MAX.
EPSON DTC, (2) 8d
ILS INTO BLOCKING,
8d NAILS TO TOP
4TE
USS PER PLAN
FASTEN SYP OR SPF 2x4 SYP #2 BLOCKING,
2x6 (MIN.) PLATE THRU @ 24" O.C. W/ (2) 12d
SHEATHING PER PLAN END NAILS @ EACH Wr
W/ 1/4"x4-1/2" SIMPSON END.
TRUSS PER PLAN
DTC CLIP, (2) 8d NAILS
INTO BLOCKING, (2)
3/16" x 2 3/4" TAPCONS
IN CMU. OR SIMPSON
META16 AT 24" O.C.
SDS SCREWS TO TOP WALL SHEATHING PER LAY 2x4 BLOCKING
CHORD OF EACH PLANLINTEL PER PLAN OVER THE TOP OF THE
TRUSS BELOW BOTTOM CHORD.
FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d
VALLEY RAFTER NAILS @ EACH TRUSS
FRAMING (OR PRE -ENG AT 24" O.C.
VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL
2x PLATE WITH
SIMPSON MTS12 OR
LSTA12 & (5) 8d NAILS
@ EA. RAFTER TO PLT.
fi4 NON-BEARING WALL CLIP DETAIL
3/4"=1'-0"
GABLE BRACING @ 48"
JOB No. TM - 2153194
SCALE: AS INDICATED
DATE: 10/11/2016
PROVIDE 2x BLOCKING
w w, 4( cr mc:) Q U
: Z
O.C. MAX. 45° FROM
2x4 BLOCKING @ EA.
PROVIDE 2x BLOCKING
FOR NAILING
`C
••� 0 �
HORIZONTAL (+/- 10)
OUTLOOKER (MAX.
FOR NAILING
2x4 BLOCKING (2) 12d
6. • $ w <
4
•""..
ROOF SHEATHING PER
ROOF SHEATHING
(2)16d NAILS PLT. TO
NAILS, TOENAILED @
,, ••" °�Z
••••••••R, Q
(� s >- O
PLAN
SPAN 2'-0") w/ (2) 16d 2'-0" MAX.
/� STUD TOP & BOTTOM
EACH END.AT 24" O.C.
ROOF SHEATHING
END NAILS EA. END
(TYP.) (END NAIL PLTS.
PER PLAN
TO STUD)
TRUSS PER PLAN
DTC CLIP, (2) 8d NAILS
- -- 2x FASCIA w (2) 16d
INTO BLOCKING, (4) 8d
END NAILS @ EA.
2x4 #2 SYP P.T.
x
NAILS INTO TOP PLATE
2x4 OUTLOOKER @ 24"
--
-,_.__.OUTLOOKER
BLOCKING @ 24" O.C.
(2) 16d TOE NAILS ----
O.C. MAX. w/ (2) 16d
`-- SIMPSON H2.5(TYP.)
W/(2)12d END NAILS
BRACE TO LEDGER
END NAILS TO TRUSS
-- HOLD WALL 3-1/2"
@ EACH END
DOWN FOR
DOUBLE TOP PLATE
1'loo,-9" MAX.
__ OUTLOOKER
TRUSS PER PLAN
2x4 LEDGER W! (2) 10d
TRUSS PER PLAN
` - ~ HEADER PER PLAN IF
NAILS @ EACH WEB
REQ'D. MIN (1) JACK &
EXTERIOR SHEATHING.
(1) KING STUD w/ SIMPS.
TRUSS PER PLAN
Q
ATTACH PER PLAN
LSTA18 HEADER TO
w
FROM TOP OF WALL
VARIES
STUDS TYP. BASE
ui
TO BOTTOM
RAKED DOUBLE TOP
CONNECTION
m
j2x8
#2 SPF STUDS AT
PLATE
— SHEATHING PER PLAN
16" O.C.
CEILING NAILER AS
-- 1/2" x 8" J -BOLT @ 32"
DTC CLIP, (2) 8d NAILS
NOTE: PROVIDE ADDIT'L
REQ'D
_r- --� O.C. AND 6" FROM EA.
INTO BLOCKING, (2)
MASONRY WALL OR
2x8 #2 SYP PT. BASE
BLOCKING AS REQ'D
2x8 #2 SPF STUDS @
END w/ NUT & WASHER
MASONRY WALL OR
3/16" x 2 3/4" TAPCONS
LINTEL SEE PLAN
PLATE W/ 1/2" x 8"
PER HIB -91 & TRUSS
16" O.C. TYP.
MSTAM-24 TYP. EA.
LINTEL SEE PLAN "°
IN CMU. OR SIMPSON
ANCHOR BOLT OR
MANU.'S DRAWINGS;
�A---
SIDE OF EA. STUD.
_-
META16
TITEN HD @ 32 O.C. &
CEILING GYP. BD. IS
2x8 #2 SYP PT BASE-jL
,��
CENTERED BETWEEN
6" FROM EACH END
NOT A DIAPHRAGM
PLATE
FRAME AND CMU SEE
WALL SPLICE DETAIL
STD CONDITION
@ CMU
VAULTED CONDITION
@ CMU
CMU WALL PER PLAN
FOR REQ'D FLASHING
6E4 GABLE END @ VAULTED CEILING
3/4"=1'-0"
FIELD FRAMED VALLEY DETAIL
1/2"=V-0"
2x8 RIDGE BOARD
2x6 COLLAR TIE HALF
WAY UP HEIGHT OF
VALLEY. FASTEN w/ (5)
10d COMMON NAILS @
EACH END (TYP.)
2x6 RAFTER TO 2x8 TRUSS PER PLAN
RIDGE BOARD W/ A35
ON (1) SIDE OF
RAFTER & A35 ON ADJ
RAFTER TO OPP SIDE
(AS SHOWN)
2x6's @ 24" O.C. MAX.
EPSON DTC, (2) 8d
ILS INTO BLOCKING,
8d NAILS TO TOP
4TE
USS PER PLAN
FASTEN SYP OR SPF 2x4 SYP #2 BLOCKING,
2x6 (MIN.) PLATE THRU @ 24" O.C. W/ (2) 12d
SHEATHING PER PLAN END NAILS @ EACH Wr
W/ 1/4"x4-1/2" SIMPSON END.
TRUSS PER PLAN
DTC CLIP, (2) 8d NAILS
INTO BLOCKING, (2)
3/16" x 2 3/4" TAPCONS
IN CMU. OR SIMPSON
META16 AT 24" O.C.
SDS SCREWS TO TOP WALL SHEATHING PER LAY 2x4 BLOCKING
CHORD OF EACH PLANLINTEL PER PLAN OVER THE TOP OF THE
TRUSS BELOW BOTTOM CHORD.
FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d
VALLEY RAFTER NAILS @ EACH TRUSS
FRAMING (OR PRE -ENG AT 24" O.C.
VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL
2x PLATE WITH
SIMPSON MTS12 OR
LSTA12 & (5) 8d NAILS
@ EA. RAFTER TO PLT.
fi4 NON-BEARING WALL CLIP DETAIL
3/4"=1'-0"
GABLE BRACING @ 48"
JOB No. TM - 2153194
SCALE: AS INDICATED
DATE: 10/11/2016
PROVIDE 2x BLOCKING
w w, 4( cr mc:) Q U
: Z
O.C. MAX. 45° FROM
FOR NAILING
`C
••� 0 �
HORIZONTAL (+/- 10)
6. • $ w <
4
•""..
BRACE NOT REQUIRED
6' FROM EAVES.
TRUSS PER PLAN
,, ••" °�Z
••••••••R, Q
(� s >- O
SEE PLAN FOR It111Um LL
tA
SUPPORT AND TIE
DOWN OF JACK
PROVIDE BLOCKING TRUSSES r l
BETWEEN TRUSS BAYS V O
@ 48" O.C. FOR FIRST 3
BAYS SEE GABLE WALL PER PLAN w 4or
CONNECTION DETAIL O 1y m
(FRAME WALL SHOWN; c a ;r , Ofyl d� v
CONNFOR ECTIONS MAY ALSO BE j 13 0
MASONRY) IIID O
***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** p� ° o 0
• z�
I,�i!V!I tiG�
rr ll
• Y
1ti
0 0 •... 0
W
� Q
GABLE END @ FLAT CEILING w/ BOSTON HIP
3/4"=11-011
(2) 2x TOP PLATE SEE GE02/SD3 FOR
OUTLOOKER ORJ z
SHEATHING _
CANTILEVER 8d NAILS @ 4" O.C. o W J � Q
CONV. FRAME OR 0-
HEADER PER PLAN; GABLE TRUSS c oZS w z o
SEE HEADER VALLEY TRUSSES PER 9
U) 0
SCHEDULE & NOTES PLAN w Ur Q z u rn o�
FOR ADDT'L INFO. EXT. SHEATHING; Z UO g o a
SIMPSON LSTA12 OR0 w z
ATTACH PER NAILING I-- cn
SP4 CONNECTORS @ SCHED. Q 0 0
24"o.c. IF HEADER WITH w ui o
UPLIFT SPAN 4'-6" OR CONT. PLYWOOD ROOF Q Z Q ¢ � z o E
MORE. SHEATHING PER NAILING 0 O a
SCHEDULE OR OPT. 2x4 p
BLOCKING PERP. TO EA. pC, Q a N -'
2x DOWNFRAME TO c W w N
DOOR AS REQ'D VALLEY TRUSS NAILED Lu Z O U
TO TRUSS BELOW @ 24
O.C. W/ (2) 16d NAILS TYP. W
2x BLOCKING W/ (3) 12d
TOE NAILED @ EA. END N W
W
1/2" THREADED ROD MAIN SPAN ROOF = .�
EA. SIDE OF HEADER SIMPSON META16 @ TRUSS
(CENTERED w/in TOP 32" O.C. GABLE TRUSS UPLIFT CONNECTOR U)
PLATE & 6" FROM JAMB TO MASONRY. AT
STUDS) w/ MIN 7" WOOD WALL (SEE SCHEDULE)
EMBED. INTO SLAB LOCATIONS USE MASONRY WALL
ONLY REQ'D @ BRG LSTA18 OR MTS 12 @ SHOWN, SEE PLAN
WALL W/ UPLIFT 32" O.C. FOR WOOD OR
MASONRY ri
(GE�OGABLE END AT VALLEY FRAMING o
CONNECTION TO TRUSS 3/4"=1'-0"
HEADER STUDS PER LV
HEADER SCHEDULE 2 LO
U.N.O. ON PLANS O N
c.�
21-0
OZJ
ATTACH JAMB STUDS V) < W
PER WF08/SD4 (� co Y
s= OLaO
O
20
4
Lu uj p
PT . BASE PLATO
E �
TYPICAL HEADER DETAIL
1/2"=1'-0"
NOT USED
SD3
JOB No. TM - 2153194
SCALE: AS INDICATED
DATE: 10/11/2016
TYPICAL HEADER DETAIL
1/2"=1'-0"
NOT USED
SD3
NOTE:
PLATE LENGTHS MUST BE AT
LEAST 8'-0" LONG. TYP.
PIPE OR DUCT W/
PENETRATION OF 2 ROWS 10d @ 3" O.C.
MORE THAN 50% OF
TOP PLATE WIDTH
INSTALL SIMPSON 2x4 STUDS PER
PSPN516Z W/ (12) 16d FRAMING PLAN
NAILS TYP. TOP & BOT.
- DOUBLE 10d @ 3" O.C.
— TOP SPLICE
2x4 BEYOND AGAINST -
48" 2x8 STUDS
MSN
ATTACH 2x STUDS TO -
TOP PLATE W/ (4) 16d
NAILS ((2) ON EA. SIDE)
TYP. AT ALL EXTERIOR
DOUBLE 2x4 TOP
PLATE
PROVIDE 2x4 ON TOP
OF 2x8 TO BLOCK OUT LAP SPLICE 48" MII`
TOP PLATE ATTACH W/ ATTACH PER NAILI
(2) 10d NAILS O.C. PATTERN ON THIS
(SOLID BLOCK W/ 2x6) DETAIL
NOTES:
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN
NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION
3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY)
BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4"
10d NAILS 1" EDGE 1 1/2" EDGE
10d x 3" COMMON -
❑X 2 1/2"z Lu
a
w 1 1/2" z N
N
_ r
N N
N 1. —
"' 10d x 3" COMM(
OVERLAP TOP PLATE 10d x 3" COMMON OPP.
AT CORNER SIDE z
U
(DATTACH 2x STUDS TO CONDITIONS NAIL BOTTOM PLATE
TO CORNER STUD
TOP PLATE W/ (4) 16d
PACK w/ (4) 10d NAILS U)
NAILS ((2) ON EA. SIDE)
TYP. AT ALL EXTERIOR
2x4 #2 SPF
PLAN@
SEE TRUSS PLAN FOR
2x BRG WALL, SEE
2x8 STUDS PER
MORE INFO &
MORE INFO & w/ (2) 16d END NAILS
IIII
CONNECTION
CONDITIONS
STRAP IS NOT REQUIRED.
�Q
++
xxx
2x12 BOX HDR w/ 2x8's
FRAMING PLAN
LIII
------`-
U.N.O.
�o
2x BLOCKING
IIII
2x4 #2 SPF
II II II
SIMPSON LSTA24 EACH
❑ =
0
TOP SPLICE
w/ (2) 16d END NAILS
I I II IIII
1_JL
ILL�1
PRE -ENG. ROOF
BOTTOM SPLICE OVER
o
SPACING. MIN (2) 2x
16" O.C. MAX.
_1L
—
�==I==IL
_-------0
SEE PLAN FOR
O
N�---
STUD
NAILS PER PLY
O.C. MAX.
FLOOR SYSTEM
SIMPSON H3 CLIP
U- 0
TOP PLATE CORNER TRANSITION
- - - -
--
CDO CORNER COLUMN FRAMING
12
DOUB�_-------
2xs TOP
TOP PLATE TRANSITION
WQ
12" O.C.
PLATE
PLATE
2x BOTTOM PLATE
SEE PLAN
F0 TYPICAL TOP PLATE SPLICE @ BRG. WALL
OPENING SIZE
1 BEYOND SEE PLAN
Z
POST TO BEAM
SIMPSON H3 CLIP
3/4"=1'-0"
_- SHEATHING PER PLAN
PLAN VIEW @ TOP OF POST
F1 EXTERIOR SHEATHING SCHEDULE
i
JcnaZ�o
U)
TO STUDS OR BEAM w/
(4) 10d NAILS FOR
2x DBL TOP PLATE
MIN. 15/32" EXP 1 SHEATHING
d 00ua): cc
� c
CONV. FRAMED
SHEATHING PER PLAN
BEYOND 2
INSTALLED VERTICALLY.
MEMBERS ONLY
0
NAIL SHEATHING AT FRAME WALL BOTTOM PLATE
3/8
LL z
AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING
-IT
- - - - -
-------�--�-
- - -
FF
- - - -
II--
0
v z J
w_�
W
(1) ROW OF 8d COMMON NAILS @ 3" O.C.
Q
='A'=
o�
NAIL SPACING
6
VV
z0
z
T
Q
NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON
Z
II
@ 24" O.C. w/ EXT.
I I II
II I I
W
❑ Q
NAILS @ 3" O.C.
I;
II
11- �I-
I I - II
- II - II
a T
0
NAIL OPENING PERIMETER w/ (2) ROWS OF 8d
1/2A,
(4) 12d NAILS EACH
1/2"
III
-
TRUSS MEMBER (TOP
� w (D
=
COMMON NAILS @ 3" O.G.
-
AND BOTTOM CHORDS
�
m
III I I
I I I
WALL SHEATHING
o �,
=
Q
NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL
o °
III
III II
II I
SPLICE, SEE SPLICE
EDGES 6" O.C. U.N.O. PLANS
A
1/2"
DETAIL. MAX 1/8
III
OPENING
III II
II II
SPACE BETWEEN
w w
STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d
00
(2) 2x4's (2) 2x6's
TYPICAL BUILT-UP STUD COLUMN DETAIL
4 w COMMON NAILS 3" O.C.
DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 O NAILS
III III II PANELS @ @ 4" O.C.
III 3 II I II I I J � t`6 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING
Ir
PER -ENG TRUSSES -
1-1/2"=1'-0"
ROOF SHEATHING,
FASTEN PER PLAN
2x4 FRAMING @ 24"
O.C. MAX.
PROVIDE (4)10d x3"
NAILS AT JOINT
10d x 3" COMMC
OPP. SIDE
(2) 2x8's
(2) 2x COLUMN
2 1/2" EDGE
01" sc.
2�<FN Z qp� TO
O
z
a
00
7
c
C
U
0
EDGE DISTANCE
PE!700 I L
10dx3"
INSIDE PLY NAILS NAILED AT 8" O/C
STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's
(3+) 2x COLUMN
ROOF SHEATHING,
FASTEN PER PLAN
2x4 FRAMING @ 24"
O.C. MAX.
PROVIDE (4) 10d x 3"
NAILS AT JOINT
III TYP. III II II II O HEADER W/ 8d COMMON NAILS @ 3 O.C. (2) ROWS @2x SCAB
III AROUND III II II II 2x STUDS BEYOND, � � TOP &BOTTOM SHEATHING SPLICE, STUD PER PLAN �- - @ 4" O.C.
10d NAILS —I \
III OPENING III II II II SEE PLAN FOR MORE < L (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION -
INFO I— O � O VERTICAL MEMBER IF GABLE END - PER -ENG TRUSSES
III III II II I z SHEATHING & PER PLAN 2 FASCIA PERP 2x FASCIA
SEE
PLAN
3/4"=1'-0"
ROOF SHEATHING,
NAIL PER PLAN (2) 2x BUILT-UP COL.
DOUBLE TOP PLATE
SIMPSON SP4 OR SP2 2x BLOCKING W/ (2)
@ EACH STUD 12d NAILS @ EACH END -
PRE-ENGINEERED \)v SIMPSON LSTA30 W/ —
ROOF TRUSS - SEE II (22) 10d NAILS (ALL z
FRAMING PLAN FOR CORNER CONDITIONS
SPACING EXTERIOR SHEATHING STRAP AROUND a
SEE PLAN FOR NAIL PER PLAN TALLER STUD) w
NOTE:
15/32 OR 7/16 STRUCTURAL 1 PLYWOOD / O.S.B. TO BE
USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS
REQ'D. EXCEPT AS NOTED ON PLANS.
SHEATHING SPLICE NOTE: SAME THICKNESS AND
STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS
REQUIRED BETWEEN STUDS.
EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT
TO BEAR ON MASONRY OR CONCRETE UNLESS FELT
PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF
PLYWOOD SHOULD BE MAINTAINED
CONNECTION
2x4 #2 SPF
PLAN@
SEE TRUSS PLAN FOR
2x BRG WALL, SEE
w_
MORE INFO &
MORE INFO & w/ (2) 16d END NAILS
IIII
CONNECTION
II II II
STRAP IS NOT REQUIRED.
�Q
++
xxx
2x12 BOX HDR w/ 2x8's
II II
LIII
TOP & BOT., 2x8 TO
U.N.O.
�o
2x BLOCKING
IIII
2x4 #2 SPF
II II II
SIMPSON LSTA24 EACH
❑ =
0
STUD
w/ (2) 16d END NAILS
I I II IIII
1_JL
ILL�1
PRE -ENG. ROOF
�U-
o
SPACING. MIN (2) 2x
16" O.C. MAX.
_1L
—
�==I==IL
_-------0
SEE PLAN FOR
O
N�---
J/WRSECTION @ DOUBLE BEARING
NAILS PER PLY
O.C. MAX.
FLOOR SYSTEM
SIMPSON H3 CLIP
U- 0
C�1
- - - -
--
CDO CORNER COLUMN FRAMING
12
w
�Ql
WQ
12" O.C.
CUT TO FIT
2x BOTTOM PLATE
SEE PLAN
HTS20 CLIP FROM
OPENING SIZE
1 BEYOND SEE PLAN
Z
POST TO BEAM
SIMPSON H3 CLIP
SHEATHING DIAGRAM
_- SHEATHING PER PLAN
PLAN VIEW @ TOP OF POST
F1 EXTERIOR SHEATHING SCHEDULE
i
JcnaZ�o
U)
SEE
PLAN
3/4"=1'-0"
ROOF SHEATHING,
NAIL PER PLAN (2) 2x BUILT-UP COL.
DOUBLE TOP PLATE
SIMPSON SP4 OR SP2 2x BLOCKING W/ (2)
@ EACH STUD 12d NAILS @ EACH END -
PRE-ENGINEERED \)v SIMPSON LSTA30 W/ —
ROOF TRUSS - SEE II (22) 10d NAILS (ALL z
FRAMING PLAN FOR CORNER CONDITIONS
SPACING EXTERIOR SHEATHING STRAP AROUND a
SEE PLAN FOR NAIL PER PLAN TALLER STUD) w
NOTE:
15/32 OR 7/16 STRUCTURAL 1 PLYWOOD / O.S.B. TO BE
USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS
REQ'D. EXCEPT AS NOTED ON PLANS.
SHEATHING SPLICE NOTE: SAME THICKNESS AND
STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS
REQUIRED BETWEEN STUDS.
EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT
TO BEAR ON MASONRY OR CONCRETE UNLESS FELT
PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF
PLYWOOD SHOULD BE MAINTAINED
CONNECTION
2x4 #2 SPF
PLAN@
SEE TRUSS PLAN FOR
2x BRG WALL, SEE
SHEATHING PER
MORE INFO &
MORE INFO & w/ (2) 16d END NAILS
PLAN FOR STUD SIZE &
CONNECTION
CONNECTION EACH END
STRAP IS NOT REQUIRED.
SPACING. MIN (2) 2x
++
xxx
2x12 BOX HDR w/ 2x8's
UNDER GIRDER TRUSS
TO GABLE END STUDS w
TOP & BOT., 2x8 TO
U.N.O.
(2) 1/4" X 3'/z" SIMPS. SDS
2x BLOCKING
@ 24" O.C. w/ EXT.
2x4 #2 SPF
@ 6" O.C. 2x12 AT
SIMPSON LSTA24 EACH
BLOCKING @ 24" O.C.
WALL TO PRECAST
STUD
w/ (2) 16d END NAILS
LINTEL w/ (2)ROWS OF
2x BRG WALL, SEE
PRE -ENG. ROOF
PLAN FOR STUD SIZE &
TRUSS PER PLAN
SPACING. MIN (2) 2x
16" O.C. MAX.
UNDER GIRDER TRUSS
xxxx
SEE PLAN FOR
U.N.O.
CONNECTION
J/WRSECTION @ DOUBLE BEARING
3/4"=1 '-0"
(2) 2x TOP PLATE
BLOCKING f GYPSUM WALLBOARD _ x LAN
JOINT, MAX. 1/8" GAP CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS
NAILING PER
SCHEDULE
2x4 BLOCKING PLACED
FLATWISE (2) 16d
NAILS EACH END
SHEATHING SPLICE DETAIL
TE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS.
ILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO
MOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING
ERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS
LEDGER PER PLAN TO LEDGER
2x4 PT LEDGER W/ 2x4 LEDGER W/ (2) 16d
1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 16" O.C.
O.C. PLAN
TSEELEV. FOR SEE ELEV. FOR
. SIZE O.H. SIZE
CONDITION @ CMU WALL CONDITION @ FRAME WALL
TYPICAL SCAB OVERHANG
3/4"=1'-0"
SEE FLOOR FLAN FOR TRUSS FOR MORE INFO
MORE BRG. WALL INFO LINTELS LINTELS
a4
LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PL
2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT.
(2) 2x TOP PLATE
ATTACH 2x TO I I
BUILT-UP W/ (2)
ROWS OF 10d NAILS
STAGGERED @ 8" O.C.
WF 1 STEP @BEARING FRAME WALL
3/4"=1'-0"
/-- 2x6 SYP #2 LEDGER. TO
2x4 #2 SPF
PLAN@
SEE TRUSS PLAN FOR
SEE TRUSS PLAN FOR BLOCKING @ 24" O.C.
SHEATHING PER
MORE INFO &
MORE INFO & w/ (2) 16d END NAILS
5/8" THREADED ROD w/
CONNECTION
CONNECTION EACH END
STRAP IS NOT REQUIRED.
++
xxx
2x12 BOX HDR w/ 2x8's
4'-0" MAX.
TO GABLE END STUDS w
TOP & BOT., 2x8 TO
2x8 #2 SPF VERTICAL
(2) 1/4" X 3'/z" SIMPS. SDS
2x12 w/ 10d X 3" NAILS
@ 24" O.C. w/ EXT.
2x4 #2 SPF
@ 6" O.C. 2x12 AT
SHEATHING PER
BLOCKING @ 24" O.C.
WALL TO PRECAST
NAILING SCHEDULE &
w/ (2) 16d END NAILS
LINTEL w/ (2)ROWS OF
+ ++ + (4) 12d ,NAILS EACH
EACH END
1/4" x 4" TAPCONS @
2x4 #2 SYP P.T. @ EA. TRUSS MEMBER
SYP #2 LEDGER w/ 1/4"
16" O.C. MAX.
TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @
xxxx
STAGGERED
TRANSOM BETWEEN
INTO TRUSS & (3) 12.d EACH VERTICAL
TOENAILS INTO OTHER -
TRANSOM BETWEEN
SEE WALL CLIP DETAIL 4
SEE FLOOR FLAN FOR TRUSS FOR MORE INFO
MORE BRG. WALL INFO LINTELS LINTELS
a4
LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PL
2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT.
(2) 2x TOP PLATE
ATTACH 2x TO I I
BUILT-UP W/ (2)
ROWS OF 10d NAILS
STAGGERED @ 8" O.C.
WF 1 STEP @BEARING FRAME WALL
3/4"=1'-0"
/-- 2x6 SYP #2 LEDGER. TO
w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2"
TAPCONS @ 12" O.C. TAPCONS @ 12" O.C.
SPACED EVENLY SPACED EVENLY
VERTICALLY VERTICALLY
2x6
2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @
POCKET SGD 3" O.C. TO EA, 2x6 POCKET SGD -- - - EACH VERTICAL POCKET SGD
ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY
BUILDER BUILDER BUILDER
S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER
1/2"=11-0" 1/2"=V-0"
LEDGER @ LOW ROOF
SEE TRUSS PLAN FOR
MORE INFO &
CONNECTION l�
2x8 #2 SPF VERTICAL
BEAM INTO LONG SPAN AS INDICATED ON BEAM
PLAN@
O.C. MAX.;
STUDS w/ (2) 1/4" X 4'/2"
SHEATHING PER
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN
5/8" THREADED ROD w/
SIMPS. SDS SCREWS @
_
STRAP IS NOT REQUIRED.
16" O.C. MAX.;
w/ (2) 1/4" X 3'/Z" SIMPS.
4'-0" MAX.
TO GABLE END STUDS w
EXT. BEAM PER PLAN PT POST PER PLAN
EXTERIOR WALL/TRUSS
(2) 1/4" X 3'/z" SIMPS. SDS
SDS SCREWS @ 16"
FASCIA PER
II
SCREWS @ 16" O.C.
O.C. MAX.;
SO4 HEADER @ POCKET SLID
COMMUNITY SPECS
MAX.;
LAP BEAM PLYS AND
2X4 SYP #2 OR
PLAN FOR ADDITIONAL
SYP #2 LEDGER w/ 1/4"
TO MASONRY w/ 2x6 PT
NAIL AS SHOWN (5) 10d
INFO
x 2 3/4" TAPCONS @12"
ROOF TRUSSES @ 24"
SIDE VIEW @ BASE OF POST
SYP #2 LEDGER w/ (2)
NAILS PER PLY
O.C. MAX.
SIMPSON H3 CLIP
1/4" x 2 3/4" TAPCONS AT
C�1
EXT. BEAM PER PLAN
SHINGLE ONLY
CDO CORNER COLUMN FRAMING
12
(SDO1 TYPICAL SHED ROOF DETAIL
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WQ
12" O.C.
oQo�
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SIMPSON H3 CLIP
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PLAN VIEW @ TOP OF POST
2x4 SYP #2 LEDGER.
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ABU POST BASE PER
SDS SCREWS 16"
MEMBERS ONLY
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TAPCONS @ 12" O.C. TAPCONS @ 12" O.C.
SPACED EVENLY SPACED EVENLY
VERTICALLY VERTICALLY
2x6
2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @
POCKET SGD 3" O.C. TO EA, 2x6 POCKET SGD -- - - EACH VERTICAL POCKET SGD
ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY
BUILDER BUILDER BUILDER
S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER
1/2"=11-0" 1/2"=V-0"
LEDGER @ LOW ROOF
SEE TRUSS PLAN FOR
MORE INFO &
CONNECTION l�
2x8 #2 SPF VERTICAL
H u
PLAN@
O.C. MAX.;
SHEATHING PER
5/8" THREADED ROD w/
TO GABLE END STUDS
_
(4) 12d NAILS EACH
NUT SET IN ADHESIVE
w/ (2) 1/4" X 3'/Z" SIMPS.
4'-0" MAX.
2x8 w/ (2) 1 O NAILS @
EACH VERTICAL
SDS SCREWS @ 16"
FASCIA PER
II
BUILDER
O.C. MAX.;
SO4 HEADER @ POCKET SLID
COMMUNITY SPECS
SEE FOUNDATION
TO MASONRY w/ 2x4 PT
2X4 SYP #2 OR
PLAN FOR ADDITIONAL
SYP #2 LEDGER w/ 1/4"
PRE-ENGINEERED
_u� 3
INFO
x 2 3/4" TAPCONS @12"
ROOF TRUSSES @ 24"
SIDE VIEW @ BASE OF POST
O.C.
O.C. MAX.
SIMPSON H3 CLIP
DESIGNED FOR
C�1
SHINGLE ONLY
CDO CORNER COLUMN FRAMING
OZS
(SDO1 TYPICAL SHED ROOF DETAIL
w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2"
TAPCONS @ 12" O.C. TAPCONS @ 12" O.C.
SPACED EVENLY SPACED EVENLY
VERTICALLY VERTICALLY
2x6
2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @
POCKET SGD 3" O.C. TO EA, 2x6 POCKET SGD -- - - EACH VERTICAL POCKET SGD
ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY
BUILDER BUILDER BUILDER
S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER
1/2"=11-0" 1/2"=V-0"
LEDGER @ LOW ROOF
SEE TRUSS PLAN FOR
MORE INFO &
CONNECTION l�
2x8 #2 SPF VERTICAL
H u
@ 24" O.G. w/ EXT.
vA
LINTEL PER PLAN
SHEATHING PER
NAILING SCHEDULE &
(4) 12d NAILS EACH
TRUSS MEMBER
2x8 w/ (2) 1 O NAILS @
EACH VERTICAL
POCKET SGD
ATTACHMENT BY
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STRUCTURAL ENG: BED
DRAFTING:
-STRUCT: TNT
QC CHECK:
CC
JOB No.
TM - 2153194
SCALE:
AS INDICATED
DATE.
10/11/2016
SD4
4
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