400 Red Rose Ln 16-2685 (a)GENERAL CONSTRUCTION NOTES:
CHAPTERS AND SECTIONS REFER TO F.B.G.R - 5TH EDITION (2014)
NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNE55
ARE TO BE CONSIDERED "NOMINAL DIMEN51ON5"
' OCCUPANCY AND CONSTRUCTION TYPE:
THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION,
LOT 30 TH,ORNBROOKE 50 S 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 LE65 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD
OR EQUIVALENT IN ACCORSTANTON 2055 ELEVATION ME MEDITERRANEANDANCE WITH F.B.C.R. 5TH EDITION (2014) 8102.3.5.
EXTERIOR FINISHES:
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) 81103.6.1 AND A5TM C 1063. ALL LATH AND LATH
ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1112 INCH II GAUGE NAILS HAVING A 1/16 INCH
HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES 5PAGED NO MORE THAN 6 INCHES, OR AS OTHERW15E APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE
GARAGE RIGHT PER F.B.C.R. - 5TH EDITION (2014) 8103,6.2 AND ASTM C 926. PER RB.C.R. 5TH EDITION (2014) 8103.62.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 2b GALVANIZED SHEET GAUGE
CORRO51ON-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED 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 ASTM G 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES A50VE PAVED
AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP
SCREED. PER F.B.C.R 5TH EDITION (2014) R103.6.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE
BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B,C.R, 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH A5TM C 926.
TAYLOR MORRISON
STUCCO CONTROL JOINTS:
STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM G 1063-06 (1,11,4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE: AREAS NOT MORE THAN 144 5.F. AND DELINEATE AREAS NOT
MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2
TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR
PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS.
EGRE55:
I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM
THORNBROOKE 50's OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM.
COMMUNITY SPECIFIC FLASHING:
I. 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
STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX 2.APROVEDC y
2. APPROVED C0880510N-RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 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-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103,8,
9-14-16 CREATED OT 5 CMC AN FOR LOT 30 IN COV - GENERAL NOTES, INDEX, SPECIFICATIONS WINDOW INSTALLATION:
STEM WALL FOOTING, ALUMINUM OVER 2x6 SUB FASCIA, RE EDL PE PL I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE
SHINGLE ROOF, ELECTRIC NEAT, 50 GAL. W.N., 150 AMP THORNBROOKE 50'5 ELEVATION 1 SLAB INTERFACE PLAN PROVIDED BY THE MANUFACTURER FOR EACH WINDOW,
5ERVICE/PANEL BOX, 6-8 DOORS THROUGHOUT, PAINTED "ME. -MEDITERRANEAN" GARAGE RIGHT W/ /� i
KNEE WALLS, ELECTRIC RANGE, PAVER DRIVE AND LEAD PLAN OPTIONS INCLUDING: NICHE AT FOYER, 2/`11 -FLOOR PLAN N®TES DWELLING / GARAGE OPENIN65:
WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, TRAY CEILING AT MA5TER SUITE, THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8 IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB
2A2- F L00 R PLAN DIMENSIONS GORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH ASELF-CLOSING DEVICE.
INTERCONNECT IN WALL WIRE CHA5E TUBE,
UNDER -CABINET LIGHTING AT KITCHEN (ONLY), FLOOD ZONE REQUIREMENTS:
ADDITIONAL OUTLET IN NON=WET AREA, (12) 3A1 - FRONT ELEVATION PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION,
ADDITIONAL RECE55ED CANS, AND (5)
3A2 ELEVATIONS ROOF PLAN BUILDING SECTION ASPHALT SHINGLES (IF APPLICABLE)
-
CEILING FAN PRE -WIRES, I, WIND RESISTANCE OF ASPHALT SHINGLES. -ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND 89052.6.1,
11 ----"^ 2 ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2.12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN
• JOB NUMBER 26002.219
CAD FILE NAME LOT 30 TB
ISSUED 09-14-16
REMISED
3A3 -FLASHING DETAILS
12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11,
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A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL
C
3A4 - FLASHING DETAILS
(4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM p 615115 REQUIRED )N ACCORDANCE WITH SECTION
RW52.1.
DESIGN GPOVP
0
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L50 STATE STREET EAST
4A - ELECTRICAL PLAN
CLAY AND CONCRETE TILE (IF APPLICABLE)
813.925.1800 FAX
WWW.DAVISBEW&COM
THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R, - 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR
a EST. 1994
RECOMMENDATIONS OF FRSA/TRI FLORIDA NIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASE) 15 DETERMINED IN ACCORDANCE WITH
SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, REQUIRED UNDERLAYMENT PER F.B.CR. - 5TH EDITION (2014) 8905.33 SHALL CONFORM WITH A5TM D 226, TYPE
11; 45TM 1)2626, TYPE 11; OR A5TM D 1910 OR A5TM D 6380, CLA56 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH-FR5A/TRI FLORIDA HIGH
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WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASE) 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RMM,MENDATIONS
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OF RAS 118,119 OR 120,
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CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE)
1, 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
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24" NIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER,
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TUB AND 5HOWER AREAS:
I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 01288, C1325, OR CI118 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,
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TERMITE PROTECTION:
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I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501L
TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A
R,ECOID COPY
NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERIMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE.
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE 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 LESS 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 ACCE561BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES,
REVIEWED FOR CODE COMPLIANCE
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 ANp 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
PLANS EXAMINER
3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 126 GAUGE (0.48
mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
DATE
4 FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO
• JOB NUMBER 26002.219
CAD FILE NAME LOT 30 TB
ISSUED 09-14-16
REMISED
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DESIGN GPOVP
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TAMPA • DENVER
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THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
®IVISIO�1 5, AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL >=
/SNF®R® B19 OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS SECTIONS M14113.
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 0
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL EXHAU5T FANS AND VENTING:
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGEID TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC,
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS, SOFFIT, RIDGE VENT OR CRAWL SPACE,
CONSTRUCTION OR VIOLATIONS OF THIS CODE 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 DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE 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 0 •
COMP'A.C'TION, TEST MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH W DEGREE 0.6 RAD) BEND. THE
REQUIRED MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN IS INSTALLED AND LISTED AND 2055
i'desults to be Verified LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER •
at Slab Inspection FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER
15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER
EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." TITLE e
C 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN F$C, COVER SHEET
`# 1 6 — 2 6 85 GENERAL NOTES
ATTENTION GENERAL CONTRACTOR / BUILDER: _
@�\LDINC ° 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON51BILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO
APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING -
iS AIN r,"0RD CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S 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'S OFFICE„ THE DRAFTER SHALL NOT BE HELD RESPONSIBLE.
• SHEET •
REV. 10-14-2015
r
DAVIS BEWS
DESIGN GPOVP
L50 STATE STREET EAST
OLDSMA& FLORIDA 34677
813. 925. 1300 TEL
813.925.1800 FAX
WWW.DAVISBEW&COM
TAMPA • DENVER
a EST. 1994
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THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
®IVISIO�1 5, AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL >=
/SNF®R® B19 OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS SECTIONS M14113.
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 0
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL EXHAU5T FANS AND VENTING:
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGEID TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC,
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS, SOFFIT, RIDGE VENT OR CRAWL SPACE,
CONSTRUCTION OR VIOLATIONS OF THIS CODE 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 DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE 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 0 •
COMP'A.C'TION, TEST MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH W DEGREE 0.6 RAD) BEND. THE
REQUIRED MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN IS INSTALLED AND LISTED AND 2055
i'desults to be Verified LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER •
at Slab Inspection FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER
15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER
EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." TITLE e
C 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN F$C, COVER SHEET
`# 1 6 — 2 6 85 GENERAL NOTES
ATTENTION GENERAL CONTRACTOR / BUILDER: _
@�\LDINC ° 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON51BILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO
APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING -
iS AIN r,"0RD CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S 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'S OFFICE„ THE DRAFTER SHALL NOT BE HELD RESPONSIBLE.
• SHEET •
REV. 10-14-2015
6
6
40'-0"
224"
A/C PAD
I' 4" 20'-6" (VERIFY
LOCATION)
PAVER DRIVE / LEADWALK
5'-4" 2'-4" 16'-0" 2'-4"
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JOB NUMBER 26002.219•
CAD FILE NAME LOT 30 T9
ISSUED 09-14-16
REVISED
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JOB NUMBER 26002.219•
CAD FILE NAME LOT 30 T9
ISSUED 09-14-16
REVISED
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• SHEET •
DAVIS BEWS
DESIGN GPOVP
150 STATE STREET EAST
OLDWAR, FLORIDA 34677
813. 925. 1300 TEL
813.925.1800 FAX
W W W.DAVISBEWS-COM
TAMPA •DENVER
-�� FST. 1994
ITLE •
SLAB INTERFACE PLAN
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150 STATE STREET EAST
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EST. 1994
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20'-8..
150 STATE STREET EAST
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CAD FILE NAME LOT 30 TB
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• JOB NUMBER 26002.219
CAD FILE NAME LOT 30 TB
ISSUED 09-14-16
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ELEVATION "ME - MEDITERRANEAN"
• TITLE •
FRONT ELEVATION
DETAILS
II 3C1 II
DAVIS BEWS
DESIGN GROVP
150 STATE STREET EAST
OLDSMAR, FLORIDA 34677
813.92.5.1300 TEL
813. 925.1800 FAX
W W W.DAVLSBEWS.COM
TAMPA •DENVER
EST. 1994
ELEVATION "ME - MEDITERRANEAN"
• TITLE •
FRONT ELEVATION
DETAILS
II 3C1 II
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PITCHE5 LE65 THAN 4:12
11/2" THICK
SAND FIN15H
KEYSTONE
- (IF APPLICABLE)
RA15ED
SAND FINISH
TEXTURED BANDING
3/4"
THICK
TYP. CROSS-SECTION OF RAISED
TEXTURED FINISH BANDING AND /
OR SAND FINISH KEYSTONE
5CALE: 3" = 1'-0"
GLEAR OPENING HEIGHTS
IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE
WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE
FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART
OF THE CLEAR OPENING OF THE WINDOW SHALL BE A
MINIMUM OF 24 INCHES ABOVE THE FINI5HED FLOOR OF THE
ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE
5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT
ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE
SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE
FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE R612.2
WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS,
WHERE PROVIDED, SHALL COMPLY WITH THE
REQUIREMENT5 OF A5TM F 2090 PER F.B.C. 2010
RESIDENTIAL CODE 8612.3
40'-0"
(VERIFY W/ TRUSS MANUF.)
SECTION AA
5CALE: 1/8" = 14
12
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LEFT ELEVATION (A55UMED)
SCALE: 1/8" - I'-0"
12
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SCALE: I/8" = I'-0"
ZIP
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12
12
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TYP. TEXTURED Q TEXTURED
cO RETURN * * FIN15H7 TEMP. FIN15H 7
AT 51DE5
FINISH FLOOR LINE FINISH FLOOR LINE
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RIGHT ELEVATION
5CALE: 1/8" - 1'-0"
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DESIGN GROVP
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GRADE LINE
(455UMED) REAR ELEVATION
SCALE: I/8" = I'-0"
ZIP
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12
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/HINGLE
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TYP. TEXTURED Q TEXTURED
cO RETURN * * FIN15H7 TEMP. FIN15H 7
AT 51DE5
FINISH FLOOR LINE FINISH FLOOR LINE
GRADE LINE
(ASSUMED)
RIGHT ELEVATION
5CALE: 1/8" - 1'-0"
• JOB NUMBER 26002.219•
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OLDSMAR, FLORIDA 34677
813.925.1300 TEL
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PRECAST LINTEL
TYPICAL FLASHING AT PRECAST
OF MATERIAL PER
:VATIONS WITH APPROVED
DERLAYMENT (REFER TO
VER SHEET)
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JSSES AT 24" O.C.
RRICANE STRAP PER
OF FRAMING PLAN
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DOOR "Z" FLASHING DETAIL
FLASHING
WOODEN
SIDING
SILL PLATE
SEE NOTE #2
WALL SHEATHING
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
SILL PLATE
3. INSTALL SILL FLASHING AS SHOWN ABOVE
4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT
5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING
LAPS
TYPICAL FLASHING DETAIL AT SILL. PLATE
TIE-IN WITH WEATHER RESISTIVE BARRIER:
1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH
FLASHING TO FORM WATER SHEDDING LAPS
2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING INSTALLATION
4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER
5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING
AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE
FLASHING
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DESIGN GROVP
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PROVIDE SELF ADHERED Z
- EST. 1994
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1)
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BARRIER
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NOTES:
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(MIN. 6" WIDE)
2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
3. MECHANICALLY FASTEN AS NECESSARY
TYPICAL SLIDING GLASS DOOR FLASHING DETAIL
FOLD UP WEATHER RESISTIVE
MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE
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i
i
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WINDOW) 2
i FLASHING
FLASHING DO NOT FLASH
OVER BOTTOM
NAILING FLANGE
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INSTRUCTIONS:
NOTES:
1. CUT, FOLD UP & TEMPORARILY
SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
INSTALLATION SILL PLATE
2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
WEATHER RESISTIVE BARRIER
4. INSTALL FLASHING AND WEATHER RESISTIVE
3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
BARRIER BACK OVER HEAD
FLASHING AND SEAL WITH TAPE
TYPICAL WINDOW FLASHING DETAIL
PROVIDE SELF ADHERED
FLASHING
LAPPING DOWN OVER RIM JOIST
AND UP WALL BY 6"
2X4'S @ 16" O.C. BRG EXT WALL
FLASHING TO EXTEND 36"
7/16" O.S.B. SHEATHING
- BUILDING WRAP BEYOND
FLASHING.
CEMENT PLASTER STOP
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j
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EXTERIOR FINISH
PER BUILDER
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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
WALL COVERING
2014 FBRC SECTION R703 EXTERIOR COVERING
EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE
EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL
ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER
WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS
REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY.
PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE
WITH SECTION R702.7 OF THE CODE.
R703.2 WATER -RESISTIVE BARRIER 00
ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH .. ® z
ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF,
ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER co � -r
THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESSJl�)
THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND ®®i,®
TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE �` 0,°��; •®•°°•° `'���
EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.
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R703.8 FLASHING a
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APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT•���`�:
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING °°°••.•••° `1�`
COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR
,1111111 ;,
FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT;
COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND
CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF
SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
n
CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:a
1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND r
0 GS L A S
TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT
DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE
OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD:
1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT
ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S
INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE
SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A
MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE
BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR
PROTECTION AT THE HEAD AND SIDES.
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL.
M
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 0'
1.4 IN ACCORDANCE WITH FMA/HAMA 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 >m
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. •
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME •
CONSTRUCTION. 2055
6. AT WALL AND ROOF INTERSECTIONS.
• TI TLE •
7. AT BUILT-IN GUTTERS. FLASHING DETAILS
°
•
x
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DAVIS BEWS
DESIGN GROVP
Lo
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- EST. 1994
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- /
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41 Z520
TEXTURED
CEMENT PLASTER
FINISH
TYPICAL
DOOR FLASHING AT BALCONY
EXTERIOR SHEATHING
wF�Ty
FOLD UP WEATHER
RESISTIVE
LSCURE
TEMPORARILY
1)
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
TYPICAL SLIDING GLASS DOOR FLASHING DETAIL
FOLD UP WEATHER RESISTIVE
MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE
NECESSARY IN CORNERS RESISTIVE
THROUGH FLASHING BARRIER
i
i
WEATHER i EXTERIOR
RESISTIVE SHEATHING
1 BARRIER
TAPE / SILL PLATE
2
(ASSEMBLED FLASHING 1
WINDOW) 2
i FLASHING
FLASHING DO NOT FLASH
OVER BOTTOM
NAILING FLANGE
HEAD FLASHING TIE-IN
INSTRUCTIONS:
NOTES:
1. CUT, FOLD UP & TEMPORARILY
SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
INSTALLATION SILL PLATE
2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
WEATHER RESISTIVE BARRIER
4. INSTALL FLASHING AND WEATHER RESISTIVE
3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
BARRIER BACK OVER HEAD
FLASHING AND SEAL WITH TAPE
TYPICAL WINDOW FLASHING DETAIL
PROVIDE SELF ADHERED
FLASHING
LAPPING DOWN OVER RIM JOIST
AND UP WALL BY 6"
2X4'S @ 16" O.C. BRG EXT WALL
FLASHING TO EXTEND 36"
7/16" O.S.B. SHEATHING
- BUILDING WRAP BEYOND
FLASHING.
CEMENT PLASTER STOP
WATERPROOF MEMBRANE
j
I I
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TRUSS
I I
I I
I I
I I
I I
I
SEE STRUCTURAL FOR
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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
WALL COVERING
2014 FBRC SECTION R703 EXTERIOR COVERING
EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE
EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL
ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER
WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS
REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY.
PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE
WITH SECTION R702.7 OF THE CODE.
R703.2 WATER -RESISTIVE BARRIER 00
ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH .. ® z
ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF,
ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER co � -r
THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESSJl�)
THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND ®®i,®
TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE �` 0,°��; •®•°°•° `'���
EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.
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z co
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APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT•���`�:
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING °°°••.•••° `1�`
COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR
,1111111 ;,
FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT;
COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND
CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF
SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
n
CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:a
1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND r
0 GS L A S
TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT
DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE
OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD:
1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT
ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S
INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE
SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A
MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE
BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR
PROTECTION AT THE HEAD AND SIDES.
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL.
M
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 0'
1.4 IN ACCORDANCE WITH FMA/HAMA 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 >m
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. •
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME •
CONSTRUCTION. 2055
6. AT WALL AND ROOF INTERSECTIONS.
• TI TLE •
7. AT BUILT-IN GUTTERS. FLASHING DETAILS
°
° J08 NUMBER 26002.219°
CAD FILE NAME LOT 30 TB
ISSUED 09-14-16
REVISED
•
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- EST. 1994
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CAD FILE NAME LOT 30 TB
ISSUED 09-14-16
REVISED
FLASHING DETAILS
N.T.5.
• SHEET •
i
DAVIS BEWS
DESIGN GROVP
150 STATE STREET FAST
OLDSMW FLORIDA 39677
813.925.1300 TEL
813. 925.1800 FAX
W W W.DAVISBEWS.COM
TAMPA • DENVER..
- EST. 1994
FLASHING DETAILS
N.T.5.
• SHEET •
5HEATHING
TEXTURE
FIN15H COAT
BROWN COAT
5CRATCH COAT
5ELF-FURRING
LATH
TWO LAYER5 WRB
WEEP 5CREED
TERMINATE 5ELF
ADHE5IVE FLA5HING
AT LOWER N05E OF
M.WU1.5,
5ELF ADHE5IVE
FLA5HING
M45ONRY BLOCK
WALL
WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL
EXTERIOR SHEATHING
REFER TO TECHNICAL /
LETTER ON CHEMICAL /
COMPATIBILITY
SELF -ADHERED FLASHING
WEATHER RESISTIVE
A
CONT. GALV. "L" -
WINDOW UNIT
150 STATE STREET EAST
OLDSM I , FLORIDA 34677
813. 925. 1300 TEL
813. 925.1800 FAX
W W W.DAVISBEWS.COM
TAMPA • DENVER
BARRIER
r?
_
/
DOOR ROUGH OPENING
\
SPECIFICATIONS
OVER ROOF
ROOF MATERIAL PER
SLOPE
SHINGLES W/ TAR
ELEVATIONS WITH APPROVED
NOTE: THIS DETAIL IS REQUIRED
0.3 inin
WOOD FRAME CONSTR.
AT ALL VERTICAL WALL INTERSECTIONS
COVER SHEET)
(0.6 cm :3 300 .5 cm)
SELF -ADHERED FLASHING - 3/4"-1" BEAD OF CONSTR.
PRE-ENGINEERED ROOF
BY LAPPING DOWN - ADHESIVE TO BE APPLIED UNDER
SELF -ADHERED FLASHING
OVER RIM JOIST AND UPTHRESHOLD OF DOOR AND RETURN
�'
WALL BY 6 IN. :J/- UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
EXTERIOR
0)
CEMT. FIN.
SELF -ADHERED FLASHING
BUILDING PAPER
SEAL TOPS OF JOISTS
WIRE LATH
1
UNDER DECKING SUBFLOOR
(SEE DETAIL WP07)
RIM JOIST
V
SELF -ADHERED FLASHING SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT -
3/4" -1" BEAD OF CONSTR. SHEATHING SELF-ADHEREDINSTALL NEEDED IN CORNERS ,ADHESIVE
ADHESIVE TO BE APPLIED UNDER FLASHING JAMB& HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE
THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING `
UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW
OR EQUAL WEATHER PROOF CAULKING r
SECTION -A (SEE
DETAIL WP02)
SELF -ADHERED FLASHING.
/
NAILING FLANGE SELF -ADHERED —
FLASHING
DO NOT FLASH OVER i / SEAL TOPS OF JOISTS
BOTTOM NAILING UNDER DECKING
FLANGE (SEE DETAIL WP07)
SELF -ADHERED FLASHING
HALF ROUND WINDOW
MAI I LIUMATUlKit'
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
O
i
O,
"INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS
** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER
SHEDDING LAPS
SELF -ADHERED FLASHING SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK INSIDE CORNER
ASPHALT SEALANT: wry 1. v.
EXTEND MIN. OF 6" j FLASHINGNG PER TEXTURED, PAIN'''"^
OUTSIDE OF FLASHING j MANUFACTURES EXTER. WALL FIP
SPECIFICATIONS ROOF CRICKET:
/ MIN: 3:12 SLOPE
CRICKET AS (REQUIRED AT PLASTER STOP
SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIF
BY PLAN LOCATIONS) AT ENTRY SHINGLE OVE
FLASHING W/
DIVERTER
FLASHING
MY/ys
DRIP EDGE
FASCIA
FIGURE 1: FLASHING INSTALLATION
TEXTURED, PAINTED
EXTERIOR WALL FINISH
HOLD EXTERIOR
°`°'`rr�'°. FINISH 2" ABOVE
r °y
ROOF
FFLASHING
CAULKING
FIGURE 2: WALL FINISH
ASPHALT SEALANT:
EXTEND MIN. 6" ABOVE
FLASHING
6 TO 12"
PER PLAN
6"HIGH SPECS.
DIVERTER
FLASHING e
GALV. 'L' FLASHING
TYPICAL.
ROOFING FELT
DRIP EDGE
FASCIA
FIGURE 3: CORNER DETAIL
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
FLASHING W/ TAR FLASHING INSTALLATION
/CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL
/ FLASHING PER
MANUFACTURES
i' SPECIFICATIONS
OVER ROOF
SHINGLES W/ TAR
— SHINGLE PER �E
CONTRACT R�0
RpoF
METAL DRIP EDGE TO
q� rsti �.. BE UNDER
T,S F9 /� UNDERLAYMENT AT
Tq�✓ C+ROC�s ROOF EAVES —
O O
/ '. � 9 �q< \ RpoF
TYPICAL ROOF TO �OA- ooRoo �5��
WALL FLASHING DETAIL �gTti/0 5�N q�N ppuRs� 3R° GpV�pp�Rg� \ gE
9 1s� GO -
RAKE METAL DRIP EDGE
TO BE OVER EAVES
LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT --14" _ �\
CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE
WATERPROOFING SHINGLE 7
%- UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER
DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT
SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR
j TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS
COURSE USED.
EMBED EACH SHINGLE IN A 2"
DO NOT NAIL WITHIN 6" OF ---_f- WIDE STRIP OF ASPHALT
VALLEY CENTERLINE RAGING CEMENT.
,., CUT 2" DIAGONALLY OFF
UPPER CORNER OF
TRIMMED SHINGLE
i
. - CUT SHINGLES 2" BACK FROM
VALLEY CENTERLINE
FIGURE 4: VALLEY DETAIL
CEMENT PLASTER IN —
ACCORDANCE WITH
ASTMC926 OVER WOOD
2ND FLOOR
/
CEMENT
PLASTER
OVER
BLOCK 1 ST
FLOOR
NOTE: \\
THE BUILDING PAPER AND
METAL LATH MUST BE
INSTALLED OVER THE TOP
7/8" CEMENT PLASTER
IN ACCORDANCE WITH
ASTMC926
APPROVED WEATHER -RESISTANT
MATERIAL W/ METAL LATH IN
ACCORDANCE WITH ASTMC1063
BUILDING PAPER
7/16" O.S.B.
SHEATHING
METAL
FLASHING
31/2"
UNPERFORATED
FLANGE 7/8"
WEEP SCREED
MAINTAIN
BOTTOM OF
WEEP SCREED
11/2" TO 2"
ABOVE ROOF
SHEATHING
SLAB
OPTIONAL DETAIL
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
)UBLE JOIST 3 2
AM BELOW
7/8" CEMENT PLASTER IN
ACCORDANCE WITH
ASTMC926
APPROVED WEATHER -RESISTANT
MATERIAL W/ METAL LATH IN
ACCORDANCE. WITH ASTMC1063
BUILDING PAPER
7/16" O.S.B.
SHEATHING
KEEP TOP EDGE OF WEEP
SCREED 2" BELOW TOP OF
BLOCK
VULCUM CAULK BOTTOM
JOINT ONLY
METAL FLASHING 3-1/2"
UNPERFORATED FLANGE 7/8"
WEEP SCREED
1/2" CEMENTITIOUS
DECORATIVE FINISH
ALL INSIDE AND
OUTSIDE CORNER
WILL NEED TO BE
MITER CUTAND
CAULKED ALL BUTT
JOINTS NEED TO BE
EMBEDDEDIN
SEALANT USING
VULCUM CAULK FOR
ALL
— 1/2" CEMENT PLASTER
FINISH
2 1/2" PERFORATED
FLANGE 1/2" WEEP
SCREED
INSTALL BOTTOM EDGE OF
WEEP SCREED 1" BELOW
FINISH FLOOR
SELF -ADHERED -
FLASHING PATCH
SELF -ADHERED FLASHING
THESE DETAILS ARE GENERIC AND MEANT
TO SHOW GENERAL FLASHING AND FLASHING DETAILS
WATERPROOFING METHODS TO BE USED.
N.T.5.
CONT. GALV. "L" -
x
m
w
150 STATE STREET EAST
OLDSM I , FLORIDA 34677
813. 925. 1300 TEL
813. 925.1800 FAX
W W W.DAVISBEWS.COM
TAMPA • DENVER
FLASHING PER
r?
_
/
MANUFACTURES
\
SPECIFICATIONS
OVER ROOF
ROOF MATERIAL PER
SHINGLES W/ TAR
ELEVATIONS WITH APPROVED
NOTE: THIS DETAIL IS REQUIRED
UNDERLAYMENT (REFER TO
AT ALL VERTICAL WALL INTERSECTIONS
COVER SHEET)
WITH ROOF VALLEYS & ROOF CRICKETS.
PRE-ENGINEERED ROOF
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
FLASHING W/ TAR FLASHING INSTALLATION
/CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL
/ FLASHING PER
MANUFACTURES
i' SPECIFICATIONS
OVER ROOF
SHINGLES W/ TAR
— SHINGLE PER �E
CONTRACT R�0
RpoF
METAL DRIP EDGE TO
q� rsti �.. BE UNDER
T,S F9 /� UNDERLAYMENT AT
Tq�✓ C+ROC�s ROOF EAVES —
O O
/ '. � 9 �q< \ RpoF
TYPICAL ROOF TO �OA- ooRoo �5��
WALL FLASHING DETAIL �gTti/0 5�N q�N ppuRs� 3R° GpV�pp�Rg� \ gE
9 1s� GO -
RAKE METAL DRIP EDGE
TO BE OVER EAVES
LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT --14" _ �\
CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE
WATERPROOFING SHINGLE 7
%- UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER
DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT
SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR
j TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS
COURSE USED.
EMBED EACH SHINGLE IN A 2"
DO NOT NAIL WITHIN 6" OF ---_f- WIDE STRIP OF ASPHALT
VALLEY CENTERLINE RAGING CEMENT.
,., CUT 2" DIAGONALLY OFF
UPPER CORNER OF
TRIMMED SHINGLE
i
. - CUT SHINGLES 2" BACK FROM
VALLEY CENTERLINE
FIGURE 4: VALLEY DETAIL
CEMENT PLASTER IN —
ACCORDANCE WITH
ASTMC926 OVER WOOD
2ND FLOOR
/
CEMENT
PLASTER
OVER
BLOCK 1 ST
FLOOR
NOTE: \\
THE BUILDING PAPER AND
METAL LATH MUST BE
INSTALLED OVER THE TOP
7/8" CEMENT PLASTER
IN ACCORDANCE WITH
ASTMC926
APPROVED WEATHER -RESISTANT
MATERIAL W/ METAL LATH IN
ACCORDANCE WITH ASTMC1063
BUILDING PAPER
7/16" O.S.B.
SHEATHING
METAL
FLASHING
31/2"
UNPERFORATED
FLANGE 7/8"
WEEP SCREED
MAINTAIN
BOTTOM OF
WEEP SCREED
11/2" TO 2"
ABOVE ROOF
SHEATHING
SLAB
OPTIONAL DETAIL
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
)UBLE JOIST 3 2
AM BELOW
7/8" CEMENT PLASTER IN
ACCORDANCE WITH
ASTMC926
APPROVED WEATHER -RESISTANT
MATERIAL W/ METAL LATH IN
ACCORDANCE. WITH ASTMC1063
BUILDING PAPER
7/16" O.S.B.
SHEATHING
KEEP TOP EDGE OF WEEP
SCREED 2" BELOW TOP OF
BLOCK
VULCUM CAULK BOTTOM
JOINT ONLY
METAL FLASHING 3-1/2"
UNPERFORATED FLANGE 7/8"
WEEP SCREED
1/2" CEMENTITIOUS
DECORATIVE FINISH
ALL INSIDE AND
OUTSIDE CORNER
WILL NEED TO BE
MITER CUTAND
CAULKED ALL BUTT
JOINTS NEED TO BE
EMBEDDEDIN
SEALANT USING
VULCUM CAULK FOR
ALL
— 1/2" CEMENT PLASTER
FINISH
2 1/2" PERFORATED
FLANGE 1/2" WEEP
SCREED
INSTALL BOTTOM EDGE OF
WEEP SCREED 1" BELOW
FINISH FLOOR
SELF -ADHERED -
FLASHING PATCH
SELF -ADHERED FLASHING
THESE DETAILS ARE GENERIC AND MEANT
TO SHOW GENERAL FLASHING AND FLASHING DETAILS
WATERPROOFING METHODS TO BE USED.
N.T.5.
JOB NUMBER 26002.219
CAD FILE NAME LOT 30 TB
ISSUED 09-14-16
REVISED
x
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150 STATE STREET EAST
OLDSM I , FLORIDA 34677
813. 925. 1300 TEL
813. 925.1800 FAX
W W W.DAVISBEWS.COM
TAMPA • DENVER
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DAVIS BEWS
DESIGN GROVP
150 STATE STREET EAST
OLDSM I , FLORIDA 34677
813. 925. 1300 TEL
813. 925.1800 FAX
W W W.DAVISBEWS.COM
TAMPA • DENVER
EST. 1994
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MICROWAVE
OUTLET +14"
OPT. OPT,
COACH COACH
LIGHTING LIGHTING
ELECTRICAL PLAN
STANTON (TM) ELEVATION "ME -
W.P.
Gpl
ELEC.
METER
W.P.
G.F.I.
MEDITERRANEAN if
4/0 ALU. CABLE
ELECTfRICAL <E�-
NOTES -
COMBO - SQUARE D =L
09-14-16
REVISED
014 AND 012 COPPER TO
1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTER;WPTER6 (GRI.) AS INDICATE[)
INSIDE LIGHTS AND OUTLETS
DUPLEX CONVENIENCE OUTLET
PANE $10 COPPER TO
EXHAUST FAN
ON PLANS OR AS ITEM NO, 4 AND 513ELOW INDICATES.
UNDERGROUND
DUPLEX OUTLET ABOVE CONTER
SERVICE BY
EXHAUST FAN/LIGHT COMBINATION
POWER COMPANY
Kkpl
WEATHERPROOF DUPLEX OUTLET
AL50 SERVICE TO BE BONDED
ELECTRIC DOOR OPERATOR (OPTIONAL)
2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE
ELECTRICAL
RISER DIAGRAM
NOTE:
-
FOLLOWING HEIGHTS ABOVE FIN15HEID FLOOR:
SHALL
GROUND FAULT INTERRUPTER DUPLEX OUTLET
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.
CHIMES (OPTIONAL)
SWITCHES .... 4211
HALF -SWITCHED DUPLEX OUTLET
Ei
PU51413UTTON SWITCH (OPTIONAL)
OUTLETS .... 14"
LLA O�)
SPECIAL PURPOSE OUTLET
CARBON MONOXIDE DETECTOR
TELEPHONE ... 1411 (UNLESS A5v COUNTERTOP)
to
TELEV1510K. 1411
DUPLEX OUTLET IN FLOOR
0
z
SMOKE DETECTOR
le
220 VOLT OUTLET
SMOKE / CARBON MONO. COMBO DETECTOR
3. ALL SMOKE DETECTORS SHALL BE WARDWIRED INTO AN ELECTRICAL POWER
$
WALL 6WITCW
TELEPHONE (OPTIONAL)
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
13
THREE-WAY SWITCH
M
TELEV15ION (OPTIONAL)
14
FOUR-WAY SWITCH
THEW06TAT
4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING
ID
DIMMER SWITCH
ELECTRIC METER
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOM5, RECREATION ROOMS,
CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I.
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
ELECTRIC PANEL
DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406,13
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
DISCONNECT SWITCH
KCE66ED INCANDESCENT L16HT FIXTURE
SPEAKER (OPTIONAL)
5. ALL 15A AND 20A 120V FECEPTACLES LOCATED IN THE GARAGE AND UTILITY
ROOMS SHALL BE GP.Cl PROTECTED (G.F.P.
LIGHT FIXTURE WITH FULL CHAIN
/>
ROLIGH-IN FOR OPT. CEILING FAN
TRACK LIGHT
</ \>
6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
FLUORESCENT LIGHT FIXTURE
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W1
ELECTRICAL WOW 15 IN FULL COMPLIANCE WITH N.F.P.4, 10, N.EC. 2011, F.BC.R. - 5TH
ROUGH -IN FOR OPT. CEILING PAN
EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
1. EVERY BUILDING HAVING A FO5SIL-FUEL-BURNING HEATER OR APPLIANCE,
FIREPLACE, OR AN ATTACHED GARAGE SHALL WAVE AN OPERATIONAL CAR13ON
MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
PURPOSES.
8. ALARM$ SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN
SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. 6UCW ALAW5 SHALL HAVE
BATTERY BACKUP. COMBINATION 5MOKE/GAR50N MONOXIDE ALARMS SHALL 13E
L16TED OR LABELED BY A NATIO44LY RECOGNIZED TESTING LABORATORY.
MICROWAVE
OUTLET +14"
OPT. OPT,
COACH COACH
LIGHTING LIGHTING
ELECTRICAL PLAN
STANTON (TM) ELEVATION "ME -
W.P.
Gpl
ELEC.
METER
W.P.
G.F.I.
MEDITERRANEAN if
4/0 ALU. CABLE
MAIN DISCONNECT
A/C
DISC.
FTYPF'.
COMBO - SQUARE D =L
09-14-16
REVISED
014 AND 012 COPPER TO
REFER TO FLOOR
PLAN FOR NOTED MAIN DISC.
INSIDE LIGHTS AND OUTLETS
AMPS. REQUIRED
PANE $10 COPPER TO
WATER HEATER
UNDERGROUND
08 COPPER TO RANGE
SERVICE BY
POWER COMPANY
04 COPPER TO �/V' GROUND ROD
AL50 SERVICE TO BE BONDED
TO FOOTING STEEL
ELECTRICAL
RISER DIAGRAM
NOTE:
-
ELECTRICAL MATERIALS AND INSTALLATION$
SHALL
COMPLY W1 APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.
MICROWAVE
OUTLET +14"
OPT. OPT,
COACH COACH
LIGHTING LIGHTING
ELECTRICAL PLAN
STANTON (TM) ELEVATION "ME -
W.P.
Gpl
ELEC.
METER
W.P.
G.F.I.
MEDITERRANEAN if
JOB NUMBER
26002.219
CAD FILE NAME
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09-14-16
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EST. 1994
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DAVIS BEWS
DESIGN GROVP
L50 STATE STREET FAST
OUXWAR, FLORMA 34677
813. 925.1300 TEL
813 . 92-5 . 1800 FAX
YVV-/W.E)AVlSBEVVS.00M
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EST. 1994
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GENERAL NOTES
MEEA COATINGS FOR USE VffH PRESSURE IRFATED WOOD
#5
25 00
IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,
30"
FOUNDATIONS
METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL
PLANE PERMANENT BRACING REQUIREMENTS.
SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS
AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES
-PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR
OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR)
OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES.
1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM
TO TRUSS SPAN AT 15'-O"O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH
MINIMUM BEARING CAPACITY 2000 1PSF
G50 ZINC COATING
W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6"
TERMITE TREATMENT
2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
MIN PAST BOTTOM CHORD.
THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF
(NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM 0185 ZINC COATING.
-INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED
SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE MAY BE USED,
3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE
ON TRUSS SHOP DRAWINGS & BCSI-B3.
IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FL_dRIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
PRESERVATIVE WOOD TREATER.
("T"BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB
CAST IN PLACE CONCRffE
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF
(SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3).
13.
PRESSURE TREATED WOOD.
-AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS
PREFABRICATED WOOD TRUSSES
TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED
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
BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12"TALL: 2x4 SYP #2 BEHIND THE TRUSS
ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT
SHOES, TYP U.N.O.
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL
CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY
BE USED FOR RISERS & TREADS ILO 2x12'S
CONFORMING TO ASTM A-615 GRADE 40.
REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES.
WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTOR THAT RESIST CORROSION.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xWl.4xWl.4
INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES, THE
5. OMITTED J -BOLT
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
8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO
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
-1/2%6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE
STRUCTURAL PLANS FOR MORE INFO.
SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W/OUT WOODEN TOP PLATES.
REQUIREMENTS FOR REINFORCED, CONCRETE" ACI 318 LATEST EDITION, AND
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO
7. MORTAR JOINTS
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301.
DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED
ALL ENG. LUMBER IS TO HAVE THE MIN. DESIGN VALUES BELOW:
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING
BY COMPONENTS AND CLADDING METHOD U.N.NO. BY TRUSS ENGINEER OF RECORD
- FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST
Fb 2500 Fb 3000 Fb 2200
BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND
EDITION OF ANSI TPI 1.
1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE
AT EACH END SHALL BE PROVIDED.
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQ'D BY TRUSS MANU. U.N.O.
Fc 3000 Fc 2100
Fc J_ = 900 900 Fc 450
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS.
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
STRUCTUM 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:
BOLTS AND IIHIRE�QED RODS
TRUSS DESIGN LOADS :
ASTM A53, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL:
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.)
TOP CHORD: Lr = 16 PSF
A36 Fy=36 KSI.
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
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
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
SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH
BOTTOM CHORD: OIL = 5 PSF
PER SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307
ASTM A 153. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE
MINIMUM FLOOR DESIGN LIVE LOADS:
3. PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH
A) FLOORS = 40 PSF
THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL
COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM.
B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SID FT)
CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM
MMONRY WALL CONSTRUCTION
C)DECKS = 40 PSF
A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT
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
FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES -
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 Y16" LINO.
2000 PSI (f'm = 1900 PSI)
MINIMUM FLOOR DESIGN DEAD LOADS:
A) FLOORS = 15 PSF
3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270
B)BALCONIES = 15 PSF
INCLUDING PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1".
GENERAL LOADING:
MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES.
4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE
ATTIC WITHOUT STORAGE = 10 PSF
4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED
OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
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 THE
GUARDRAILS IN -FILL COMPONENTS = 50 PSF
5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY
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
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
7. REINFORCING STEEL SHALL BE LAPPED PER TABLE BELOW U.N.O. ON DRAWINGS.
RECOMMENDATIONS FOR MIN. 7/16"OSB SHEATHING
REBAR SIZE
MIN. LAP SPLICE LENGTH
#5
25 00
#6
30"
#7
35"
-MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD 0 ROOF HIP/RIDGE TO PREVENT
SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT).
BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS 0 12"O.C. MAX & 4"FROM EA. END. NOTE:
PLYWOOD EDGES 0 HIP CORNERS REQ. MIN 2x4 SYP #2 BLOCKING wl (3) 12d TOENAILS EA. END.
-TRUSS "X"BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS
MEMBER w/ (3) 12d NAILS. SPACE "X"BRACING ALONG TRUSS SPAN 0 10'-O"MAX AND EQUALLY
.. 11 1 11
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VLKI. KUNNINU MUM IUr IV DUHUM AUKVZZ MAA 4 IKU33IL3, inu,4 ouiivm iv ivr vy/ kf) Izu
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8.
HOOKS AT THE TOP & BOTTOM OF VERT. REINF. BARS TO BOND COURSE &
(4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN
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
STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HEID
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED.
TO TRUSS SPAN AT 15'-O"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.
FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVALENT.
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
SUPPORTS OF A BUILDING OR OTHER STRUCTURE & ARE EXPOSED TO WEATHER
BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED.
ON TRUSS SHOP DRAWINGS & BCSI-B3.
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
PRESERVATIVE -TREATED WOOD.
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
(SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3).
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
RESPONSIBILITY OF THE CONTRACTOR & TO BE DESIGNED AND DETAILED BY OTHERS.
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
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
1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD
T
SHOES, TYP U.N.O.
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VLKI. KUNNINU MUM IUr IV DUHUM AUKVZZ MAA 4 IKU33IL3, inu,4 ouiivm iv ivr vy/ kf) Izu
CONSOLIDATION.
NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)
WOOD CONSTRUCnON
DIAGONAL BRACING REQUIRED AT CLB PER BCSI-83.
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN
6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)
POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC.
BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HEID
REPAIR NOTES
SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED
1. OMITTED REBAR
REGARDLESS OF SPECIES. U.N.O. ON FRAMING PLANS OR DETAILS
DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED
3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD
REBAR, AND INSTALL VERTICAL REBAR (SIZE AS NOTED ON PLAN) INTO EPDXY
SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVALENT.
4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL
FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS
SUPPORTS OF A BUILDING OR OTHER STRUCTURE & ARE EXPOSED TO WEATHER
FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO
& NOT PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE
APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S
TREATED w/ PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR
SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING BONDBEAM POUR.
PRESERVATIVE -TREATED WOOD.
USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR
5. ALL LUMBER SPECRED ON DRAWING ARE INTENDED FOR DRY USE ONLY (MOISTURE
DIAMETERS(EXCLUDING BEND).
CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING & FIRE SAFETY SYSTEMS ARE THE
2. STRAPS /CONNECTOR SUBSTITUTION
RESPONSIBILITY OF THE CONTRACTOR & TO BE DESIGNED AND DETAILED BY OTHERS.
MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR
6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER
GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION,
OR THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER
PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED.
1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD
3. STAIR CONSTRUCTION
SHOES, TYP U.N.O.
2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY
7. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE
BE USED FOR RISERS & TREADS ILO 2x12'S
TO STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE TYPE OF
4. METAL STUD SUBSTITUTION
WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTOR THAT RESIST CORROSION.
WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS
FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR
5. OMITTED J -BOLT
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
8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO
DRILL & EPDXY w/ SIMPSON SET EPDXY 0 5" MIN EMBED.
BE PRESSURE TREATED.
-1/2%6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE
9. UNTREATED WOOD SHALL NOT IBE IN DIRECT CONTACT WITH CONCRETE OR MASONRY.
USED ILO 1/2" J -BOLT.
SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W/OUT WOODEN TOP PLATES.
6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
10. SEE PLAN FOR STUD PACK & BEAM NAILING PATTERNS
7. MORTAR JOINTS
ENCINEERED WMPER
-FOR BED JOINTS 1/2" TO I", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT.
ALL ENG. LUMBER IS TO HAVE THE MIN. DESIGN VALUES BELOW:
REINF. REQUIRED)
COLUMNS BEAMS STUDS
E = 1,800,000 lb/in' U.N-O. E = 2,000,000 lb/in' U.N.O. E = 1,500,000 lb/in' U.N.O.
- FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION
EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL CONT. PER PLAN.
Fb 2500 Fb 3000 Fb 2200
** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS
Ff 1500 Ft 1700 Ft 1500
1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE
Fc 3000
SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE
Fc 3000 Fc 2100
Fc J_ = 900 900 Fc 450
EPDXIED INTO TIE BEAM OR FOOTING
Fc
8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE
Fv = 285 Fv 285 Fv 150
(1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN.
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN
9. OVERHANGING CMU WALL
CONDITION U.N.O.
-FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEBEAM AND
CEIIUNG CONSTRUCTION
VERTICAL CELLS PER PLAN.
1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24"O.C. FRAMING U.N.O.
-FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE
2. 5/8" F'Y' GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN
FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND
LIVING SPACE IS ABOVE THE GARAGE.
VERTICAL CELLS PER PLAN
UNDER STAR PROTECnON
-FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT ENGINEER OF
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE
RECORD FOR APPLICABLE REPAIRS.
& ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE w/ 1/2"(12.7MM) GYP. B.D.
DESIGN PRESSURES
WIND DESIGN LOAD INFORMATION
WIND SPEED (ULTIMATE) 139 mph
WIND SPEED (ALLOWABLE) 108 mph
WIND EXPOSURE B
RISK CATEGORY 11
BUILDING TYPE V B
ENCLOSURE CLASSIFICATION ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/- 0.18
EFFECTIVE WIND
WIND PRESSURE AND SUCTION (PSF)
AREA (SQ FEET)
VALUE DENOTES PRESSURE
FOUNDATION DETAILS
VALUE DENOTES SUCTION
AREA
SD3
GENERAL DETAILS
10
(+)21.2
(+)21.2
�-)22.9
20
(+)20.2
__��28.3
+ )20.2
�-)22.0
�-)26.4
(+)19.0
(+)19.0
50
(-)20.8
H23.9
100
1 .0
�1
(+)18.0
119.8
H22.0
.1
GARAGE DOORS
W-010 x 70-0$0
161-Ols x V-0"
__T+7718.4
(+7 _177
(-) 20.9
19.7
WIND PRESSURE/ SUCTION
DIAGRAM 5 5
4 4
5 5
STANDARD DESIGN PRESSURE NOTES
1 . ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA
BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON
LINEAR INTERPOLATION FOR THIS SITE.
2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT,
2 STORY HOME IS 30FT
3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE
WIND PRESSURES.
4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR
BUILDING CORNERS.
5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR
SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER
EFFECTIVE AREAS.
6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140
MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE
DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION
R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION
REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS.
REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS
INDEX OF DRAWINGS
SHEET SHEET TITLE
S1
STRUCTURAL NOTES
S2
FOUNDATION PLAN
S3
DOWEL PLACEMENT PLAN
S4
ROOF FRAMING PLAN
S4.1
NOTES & CONNECTOR LEGEND
S5
LINTEL PLAN
SD1
FOUNDATION DETAILS
SD2
GENERAL DETAILS
SD3
GENERAL DETAILS
SD4
GENERAL DETAILS
MASTER UPDATES
NUMBER DATE DESCRIPTION INTIALS
1 5/7/2015 1 CREATED ELEV. FC, NC, ME, & NCII w/ GARAGE OPTIONS, OPT BED 4 JEA
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FOUNDATION PLAN
b
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(1) #5 @ TOP,
BOTTOM &
MID -HEIGHT OF
COLUMN
FILLED CELL
FOUNDATION NOTES:
uj
1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE
LAPPED MIN. 6" AND SEALED. <
2. PROVIDE 3-1/2" 300OPSI CONC. SLAB W/ 6x6xWl.4xWl.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 z
RECESSING DOOR SILLS. 0
5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. I
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
4= Ljj
USE ALTERNATE APPROVED METHOD. w
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.
w
10, PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED
DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO
DETERMINE STEP LOCATIONS IF REQUIRED
11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS N0111111jill, to
AND LAP SPLICE. SEE DTL MF09 AND MI`10 ON SD1 FOR STANDARD N"I % * N� // V- ui
CS
FOOTING STEP DOWN AND CORNER INFORMATION. C"j a-
000
o 00
00 a 4k,
12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 4-0. ci
SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH CO 0 00, a* _j Z
z ui -1
PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION Ere b
�0 it 00 Z .Lu 0
13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER 0 11 .,: (:) - W Ld
0 * --,- -Z" <
COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS 00 0 4z
z
FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE 00'
PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL 0
CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO _j
m u_
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 u
PSF. 0
14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO 14�
DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE 0 cy)
STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND
c�
FOOTING S�IZES PENDING DEPTH OF STEMWALL. U I I C)
6
z
FOOTING SCHEDULE u r_ 0
.2 >
12"xl2"xl2" do w/ #5's EQUALLY SPACED EA. �7,
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC. d,
24"x24"xl2" dp w/ #5's EQUALLY SPACED EA. _1I 0
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. z
BARS & 3" MIN. COVER TO EDGE OF CONC. 0
28"x28"xl 2" dp w/ #5's EQUALLY SPACED EA. OEM=
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
30"x3O"xl 2" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
32"x32"xl 2" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. z
BARS & 3" MIN. COVER TO EDGE OF CONC. <
36"x36"xl 2" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. (D
BARS & 3" MIN. COVER TO EDGE OF CONC. U) C-)
W
42"x42"xl 2" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z 06 U) - C'4
W 0 LU m E
z ll�_
BARS & 3" MIN. COVER TO EDGE OF CONC. I-_ U) _j 8
0 (D < z 0')
48"x48"xl 2" dp w/ #5's EQUALLY SPACED EA. 0 -
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Z (.) p �;
0 (D
w uj Z
BARS & 3" MIN. COVER TO EDGE OF CONC. 0 - I.- -
_j co a � z w
54"44"xI6" dp w/#5's EQUALLY SPACED EA. < 0 0 0-
= (0 --
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. < (n a i_- � w w
Z Z :) U) I'- z E
BARS & 3" MIN. COVER TO EDGE OF CONC. < < ZO
60"x6O"xl6" dp w/#5's EQUALLY SPACED EA. 0 0 w I � 0 U,
z (.5 0 20-
0
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. (N
BARS & 3" MIN. COVER TO EDGE OF CONC. < IN
U- C14 <
w z 0
_j
SYMBOLSLEGEND 0 0
F- UEM
INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. w
TO TIE BEAM (8'-0" O.C. MAX U.N.O.). w
INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. U)
TO TIE BEAM.
0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
INDICATES 45' CORNER BLOCK GROUT FILLED WITH (2) VERT.
#5 CONT. FT.G TO TIE BEAM. Lj
Lu
z
00
z
z 8 -
La Ld
BOTTOM &
(1) #5 @ TOP,
(1) CONT. #5 FROM Lo
MID -HEIGHT OF 4 0
COLUMN TIE BEAM 0 C4 0
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ow
_j Z
Lu _j UJ w
A --) >. a 0
MASONRY WALL 0 0
REINFORCING PER 1',' 2
PLAN(TYP). CL
STRUCTURAL ENG: BED
DRAFTING:
-STRUCT: TW
---------------
-H QC CHECK: MB
OEM
TM - 2153124
JOB No.
SCALE: AS INDICATED
SECTION VIEW
DATE: 09.15.2016
PLAN VIEW
MASONRY COLUMN
TIE IN
3/4"=11-011
S2
J01
J02
J03
J04
NOTE: THIS TRUSS TO BE (2)
PLY FOR TILE LOADING
i L
R27
R11
T— LO
010
co C%j (0 r—
C)
R27
R11
(D Z
w E05 TOENAIL VALLEY TRUSS
SIM.
R27 w
z -1 5 TO EA. R 11 TRUSS USING (3)
CO -L- 1 -1 R11 D 16d NAILS
0 U) o-
n -n <
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R11
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R27 <
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0 \R11
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R28 D >
x
0 0 uj= \R11
@ 0 Z3 R11
R29 u-
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F1 R23
R30 I I
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LID R24
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J10 �SDZ)
R26
FO J03
�INV— 1
J01I I Lff L
ROOF FRAMING PLAN_
1/4"=11-011
NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND
WALLLEGEND
w
8'-0" T.O.M. = 9'-4" T.O.M. c)
12'-0" T. 0. M. = INTERIOR/EXTERIOR
BEARING WALLS VERIFY
HGT. W/ ARCHITECTURAL
PLAN U.N.O.
z
0
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Lij I w w
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0 0 3:
STRUCTURALENG: BED
bw-fING:
-STRUCT: TW
-.- ... ......................... . . ... . . . . ...... ......
QC CHECK: MB
JOB No. TM - 2153124
..... . ....... ..... --- ---------- ......
SCALE: AS INDICATED
DATE: 09,15.2016
S4
BEARING WOOD WALL SCHEDULE
TAG
F�.;
STUD
L
LUMBER
CONNECTION & FASTENERS
UPLIFT
CAP.
BLOCKING
TOP
BOTTOM
16d
SPACING
SPECIES
(pl�
NAILING NOTES
r __.
1611
SPF
(3)12d
TOENAILS
(3)12d
TOENAILS
NO
UPLIFT
MID -SPAN
ON MASONRY: SIMP. META16
1611
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
MID -SPAN
<�>
16"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
1
gd. PT.
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
1211
SPF
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
7"x7" LVL COLUMN.
12"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
MID -SPAN
1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4.
12"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pli
3rd. PT.
7" EMBEDMENT
16"
SYP
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
16"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pif
MID -SPAN
1
16"
SY P
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pif
-ird. PT.
3
F6]
12"
SYP
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
TOPOST: SIMP.HTS20ORLSTA18
12"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
MID -SPAN
860
12"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
ird PT.
3
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 SPIF #2 OR SYP #2 U.N.O. (CAN BE SUBBED
WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE
W/ (3) 12d TOENAILS
3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R.
4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD
CONNECTIONS.
5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS.
6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END.
7. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) wl
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 11'GAIP FROM TRUSS TO TOP PLATE AND ATTACH USING
4
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.
1111 �1111 111 11 '!Ij
COLUMN SCHEDULE
<3>
(2)2X4 SPF #2 BUILT UP STUD COLUMN
8d
(3)2X4 SPF #2 BUILT UP STUD COLUMN
10d
(4)2X4 SPF #2 BUILT UP STUD COLUMN
12d
(2)2X6 SPF #2 BUILT UP STUD COLUMN
16d
(3)2X6 SPF #2 BUILT UP STUD COLUMN
8d RINIG SHANK
(2)2X8 SPF #2 BUILT UP STUD COLUMN
NAILING NOTES
(3)2X8 SPF #2 BUILT UP STUD COLUMN
<8>
(3)2X4 SYP #2 BUILT UP STUD COLUMN
2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL
(2)2X6 SYP #2 BUILT UP STUD COLUMN
ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S
(2)2X8 SYP #2 BUILT UP STUD COLUMN
ON MASONRY: SIMP. META16
44 SYP #2 POST
(2)2x12 #2 SYP w/21" FLITCH PLATE
6x6 SYP #2 POST
<8>
8x8 SYP #2 POST
<�>
3-1/2"x3-1/2" LVL COLUMN.
<s>
3-1/2"x5-1/4" LVL COLUMN..
B2x10
3-1/2"x7" LVL COLUMN.
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
3-1/2"x9-1/2" LVL COLUMN.
(2)ply 1900
5-1/4"x5-1/4" LVL COLUMN.
H 1 OA w/(1 8)1 Od x 1 -1" NAI LS OR
2
5-1/4"x7" LVL COLUMN.
H10A 1015
7"x7" LVL COLUMN.
31
F
3 1/2" X 11 7/8" LVL COLUMN
FRAME TO FRAME
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
4x4: ABU44 w/(12)16d NAILS & �" EPDXY ANCHOR w/MIN.
8
7" EMBEDMENT
6x6: ABU66 w/(12)16d NAILS & �" EPDXY ANCHOR w/MIN.
7" EMIBEDMENT
8x8: ABU88 w/(l 8)16d NAILS & (2)f�" EPDXY ANCHORS wl
8
MIN. 7" EMBEDMENT
4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND
BASE PILATE U.N.O. ON PLANS.
5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
NAIL SCHEDULE
STANDARD NAIL
GENERAL DIAMETER/ LENGTH
8d
.131 " x 2-1"
2
10d
.148" x 3"
12d
.148" x 3-1"
4
16d
.162" x 31"
2
8d RINIG SHANK
.113" x 22"
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
VALUES
TAG
SIMPSON CONNECTOR
TYPE
SPF(Ib)
SYP(Ib)
(2)2x8 #2 SYP
META16 w/(7) 10dxll" NAILS OR
2
B2x8
WITH 1/2" FLITCH
w/(6)10d NAILS & (14)"'x23'
4 4
F-11
M ETA20 w/(7) 1 Od x 111' NAILS
2
FRAME TO CMU
1450
1450
ON MASONRY: SIMP. META16
(2)META16 OR (2)META20
(2)2x12 #2 SYP w/21" FLITCH PLATE
TOPOST: SIMP.HTS20ORLSTA18
Ifl
(1)ply TRUSS (110)1 Od x 1-21" NAILS
FRAME TO CMU
(1)ply 1985
(1)ply 1985
B2x10
(2)ply TRUSS (12) 16d x li" NAILS
2
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
(2)ply 1900
(2)ply 1900
NAILS & (18)"'x23" TAPCONS
4 4
H 1 OA w/(1 8)1 Od x 1 -1" NAI LS OR
2
H10A 1015
H 1 OA 1340
31
F
(2)ply TRUSS H I OA -2 w/(l 8) 1 Od x 11" NAILS
2
FRAME TO FRAME
H10A-2 1070
H 1 OA -2 1245
H5.5x1 1.25
HTS20 w/(24)1 Od x 1 i" NAILS
2
(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
ON MASONRY: SIMP. META16
HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING
(2)HTS20 w/(24)10d x 112" NAILS
TOPOST: SIMP.HTS20ORLSTA18
JACKS @ EA. END KINGS @ EA. END
TOBEAM: SIMP.HUC410w/(18)16d&
1
1
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
2490
2900
F6]
H2.5A wl(l 0)8d
FRAME TO FRAME
535
600
MTS 12 w/(1 4)1 Od x 1 "' NAI LS
2
TOPOST: SIMP.HTS20ORLSTA18
TOBEAM: SIMP.HUC410w/(18)16d&
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
860
1000
ElMGT
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(1 0)1 Od
w/(22)10d �" EPDXY ANCHOR w/SIMP. SET EPDXY MIN.
8
FRAME TO CMU
3140
3140
ON MASONRY: SI MP . META16
7" EMBEDMENT
TOPOST: SIMP.HTS20ORLSTA118
1fl
8.
HTT4 w/(1 8)16d x 21" NAILS & " EPDXY ANCHOR w/SIMP.
2
FRAME TO CMU
3640
4235
B3.5x16
SET EPDXY MIN. 7" EMBEDMENT
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(1 0)1 Od
NAILS & (18)-l"X22" TAPCONS
4 4
HGT-2 w/(16)10d NAILS w/g3" EPDXY ANCHOR w/SIMP. SET
TO POST: (2) SIMP. HTS20 OR LSTA18
11-01
ON MASONRY: (2) SIMP. META16
B5.25x16
FRAME TO CMU
6280
6280
NAIL TOGETHER USING (3) ROWS OF 12d NAILS
EPDXY MIN. 5" EMBEDMENT
@ 6" O.C. EACH SIDE
TO POST: (2) SIMP. HTS20 OR LSTA18
HTSM 16 w/(8)1 Od NAILS & (4) -1"x 2-1" TAPCONS
4 4
FRAME TO CMU
1020
1175
LSTA 18 W/(l 4)1 Od NAILS
HEADER TO STUDS
1110
1235
I
(2)LSTA18 w/(14)10d NAILS
HEADER TO STUDS
2220
2470
OF BEAM
LSTA18 w/(14)10d NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
833plf
928plf
F15]
LSTA24 w/(1 8)1 Od NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
1235
1235
EMSTC28
w/(36)16d SINKERS CENTERED
STUDS TO BEAM/GT
2980
3455
F17]
MSTC40 w/ (52) 16d SINKERS CENTERED
STUDS TO BEAM/GT
4305
4745
LTT20B w/(10) 1 Od NAILS & �'EPDXY ANCHOR w/SIMP. SET
8
Efl
EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVL/PL
COLUMN TO FTG. OR
1290
1300
COLUMNS USE (18)#10xl2l" SID SCREWS INSTEAD OF NAILS
CMU
HTT4 w/(1 8) 16d x 21" NAILS w481" EPDXY ANCHOR w/SIMP.
2
ESET
EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE
COLUMN TO FTG.
3640
4235
(1*)#10x1!" SID SCREWS INSTEAD PF NAILS
2
(3)HTS20 w/(24)1 Od x 1 -1" NAILS
2
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
3735
4350
F 211
MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS
FRAME TO CMU
2420
2800
F 22]
SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS
GIRDER TO COLJ BEAM
9100
4095
F2
HUC210-2 HEADER TO CMU wl (18) 1/4"x2-3/4" SIMPSON
GRAVITY:5085
GRAVITY:5085
3]
TITENS & (10) 1 Od NAILS
FRAME TO CMU
UPLIFT:1810
UPLIFT:1810
R24
HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS
1335
1550
W/(6)16d NAILS
FRAME TO FRAME
F25]
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
LTT20B w/(10) 10d NAILS & �'EPDXY ANCHOR w/SIMP. SET
8
FRAME TO CMU
1290
1300
I
EPDXY MIN. 7" EMBED. I
STANDARD CONNECTOR NOTES
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 HIOA-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 5351bs USE (2) H2.5A CONNECTORS.
4. CONNECT ALL INTERIOR FLOOR TRUSSESMOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS,
5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN.
6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16
STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS.
IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW.
STANDARD HEADER NOTES
1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER
LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R.
2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.C. 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 IST 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
TOPOST: SIMP.HTS20ORLSTA18
TW
TOBEAM: SIMP. HUC48w/(14)16d NAILS
H2x8
(2)2x8 #2 SYP
TO MASONRY: SIMP. HU48 OR HUC48
B2x8
WITH 1/2" FLITCH
w/(6)10d NAILS & (14)"'x23'
4 4
H2x10
PLATE
TAPCONS
- ----------- . ......... __1 -
09.15.2016
ON MASONRY: SIMP. META16
H2x12
(2)2x12 #2 SYP w/21" FLITCH PLATE
TOPOST: SIMP.HTS20ORLSTA18
TOBEAM: SIMP.HUC410w/(18)16d&
H3.5x5.5
(2)2xl 0 #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)"'x23" TAPCONS
4 4
ON MASONRY: SIMP. META16
H3.5x9.25
(2)1.75"x9.25" LVL
TOPOST: SIMP.HTS20ORLSTA118
TOBEAM: SIMP.HUC410w/(18)16d&
H5.5x1 1.25
(2)2x12 #2 SYP
(10) 10d NAILS
B2x12
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
H3x12
PLATE
NAILS & (11 8)1"x22" TAPCONS
4 4
PLATE BETWEEN PLIES
ON MASONRY: SIMP. META16
HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING
OPENING SIZE
TOPOST: SIMP.HTS20ORLSTA18
JACKS @ EA. END KINGS @ EA. END
TOBEAM: SIMP.HUC410w/(18)16d&
1
1
(10) 10d NAILS
B3.5x1 1.25
(2)1.75"xl 1.25" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
NAILS & (1 8)-i"x22" TAPCONS
4 4
ON MASONRY: SIMP. META16
TOPOST: SIMP.HTS20ORLSTA18
TOBEAM: SIMP.HUC410w/(18)16d&
(10) 1 Od NAILS
B3.5x1 1.875
(2)1.75"xl 1.875" LVL
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(1 0)1 Od
NAILS & (18)1"x23" TAPCONS
4 4
ON MASONRY: SI MP . META16
TOPOST: SIMP.HTS20ORLSTA118
TOBEAM: SIMP.HUC410w/(18)16d&
(10) 1 Od NAILS
B3.5x16
(2) 1.75"x 16" LVL
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(1 0)1 Od
NAILS & (18)-l"X22" TAPCONS
4 4
ON MASONRY: SIMP. META16
TO POST: (2) SIMP. HTS20 OR LSTA18
ON MASONRY: (2) SIMP. META16
B5.25x16
(3) 1.75"x16" LVL
NAIL TOGETHER USING (3) ROWS OF 12d NAILS
@ 6" O.C. EACH SIDE
TO POST: (2) SIMP. HTS20 OR LSTA18
ON MASONRY: (2) SIMP. META16
B3.5x2O
(2) 1.75"x2O" LVL
* U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d
I
I
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)
TW
16d NAILS
H2x8
(2)2x8 #2 SYP w/21" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(8)
TM - 2153124
16d NAILS
H2x10
'2)2xl 0 #2 SYP w/1" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(1 0)
- ----------- . ......... __1 -
09.15.2016
16d NAILS
H2x12
(2)2x12 #2 SYP w/21" FLITCH PLATE
ATTACH KING STUD TO HEADER wl(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
H5.5x1 1.25
(3)1.75"xl 1.25" LVL
ATTACH KING STUD TO HEADER w/(12)
16d NAILS
H3x12
(3) 2xl 2 #2 SYP w/ I" FLITCH
2
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 V-10"
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 HVAC; UNITS AS SHOWN ON PLANS.
7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS
OF ALL HARDWARE BEFORE INSTALLATION.
8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT
EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS
DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO.
9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER.
THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY
TRUSSES
10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS
ABOVE THE GARAGE.
11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN
PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT.
OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO
CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP
DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW
AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE
PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS
SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR
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
-1 --- 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. 15132" 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 HOT -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 & PLYWOOD OR OSI3 (U.N.0), WITH LONG DIMENSION
PERPENDICULAR TO SUPPORT (FLOOR TRUSSES).
NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL
SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE
EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD.
NOTES:
1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL
MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT.
2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE
MANUFACTURER.
3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND
ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH
DIMENSTIONS NOT SHOWN HERE.
I I
NOTES & CONNECTOR LEGEND
1/4"=11-011
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ui 0 ,, -�Oxf
06 0 m C6
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STRUCTURALENG:
BED
DRAFTING:
-STRUCT:
TW
QC CHECK:
11 ---- ----- - ---------
MB
JOB No.
TM - 2153124
SCALE:
AS INDICATED
DATE:
- ----------- . ......... __1 -
09.15.2016
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 Ri
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
.,:.,.LINTEL PER PLAN
z
w
0
w
z
0
U)
CORNER AS li INDICATED IN
10" HOOK
LINTEL, #5 TO BE
HOOKED INTO
SIDE VERTICALS
�4. 41' 4
'4 iiiiiiiiiii� ..
4
A . .... IF. ii;.— 96— F --
U)
'4
A 4
0
A u_
< z
4 44' 4
<
.4
04
.. A z w
w
4 BOTTOM STEEL IN LINTEL IF V)
INDICATE - SHOULD HOOK
INTO VERTICAL CELLS 4
44
ROUGH OPENING PER PLAN 4. 4
TYPICAL MASONRY CONSTRUCTION
SCALE: 3/4" = V-10"
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
GRADE40
GRADE60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
r
LAP SPLICE
"Alf
NON
A
M
TYPI
AL SHEAR WALL
SEGMENT
.,:.,.LINTEL PER PLAN
. A
17/8
41/4
7
15
21/4
�i 7
4_
18
#4
21/2
55/8
91/2
A
3
55/8
121/2
24
#5
31/8
TYPICAL MASONRY CONSTRUCTION
SCALE: 3/4" = V-10"
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
GRADE40
GRADE60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
"Alf
NON
-SHEAR WALLAT OPENING
M
TYPI
AL SHEAR WALL
SEGMENT
.,:.,.LINTEL PER PLAN
. A
17/8
41/4
7
15
21/4
�i 7
91/4
18
#4
TYPICAL MASONRY CONSTRUCTION
SCALE: 3/4" = V-10"
LINTEL W/ TRANSOM DETAIL
SCALE: 3/4" = T-0"
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
GRADE40
GRADE60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
"Alf
111311
11C.,
M
"Alf
"B"
"C"
.,:.,.LINTEL PER PLAN
. A
17/8
41/4
7
15
21/4
�i 7
91/4
18
#4
21/2
55/8
91/2
1 20
3
55/8
121/2
24
#5
31/8
7
TRANSOM OPENING
25
33/4
7
151/2
30
�/FRAME INFILL AR011i
33/4
81/16
14
30
41/2
81/16
181/2
WINDOW BY BUILDER
#7
43/8
9 13/16
16 1/2
SEE FOUNDATION
51/4
913/16
213/4
SEE WF01/SD3 FOR
PLAN FOR FILLED CELL
INFO. MIN. (1) IS Rii
MORE INFO
ON EITH ER SIDE U.N.O.
I'LFIRSTPLY2X8TO
(2) 2X8 SYP#2 P.T. HEADER
TUR NED SIDEWAYS.
MASONRY WALL W/
DOOR OR WINDOW OPENING
�4;;
SIMPSON HU28 HANGER @
MAX. OPENING 3 FT
EA. END. W/ (6) 1/4"x 2-314"
TAPCONS INTO MASONRY
& (4) 1 Od X 1 1/2" NAILS
INTO HEADER. 2ND PLY TO
IST PLY W/ 10d
STAGGERED @ 6" O.C.
LINTEL W/ TRANSOM DETAIL
SCALE: 3/4" = T-0"
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
GRADE40
GRADE60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
"Alf
111311
11C.,
"Di"
"Alf
"B"
"C"
"D"
#3
17/8
41/4
7
15
21/4
41/4
91/4
18
#4
21/2
55/8
91/2
1 20
3
55/8
121/2
24
#5
31/8
7
113/4
25
33/4
7
151/2
30
#6
33/4
81/16
14
30
41/2
81/16
181/2
36
#7
43/8
9 13/16
16 1/2
35
51/4
913/16
213/4
42
4
4 id
4f
C)
+
co
�A
A
LAP SPLICE EMBEDDED
4DO8 REBAR SPLICE DETAIL
SCALE: 3/4" = T-0"
#3 = 2 Y2"
#4 = 2 Y2"
#5 = 2 Y2"
#6 = 3"
#7 = 3 Y2"
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 CONIC. w/
(1) #5 DIA. REBAR
STD. 90 DEGREE ANGLE 3000 psi
CONIC. w/ (1) #5 DIA. REBAR
8" x 8" x 16" CMU U.N.O.
INDICATES FILLED CELL FROM FTG. TO TIE
BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE
Mli FOR LAP INFO.
rM%_)V1L)r_ %,Lr -MINI UU 1 �W_
FILLED CELL AND REBAR (TYP). MORTAR
JOINTS SHOULD NOT BE CUT
SEE FOUNDATION FOR FOOTING
20'-8" V
C?
zo
S
].%J.IVI. I.%a.IvI.
9'4" 8'-0"
PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE
LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS:
APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTTS CONCRETE CASTE -CRETE, QUALITY, AND LOTTS w
STANDARD LINTELS
STANDARD LINTEL NOTES cl
CLEAROPENING 8"UNFILLED 8F8-1B/8F8-0B8F16-1B/8F16-0B 8F24-1B/8F24-0B 81`32-113/15F32-013 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.
11-611 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV, MASONRY OPENINGS. U.N.O. ... .. .....
2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000
21-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA, END. ALL RECESSED LINTELS TO HAVE MIN.
T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END
3-4' 1006 1663/1349 5365/1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN
4'-0" 860 1651 /1349 5365/1999 7342/3123 10000/4249 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT
4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. z
6-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 0
6-2" 488 991 /991 2661 /2143 5681/2698 6472/3685 5. 11 ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD
T -O" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS
8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS.
9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS C)
101-01, '4 U)
292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY ui
101-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOCR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS li
1 V-2" 255 471 /352 1075/1075 1838/1567 2883/2003 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL
12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS
12'-8" 0 369/261 1002/984 1697/1361 2630/1738
13'41' 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 - ------ - - -
181-01, 0 211/0 750/0 1177/0 1676/0
18'-8" 0 142/0 598/0 1114/0 1468/0 1. f c PRECAST LI INTELS 3500 PSI. w
20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi.
20'-8" 0 145/0 550/0 981 /0 1376/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP.
22'-8" 0 1 824/0 1147/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE
RECESSED LINTELS -FILLED
0)
STRENGTH = 1900 PSI. c:) w m
CLEAR OPENING 8111 B/811i 8R14 -113/811i 811113/8111 -,t
2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE
00 z, L'i
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64" 526/434 1539/1539 1329/2267 REQUIREMENTS QUANTITY OF #5 REBAR @ Ole 0
T-4" 480/322 1334/1334 1964/1552 BOTTOM OF LINTEL CAVITY 0� _j
8RF6-1B/1T
8'4" 415/235 1152/1152 1694/1552 1 8F16-1B/1T
8F8-1B/1T QUANTITY OF #5 REBAR AT TOP
1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER
2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8RF14-1B/1T NOMINAL HEIGHT
(D 8F16-1B/1T NOMINAL WIDTH 0
TYPE DESIGNATION
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1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED
LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL 0
RECESSED LINTELS BASED ON 4" NOMINAL BEARING.
2. 0 = NOT RATED. uj
3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. LLJ
4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR
0'!
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING
ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL.
6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY.
-00,
7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY
CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF
SUPPORT.
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER i
9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.
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LINTEL PLAN
STANDARD 90' HOOK STANDARD 180* HOOK
DATE: 09.15.2016
S5
STRUCTURAL ENG:
BED
DRAFTING:
-8TRUCT:
TW
QC CHECK:
MB
JOB No.
TM - 2153124
SCALE:
AS INDICATED
STANDARD 90' HOOK STANDARD 180* HOOK
DATE: 09.15.2016
S5
(1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BRIG. WALL ABOVE- HOLD BRIG WALL BACK 2x BRIG WALL PER 2x BRIG WALL PER w
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F-
STRUCTURALENG:
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DRAFTING:
-STRUCT: TW
QC CHECK:
-- --------- . ......
MB
.
JOB
No.
TM - 2153124
SCALE:
. .... ...... .
AS INDICATED
DATE:
09.15.2016
SD1
PRECAST LINTEL PER
PLAN
MASONRY WALL
SEE PLAN
2x8 W/ (2) 16d TOE
NAILS EA. END
2x SPF CONT.
BLOCKING ATTACH TO
7/16" OSB W/ (2) 8d
NAILS
7/16" OSI3 EA. SIDE, W/
6d NAILS @ 16" O.C. TO
SIDE & TOP NAILER
2x BUCK PER MD04
THIS SHEET
1/2"=l'-0" 1\�
NOTE: CUT BACK 2x8 -
P.T, @ TOP TO ALLOW
CONT. 2x4 BLOCKING
AROUND CURVE. MIN. q
2 TAPCON ANCHORS
PPR 9YA K
ARCH WINDOW FRAMING DETAILS
PRE-ENGINEEF
TRUSSES PER
24" 0. C. MAX.
TYP. TRUSS T(
CONNECTION I
CONNECTION I
EXT. SHEATHIP
ATTACHED PEI
NAILING SCHEI
FROM TOP OF
KNEEWALLTO
OR SP2 CLIPS
AND SP1 CLIP%'
BASE ARE REC
2x BLOCKING
MIN 2x4 STUDE
O/C
2x P.T. PLATE
1/2" x 8" A.B. 01
HID @ 32" O.C.
FROM EA. END
ON BASE PLA7
TOP KNOCK 01
COURSE W/ (1:
CONT.
fiF'� KNEEWALL ABOVE MASONRY WALL
3/4"=l .-011
1/2"=11-011
LINTEL (SEE PLAN)
7/16" O.S.B. EA. SID[
2x BLK'G. TO O.S.B.
ARCH PER ELEV
(2) - 8d EACH END
END
PROVIDE STANDARD
ROOF SHEATHING FOR STRAP
HEADER (SEE PLAI`
CONT. ROOF SHEATHING NAIL PER PLAN
7/16" O.S.B. EA, SID[
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SEE PLAN FOR WALL
,gkARCH
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END
VIEW w/ WOOD
BELOW AND CONNECT w/ HTS20 @ 32" O.C.
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PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW
2x4'X'BRACE ACROSS
2x PLATES OVER ROOF DECK PER VALLEY
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HOOK
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DOUBLE TOP PLATE
BUILDER FRAME
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BUCK
FRAMING INF 0
NAILS
COMMON TRUSS PER PLAN OR CONV. FRAMING w/
BEAM. ATTACHED PER
STRUCTURAL SHEATHING PER PLAN AND ROOF
NAILING SCHEDULE
FINISH PER ARCHSFIN
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CURVED ROOF TRUSSES PER PLAN OR CURVED
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RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING
Lu
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NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D
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STANDARD TRUSS –
TRUSS PER PLAN
BOTTOM CHORD
DOUBLE TOP PLATE
TBD BY BUILDER
J
PLAN
5.
ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2)
u
7-
PRECAST LINTEL OR
ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S
CENTERED
KNOCK OUT COURSE
BOTTOM OF WALL.
7.. ATTACHED PER
U)
co Iz- Cc:
PRE-ENG.TRUSS PER
.j
<
NAILING SCHEDULE
U)
(D
THREADED ROD PER
PLAN / BEARING WALL
OTHERWISE SP2 CLIPS
z
Z E
< < zo
1 � 0
.
I
BUILDER FRAME
MASONRY WALL
AT TOP AND SP1 CLIPS
w
C)
(1) #5 IN TIE BEAM
PER ARCHS
AT BASE ARE REQ'D
z
0
SCHEDULE. ONLY
w CNI <
04
0
SEE FRAMING PLAN
8
go
_j
Z
0
FOR CONNECTION
(1) #5 BAR IN PRECAST
INFO
REQUIRED WHEN
INDICATED
SEE ELEVATION
LLJ
Ly
TOP OF MASONRY
LINTEL
ON
SEE ARCH PLANS FOR
OVERHANGINFO
Ir
GARAGE WALL
SCHEDULE. MIN 6"
TYP. SINGLE TIE -BEAM
W/ (1) #5 CONT.
(2) #5's VERTICAL IN
GROUT SOLID
BEYOND
FROM END OF WALL
(n
uj
GROUT FILLED CELL
2
MASONRY WALL.
U)
W
z
LLI
WINDOW PER
0
FLOOR PLAN
z
w
z
z
0
2x6 P.T. BUCK EACH
53
T-1
0 (j)
PRECAST CONC. OR
W Lo
LLI
SIDE OF OPENING
BLOCKING PER BRG
FE LO
TYP. @ ALL WINDOWS
ENTIRE COLUMN TO
CL
CMD
WALL SCHEDULE
0
EXT FINISH PER PLAN
w
BE GROUT FILLED
Lu
Lu
w
:D
(5) 3/8" DIA. J -BOLT W/
u
0
Z
uj
_j uj
01
w
U.N.O.
U)
UJ
>.
0
0
5-1/2" EMBED. AT EA.
ELEV 0'-0" '--)W
AI
VERT REINF. BEYOND
(1) #5 VERT ICAL IN
(D
<
DOOR BRACKET, EA.
BASE PLATE
BED
DRAFTIIN�__ -
MASONRY WALL PER
GROUT FILLED CELL (IF
C/) <
PLAN
SIDE OF DOOR.
CONNECTION PER BRG
MB
JOB No.
TM - 2153124
---
SCALE:
AS INDICATED
REQ'D PER PLAN)
00 (D
09.15.2016
PROVIDE 1-1/2" x 3/16"
WALLSCHEDULE
0 uj
co >
THICK WASHER W/ EA.
NOTE: SEE MD08 ON
ANCHOR. (1 st BOLT TO
f
LINTEL PLAN FOR
BE 8" MAX. ABV. CURB,
ADDIT'L REBAR INFO
REST EQ. SPACED
-24" O.C.)
PT BASE PLATE
fiDOI)I
VERTICAL REINFORCEMENT DETAIL
6�4 GARAGE BUCK DETAIL
BEARING/ SHEARWALL CONNECTION TO CMU
PRECAST LINTEL PER
PLAN
MASONRY WALL
SEE PLAN
2x8 W/ (2) 16d TOE
NAILS EA. END
2x SPF CONT.
BLOCKING ATTACH TO
7/16" OSB W/ (2) 8d
NAILS
7/16" OSI3 EA. SIDE, W/
6d NAILS @ 16" O.C. TO
SIDE & TOP NAILER
2x BUCK PER MD04
THIS SHEET
1/2"=l'-0" 1\�
NOTE: CUT BACK 2x8 -
P.T, @ TOP TO ALLOW
CONT. 2x4 BLOCKING
AROUND CURVE. MIN. q
2 TAPCON ANCHORS
PPR 9YA K
ARCH WINDOW FRAMING DETAILS
PRE-ENGINEEF
TRUSSES PER
24" 0. C. MAX.
TYP. TRUSS T(
CONNECTION I
CONNECTION I
EXT. SHEATHIP
ATTACHED PEI
NAILING SCHEI
FROM TOP OF
KNEEWALLTO
OR SP2 CLIPS
AND SP1 CLIP%'
BASE ARE REC
2x BLOCKING
MIN 2x4 STUDE
O/C
2x P.T. PLATE
1/2" x 8" A.B. 01
HID @ 32" O.C.
FROM EA. END
ON BASE PLA7
TOP KNOCK 01
COURSE W/ (1:
CONT.
fiF'� KNEEWALL ABOVE MASONRY WALL
3/4"=l .-011
1/2"=11-011
LINTEL (SEE PLAN)
7/16" O.S.B. EA. SID[
2x BLK'G. TO O.S.B.
ARCH PER ELEV
(2) - 8d EACH END
END
VIEW w/ CMU
ROOF SHEATHING FOR STRAP
HEADER (SEE PLAI`
CONT. ROOF SHEATHING NAIL PER PLAN
7/16" O.S.B. EA, SID[
PER ELEV
2x BLK'G. TO O.S.B.
,gkARCH
(2) - 8d EACH END
END
VIEW w/ WOOD
6FO1� DORMER FRAMING DETAIL
1 It =1 1-01,
3/4"=11-011
OC:C= TVO]f'Al UC:Ar-%C:D
'RAMING DETAILS FOR
\DDITONAL
NFORMATION
HEADER CAN BE
EITHER UPSET OR
)OWNSET)
!x W/ (2) 16d TOE NAILS
EACH END
3) 16d COMMON
JAILS (TYP.)
IF REQ'D, PROVIDE
CLOSURE WALL w/
SINGLE TOP AND BASE
PLATE w/ (2) 16d NAILS
TO TRUSS. STUDS @
24" O.C. & EXT,
SHEATHING INSTALLED
PER NAILING PATTERN
CRICKET AS REQUIRED
MAIN SPAN ROOF
TRUSS
UPLIFT CONNECTOR
(SEE SCHEDULE)
MASONRY WALL PER
PLAN
(2) 2x TOP PLATE
TYPICAL TIE BEAM w/
3000 psi CONC. w/(l) #5
REBAR CONT.
STID HOOK
2x P.T. STUD
TYPICAL FILLED CELL
w/ 3000 psi CONC. w/(l)
#5 REBAR VERT.
VERIFY w/ PLAN FOR
REQ'D LOCATIONS
CMU WALL PER PLAN
(4) EQ. SPACED 2"
TITEN HD ANCHORS w/
MIN. 1 "' EMBED. FOR
4
HOLLOW BLOCK OR 3
-"'EMBED. FOR SOLID
2
BLK. MAX. 6" FROM
TOP & BOTTOM OR "' x
4" TITENS wl 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
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
!x4 SPF CONT.
2x STUDS @ 16" O.C. FOR KNEE WALL
CHORD WITH (4) 1 Od
LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT
MIN, 2x4 SPF #2 KNEE
WALL WITH STUDS @
16" O.C. W/
ROOF SHEATHING FOR STRAP
3LOCKING ATTACH TO
CONT. ROOF SHEATHING NAIL PER PLAN
SCAB IN EACH TRUSS
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
(3) 10d NAILS TYPICAL
BELOW AND CONNECT w/ HTS20 @ 32" O.C.
'/16" OSB W/ (2) 8d
PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW
2x4'X'BRACE ACROSS
2x PLATES OVER ROOF DECK PER VALLEY
SIDES FROM TOP OF
FRAMING DETAIL
I
WALL TO BOTTOM OF
DOUBLE TOP PLATE
BUILDER FRAME
SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR
'/16" OSB EACH SIDE,
RAFTER
NAILS
COMMON TRUSS PER PLAN OR CONV. FRAMING w/
BEAM. ATTACHED PER
STRUCTURAL SHEATHING PER PLAN AND ROOF
NAILING SCHEDULE
FINISH PER ARCHSFIN
BETWEEN TRUSSES
CURVED ROOF TRUSSES PER PLAN OR CURVED
TOENAILED TO
RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING
DOUBLE TOP PLATE w/
NAILED @ 6" O.C. STAGGERED
NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D
1/4"= 1 1-01, NOTE: ROOF SHE,ATHING MUST BE APPLIED AND FASTENED TO BASE
TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED.
(2) 2x TOP PLATE
TYPICAL TIE BEAM w/
3000 psi CONC. w/(l) #5
REBAR CONT.
STID HOOK
2x P.T. STUD
TYPICAL FILLED CELL
w/ 3000 psi CONC. w/(l)
#5 REBAR VERT.
VERIFY w/ PLAN FOR
REQ'D LOCATIONS
CMU WALL PER PLAN
(4) EQ. SPACED 2"
TITEN HD ANCHORS w/
MIN. 1 "' EMBED. FOR
4
HOLLOW BLOCK OR 3
-"'EMBED. FOR SOLID
2
BLK. MAX. 6" FROM
TOP & BOTTOM OR "' x
4" TITENS wl 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
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
!x4 SPF CONT.
MIN. 2x4 SPF #2 KNEE ---------
WALL WITH STUDS @
161, O.C. W/
CHORD WITH (4) 1 Od
(2) 2x #2 SYP SEE PLAN
MIN, 2x4 SPF #2 KNEE
WALL WITH STUDS @
16" O.C. W/
2x4 #2 SYP BLOCKINC.
3LOCKING ATTACH TO
STRUCTURAL
SCAB IN EACH TRUSS
FOR BEAM SIZE
STRUCTURAL
SUPPLIED BY A/C
SHEATHING ON BOTH
COMPANY
(3) 10d NAILS TYPICAL
SHEATHING ON BOTH
'/16" OSB W/ (2) 8d
SIDES FROM TOP OF
2x4'X'BRACE ACROSS
END
SIDES FROM TOP OF
JAILS
WALL TO BOTTOM OF
BUILDER FRAME
WALL TO BOTTOM OF
'/16" OSB EACH SIDE,
BEAM. ATTACHED PER
NAILS
RADIUS AS REQ'D
BEAM. ATTACHED PER
N/ 6d NAILS @ 16" O.C.
NAILING SCHEDULE
LAP W/ (2) 16d NAILS
BETWEEN TRUSSES
NAILING SCHEDULE
FO SIDE & TOP NAILER OTHERWISE SP2 CLIPS
N BUCKS, AT TOP AND SP1 CLIPS
AT BASE ARE
REQUIRED
KNEEWALL AT DOWNSET BEAM
fiFO
NAIL SCAB TO TOP
IF A/C IS SUSPENDED
CHORD WITH (4) 1 Od
FROM TOP CHORD (2'
NAILS
2x4 #2 SYP BLOCKINC.
ADD 2x4 VERTICAL
REQ'D @ TOP CHORC
SCAB IN EACH TRUSS
ATTACHMENTS
IF NO WEB IS PRESENT
SUPPLIED BY A/C
ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK
COMPANY
(3) 10d NAILS TYPICAL
2.
AT EACH TRUSS
2x4'X'BRACE ACROSS
END
LENGTH OF
SHEARWALL
NAIL SCAB TO TOP
2x4 #2 SYP RAT RUIN
CHORD WITH (3) 10d
TOP AND BOTTOM MI
NAILS
(2) BAYS PAST A/C
L)
LOCATION. MIN (3) BA
2x4 BLOCKING
LAP W/ (2) 16d NAILS
BETWEEN TRUSSES
TO EACH TRUSS. TYF
TOENAILED TO
EACH SIDE
DOUBLE TOP PLATE w/
4.
1 Od NAILS @ 4" 0. C.
_j
cl
STANDARD TRUSS –
TRUSS PER PLAN
BOTTOM CHORD
DOUBLE TOP PLATE
TBD BY BUILDER
FRAMED WALL PER
PLAN
5.
3/4"=11-0"
PRE -CAST LINTEL PER uj
PLAN I-_
(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
I
FASTEN PT 2x NAILER
ATTACHMENT REQUIREMENTS
SIZE TAPCONS SPACING # ROWS
2x6 3/16" x 3" 121, O_C� 9
2x8 3/16" x 3" 1 12" O.C. 2
TO MASONRY NOTES:
1/2" x 8" ANCHOR BOLT
(2) 2x #2 SYP SEE PLAN
1.
2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW,
OR TITEN HD @ 32"
FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6"FROM
z
ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK
O.C. & 6" FROM EACH
0
2.
BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT,
I-_
END
STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN
CL
THIS CASE.
0�
x
L)
<
BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12"
U)
U)
O.C, @ EACH SUCCESSIVE BUCK
2x PT BOTTOM
W
4.
MIXING OF lx AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
_j
cl
(1) 2x OR (2) 2x BUCK
OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS
Cl
ci
z
TBD BY BUILDER
(FASTENING) ARE MET
SHEATHING FROM of
5.
ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2)
u
(D
PRECAST LINTEL OR
ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S
SPECS
KNOCK OUT COURSE
BOTTOM OF WALL.
1/2"=11-0"
— SHEATHING PER PLAN
— TYP. TRUSS TO FRAME
CONNECTION PER
STD. CONNECTOR
NOTES
— FRAME OUT TO BLOCK
EDGE AS REQ'D
KNEEWALL AT UPSET BEAM
PERP. SHEARWALL CONNECTION TO TRUSS A/C IN TRUSSES
3/4"=l'-0" 1\��
PRE -MANUFACTURED
CHIMNEY CAP
TOP OF CHIMNEY MIN
2'-0" ABOVE A POINT
WITH IN 1 U-0" OF THE
NEAREST ROOF
(1) SPH4 EVERY
OTHER STUD TO
DOUBLE TOP PLATE
2x4 VERTICAL @ 24"
0. C. MAX. w/ (4) 1 Od
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
2x4 BLOCKING W/ (2)
16d COMMONS END
NAILED TO VERTICAL
2x4's
3/4"=l.-011
CHIMNEY FRAMING DETAIL
3/4"=11-0"
m
4211111
. w cl)
% % so
— , 0, 0 %
.; �Y,! % 00
STRUCTURAL v- ? 4�, u� �e 6
SHEATHING : co _j z
OZ , 0 p1l. T
CO3 .:Z -
W:LU CD <
TYP TRUSS TO FRAME (5 < 0: z 0
CO J0
NNECTION PER 6
uj
STD. CONNECTOR z 0
NOTES <
>- 0
FRAME OUT TO BLOCK X _j
EDGE 11111 m U-
(2) 2x TOP PLATE
3/4"=l'-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 RE, ELEV
A34 OR LUS24-2 EACH FOR O.H.
-*ED
FLUE PER MANUF.
SPECS W/ 2" MIN.
CLEAR BETWEEN FLUE
&FRAME
GALVANIZED FLASHING
EXT. SHEATHING
ATTACHED PER
NAILING SCHEID.
2x4 FRAMED CRICKET
W/ GALVANIZED
FLASHING
(4) 16d COMMONS
NAILED @ EACH END CONC. SLAB -
SEE FOUNDATION
2x4 BLOCKING W/ (2) PLAN FOR MORE INFO
16d COMMONS END
NAILED TO VERTICAL
2x4's SEE FOUNDATION
DETAILS FOR FTG INFO
TRUSS PER PLAN
3/4"=1-4'
1/2" x 8" ANCHOR BOLT
(2) 2x #2 SYP SEE PLAN
OR TITEN HD @ 32"
0
(2) 2x #2 SYP SEE PLAN
O.C. & 6" FROM EACH
FOR BEAM SIZE (ONLY
FOR BEAM SIZE
END
IF OPENING PROVIDED
4-�
PER PLAN)
0 (y)
<
MIN. 2x4 SPF #2 KNEE
U)
c�
2x PT BOTTOM
WALL w/ STUDS @ 16"
u C)
_j
PLATE
O.C. w/ STRUCTURAL
uj
ci
z
u
W 0 LU m E
z �- �- 8
'�
SHEATHING FROM of
u c
u
(D
PRECAST LINTEL OR
TOP OF WALL TO
KNOCK OUT COURSE
BOTTOM OF WALL.
7.. ATTACHED PER
U)
co Iz- Cc:
PRE-ENG.TRUSS PER
.j
<
NAILING SCHEDULE
U)
(D
PLAN, 24" O.C. MAX
OTHERWISE SP2 CLIPS
z
Z E
< < zo
1 � 0
.
I
BUILDER FRAME
MASONRY WALL
AT TOP AND SP1 CLIPS
w
C)
RADIUS AS REQ'D
PER ARCHS
AT BASE ARE REQ'D
z
0
w CNI <
04
0
SEE FRAMING PLAN
8
go
_j
3/4"=l'-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 RE, ELEV
A34 OR LUS24-2 EACH FOR O.H.
-*ED
FLUE PER MANUF.
SPECS W/ 2" MIN.
CLEAR BETWEEN FLUE
&FRAME
GALVANIZED FLASHING
EXT. SHEATHING
ATTACHED PER
NAILING SCHEID.
2x4 FRAMED CRICKET
W/ GALVANIZED
FLASHING
(4) 16d COMMONS
NAILED @ EACH END CONC. SLAB -
SEE FOUNDATION
2x4 BLOCKING W/ (2) PLAN FOR MORE INFO
16d COMMONS END
NAILED TO VERTICAL
2x4's SEE FOUNDATION
DETAILS FOR FTG INFO
TRUSS PER PLAN
3/4"=1-4'
z
(D
<
U)
0
UJ
_j
uj
u
W 0 LU m E
z �- �- 8
'�
0
(D
< z u- �' m
5 9 Wi
z
—..E-
0 F- 0 0 00:�:!
w z !� -
F-
_j
U)
co Iz- Cc:
PRE-ENG.TRUSS PER
.j
<
U)
0 m uj w
PLAN, 24" O.C. MAX
0
Z E
< < zo
1 � 0
.
I
ROOFING MATERIAL
w
C)
0 �- a'
(6 :tz
N
PER ARCHS
c:0
Lu
z
w CNI <
04
0
SEE FRAMING PLAN
8
go
_j
Z
0
FOR CONNECTION
INFO
SEE ELEVATION
LLJ
Ly
TOP OF MASONRY
SEE ARCH PLANS FOR
OVERHANGINFO
TYP. SINGLE TIE -BEAM
W/ (1) #5 CONT.
GROUT SOLID
uj
2
U)
W
z
WINDOW PER
0
FLOOR PLAN
z
<
z
0
53
0 (j)
PRECAST CONC. OR
W Lo
LLI
POWERS STEEL SILL
FE LO
TYP. @ ALL WINDOWS
0
0
C4
0
0
EXT FINISH PER PLAN
w
u
0
Z
uj
_j uj
01
w
MAIN FLOOR
3
0
>.
0
0
ELEV 0'-0" '--)W
VERT REINF. BEYOND
STRUCTURALENG:
BED
DRAFTIIN�__ -
MASONRY WALL PER
-STRUCT: TW
------ - ------
PLAN
QC CHECK:
MB
JOB No.
TM - 2153124
---
SCALE:
AS INDICATED
-- ---------- - --------
DATE:
09.15.2016
TYPICAL ONE STORY CMU WALL SECTION
3/4"=11-011
SD2
SIMPSON HGAl 0 @ 48"
O.C.
A
SHEATHING NOT REQ'D v
TO BE CONT. @ THE
TRANSITION FROM
BEAM TO GABLE
SIMPSON HGA10 @ 48"
O.C.
SHEATHING NOT REQ'D
TO BE CONT @ THE
TRANSITION FROM
WALL TO GABLE
NOTE: ALL GABLE
BRACING IS TO BE
SYP#2 OR BETTER
2x4 BLOCKING @ EA.
x
TRUSS
TRUSS
TRUSS BOT. CHORD
PLAN
SPAN 2'-0") w/ (2) 16d 2'-0" MAX.
DOUBLE 2x TOP PLATE
1/2" J -BOLTS w/
rsTRONGBACK W/ (2) 2x4 BRACE
TRUSS PER PLAN
FASTEN SIDE WALL
PT 2x8 PLT., CANT. FOR
WASHERS (MIN. 7"
BEAM PER PLAN
SHEATHING PER PLAN.
DTC CLIP, (2) 8d NAILS
CLG. NAILING SURFACE
EMBED) MIN. 6" FROM
2x4 SYP #2 BRACING @
(5) 16d NAILS
BRACE
OUTLOOKER
EACH END AND 32" O.C.
TO BLOCKING
(2)16dTOENAILS
Lu
EXT. SHEATHING;
MAX.
ATTACHMENT w/ (3) 1 Od
SIMPSON H10A SIMPSON H10A
ATTACH PER PLAN
HOLD WALL 3-1/2"
FASTEN CONV. 2x
DIAGONAL TO BEAM DIAGONAL TO TOP
ATTACH W/ (2) 1 Od
: END
PROVIDE 16d NAILS
PLATE
FHING FASTEN
STD CONDITION @ FRAME WALL
DOUBLE TOP PLATE
BEAM CONNECTION FRAME WALL
CONNECTION
2x TOP PLATE TO
2x4 LEDGER W/ (2) 10d
CONTRACTOR TO FIELD VERIFY WHICH
CONDITION IS REQUIRED. CONTACT EOR
FOR ADDITIONAL INFO AS REQ'D
A
SIMPSON A23 @ EACH
A35 DIAGONAL TO
2x4 BLOCKING @ EA.
NO BRACE REQUIRED
\V
BRACE TO PLATE
TRUSS BOT. CHORD
PLAN
SPAN 2'-0") w/ (2) 16d 2'-0" MAX.
3 1/4" HOLD
1/2" J -BOLTS w/
rsTRONGBACK W/ (2) 2x4 BRACE
TRUSS PER PLAN
META16 AT 24" O.C.
PT 2x8 PLT., CANT. FOR
WASHERS (MIN. 7"
11
'-0" O.H.
DTC CLIP, (2) 8d NAILS
CLG. NAILING SURFACE
EMBED) MIN. 6" FROM
2x4 SYP #2 BRACING @
W
INTO BLOCKING, (4) 8d
OUTLOOKER
EACH END AND 32" O.C.
24" O.C. FOR FALSE BM
(2)16dTOENAILS
Lu
SIMPSON H2.5(TYP.)
MAX.
ATTACHMENT w/ (3) 1 Od
U_) 24" O.C.
uj
T
HOLD WALL 3-1/2"
FASTEN CONV. 2x
TOENAILS EA. END
ATTACH W/ (2) 1 Od
: END
PROVIDE 16d NAILS
m ED
FHING FASTEN
STD CONDITION @ FRAME WALL
DOUBLE TOP PLATE
GABLE END TRUSS TO
� i-; 5
2x TOP PLATE TO
2x4 LEDGER W/ (2) 10d
PLT.@12" O.C. MAX.
Ji
r y
U
GABLE END W/ 16d
NAILS @ EACH WEB No/
A
REQ'D. MIN (1) JACK &
U)
<
CID
NAILS @ 6" O.C.
I ---
EXTERIOR SHEATHING.
(1) KING STUD w/ SIMPS.
0
2:
FRAMING FOR FALSE
___z
L
ATTACH PER PLAN
CMU WALL OR LINTEL--------___. Z
'4, " �..
HGA10KT @ 32" O.C.
BEAM, IF REQ'D w/ (3)
FROM TOP OF WALL
BELOW
10d NAILS @ EA. TRUSS
Lu
ujsl
TO BOTTOM
CONNECTION
BRACE
U)
-I
2x8 #2 SPF STUDS AT
SHEATHING PER PLAN
TIE BEAM COURSE w/ (1)
2x4 STUDS @ 24" O.C. w/
16" O.C.
1/2" x 8" J -BOLT @ 32"
#5 CONT.
SINGLE BASE & TOP
-4
O.C. AND 6" FROM EA.
PLATE w/ PLYWOOD
FALSE BM PER PLAN
2x8 #2 SYP PT. BASE
END w/ NUT & WASHER
MASONRY WALL OR
SHEATHING COVERING
IF REQ'D
PLATE W/ 1/2" x 8"
CMU WALL
CONNECTION
CLEAR
SPAN CONNECTION
ANCHOR BOLT OR
'NOTE: REFER TO DETAIL GE02 THIS
PAGE FOR GABLE
BRACING***
GABLE END @ FLAT CEILING CONNECTIONS
2x4 OUTLOOKER @ 24"
O.C. MAX. w/ (2) 16d
END NAILS TO TRUSS
TRUSS PER PLAN ----I
NOTE: PROVIDE ADDIT'L
BLOCKING AS REQ'D
PER HIB -91 & TRUSS
MANU.'S DRAWINGS;
CEILING GYP. BID. IS
NOT A DIAPHRAGM
l'-9" MAX.
VARIES 11 li
RAKED DOUBLE TOP
PLATE
CEILING NAILER AS
I
REQ D
2x8 #2 SPF STUDS @
16" O.C. TYP.
2x8 #2 SYP PT BASE
PLATE
CMU WALL PER PLAN -
GABLE END @ VAULTED CEILING
3/4"= 1 1-01,
cr
wig W -...Pd
mr! 0
FIELD FRAMED VALLEY DETAIL
1/2"=11-0"
2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ
BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF
SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C.
(4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D)
PROVIDE 2x4 BRACE -
TO EA. ADJ. DIAG.
FASTEN TO DIAG. w/(2)
16d NAILS.
I I
GABLE BRACING @ 48"
O.C. NOT REG'D 6'
FROM EAVES
GABLE BRACING CHART
3/4"=11-0"
GABLE BRACING
2x4 BLOCKING @ EA.
NO BRACE REQUIRED
OUTLOOKER (MAX.
ROOF SHEATHING PER
ROOF SHEATHING
PLAN
SPAN 2'-0") w/ (2) 16d 2'-0" MAX.
STRONGBACK W/ (1) 2x4 BRACE
END NAILS EA. END
2x4 OUTLOOKER @ 24"
O.C. MAX. w/ (2) 16d
END NAILS TO TRUSS
TRUSS PER PLAN ----I
NOTE: PROVIDE ADDIT'L
BLOCKING AS REQ'D
PER HIB -91 & TRUSS
MANU.'S DRAWINGS;
CEILING GYP. BID. IS
NOT A DIAPHRAGM
l'-9" MAX.
VARIES 11 li
RAKED DOUBLE TOP
PLATE
CEILING NAILER AS
I
REQ D
2x8 #2 SPF STUDS @
16" O.C. TYP.
2x8 #2 SYP PT BASE
PLATE
CMU WALL PER PLAN -
GABLE END @ VAULTED CEILING
3/4"= 1 1-01,
cr
wig W -...Pd
mr! 0
FIELD FRAMED VALLEY DETAIL
1/2"=11-0"
2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ
BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF
SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C.
(4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D)
PROVIDE 2x4 BRACE -
TO EA. ADJ. DIAG.
FASTEN TO DIAG. w/(2)
16d NAILS.
I I
GABLE BRACING @ 48"
O.C. NOT REG'D 6'
FROM EAVES
GABLE BRACING CHART
H
GABLE BRACING
UP TO 4'-8"
NO BRACE REQUIRED
4'-8" < H T-0"
(1) 2x4 BRACE
T-0" < H 9'-4"
(2) 2x4 BRACE (SEE SECTION A -A)
9'-4" < H:. -S14' -O"
STRONGBACK W/ (1) 2x4 BRACE
14'-0" < H!El 8'-8"
rsTRONGBACK W/ (2) 2x4 BRACE
2x4 BRACE IF REQ'D
WHERE O.H. IS > V-0", DROP
GABLES wl OUTLOOKERS @ 24" O.C. l' -O" 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 CC
CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWr
H2.5 CLIP, MAX 2'-0" O.H. FASTEN ROOF
SHEATHING TO
LI BLOCKS w/8d NAILS
I I z @ 6" O.C.
SEE GABLE --
CONNECTION DETAIL
FOR REO'D
CONNECTIONS
2x4 ATTACHED TO EA.
GABLE 2x4 BRACE WITH
(2) 10d NAILS
SEE CHART.
10d COMMON NAILS (1) A23 FROM
@ 6" O.C. STRONGBACKTO
DIAGONAL
GABLE VERTICAL
2ND 2x4 BRACE IF
REQ'D, SEE CHART
A -A GABLE VERTICAL BRACING 2x6
10d COMMON NAILS @
81, O.C.
GABLE END BRACING
3/4"=11-0"
PROVIDE 2x BLOCKING
FOR NAILING I -X'+ MILIJUNINU IZ) I
(2)16d NAILS PLT. TO NAILS, TOENAILED
45'
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
Q TO BLOCKING
AF IA T- PROVIDE 2x4 BRACE
LLI
FHING PER PLAN
E O.H. IS > l' -O"
END GABLE w/
)OKERS @ 24"
TRUSS PER PLAN
z
0 RUN BACK TO
ROOF SHEATHING
0
)MMON TRUSS
%K3
3/16" x 2 3/4" TAPCONS
�3) 12d TOENAILS.
TO STUD)
F
ECT TO DROP
TRUSS PER PLAN
META16 AT 24" O.C.
: WITH H2.5 CLIP.
@ 24" O.C. W/ (2) 12d
11
'-0" O.H.
DTC CLIP, (2) 8d NAILS
C)
SHEATHING PER PLAN
C=
W
INTO BLOCKING, (4) 8d
OUTLOOKER
2x4
(2)16dTOENAILS
NAILS INTO TOP PLATE
SIMPSON H2.5(TYP.)
IS
W/ (2) 12d END NAILS
U_) 24" O.C.
HOLD WALL 3-1/2"
FASTEN CONV. 2x
@ EACH END
ATTACH W/ (2) 1 Od
: END
DOWNFOR
NAILS @ EACH TRUSS
FHING FASTEN
STD CONDITION @ FRAME WALL
DOUBLE TOP PLATE
GABLE END TO EA. ADJ. DIAG. PER PLAN >
FASTEN TO DIAG.w/(2) w
SHEATHING FASTEN SPLICE AS REQ'D w
PER PLAN. 16d NAILS. im I I I I I [ I I I I
STUD TOP & BOTTOM
TRUSS PER PLAN
DTC CLIP, (2) 8d NAILS
EACH END.AT 24" O.0
ROOF SHEATHING
(TYP.) (END NAIL PLTS.
(AS SHOWN)
%K3
3/16" x 2 3/4" TAPCONS
PER PLAN
TO STUD)
IN CMU. OR SIMPSON
TRUSS PER PLAN
META16 AT 24" O.C.
2x FASCIA w (2) 16d
@ 24" O.C. W/ (2) 12d
11
2x6 (MIN.) PLATE THRU
DTC CLIP, (2) 8d NAILS
END NAILS @ EA.
SHEATHING PER PLAN
2x4 #2 SYP P.T.
INTO BLOCKING, (4) 8d
OUTLOOKER
BLOCKING @ 24" O.C.
(2)16dTOENAILS
NAILS INTO TOP PLATE
SIMPSON H2.5(TYP.)
PLAN
W/ (2) 12d END NAILS
BRACE TO LEDGER
HOLD WALL 3-1/2"
FASTEN CONV. 2x
@ EACH END
ATTACH W/ (2) 1 Od
VALLEY RAFTER
DOWNFOR
NAILS @ EACH TRUSS
FRAMING (OR PRE -ENG
VALLEY TRUSSES) TO
STD CONDITION @ FRAME WALL
DOUBLE TOP PLATE
OUTLOOKER
TRUSS PER PLAN
%ZII
2x4 LEDGER W/ (2) 10d
HEADER PER PLAN IF
NAILS @ EACH WEB No/
A
REQ'D. MIN (1) JACK &
I ---
EXTERIOR SHEATHING.
(1) KING STUD w/ SIMPS.
TRUSS PER PLAN
<
ATTACH PER PLAN
LSTA18 HEADER TO
FROM TOP OF WALL
STUDS TYP. BASE
Lu
ujsl
TO BOTTOM
CONNECTION
U)
-I
2x8 #2 SPF STUDS AT
SHEATHING PER PLAN
16" O.C.
1/2" x 8" J -BOLT @ 32"
DTC CLIP, (2) 8d NAILS
-4
O.C. AND 6" FROM EA.
INTO BLOCKING, (2)
MASONRY WALL OR
2x8 #2 SYP PT. BASE
END w/ NUT & WASHER
MASONRY WALL OR
3/16" x 2 3/4" TAPCONS
LINTEL SEE PLAN
PLATE W/ 1/2" x 8"
MSTAM-24 TYP. EA.
LINTEL SEE PLAN
IN CMU. OR SIMPSON
ANCHOR BOLT OR
SIDE OF EA, STUD.
META16
TITEN HID @ 32" O.C. &
CENTERED BETWEEN
6" FROM EACH END
FRAME AND CMU SEE
WALL SPLICE DETAIL
STD CONDITION
@ CMU
VAULTED CONDITION
@ CMU
FOR REQ'D FLASHING
2x8 RIDGE BOARD
2x6 COLLAR TIE HALF
WAY UP HEIGHT OF
VALLEY. FASTEN w/ (5)
10d COMMON NAILS @
EACH END (TYP.)
2x6 RAFTER TO 2x8 TRUSS PER PLAN
RIDGE BOARD W/ A35
ON (1) SIDE OF
'lroul'4 u I u, III/-) ou
ILS INTO BLOCKING,
8d NAILS TO TOP
\TE
TRUSS PER PLAN
I I
RAFTER & A35 ON ADJ
TRUSS PER PLAN
DTC CLIP, (2) 8d NAILS
RAFTER TO OPP SIDE
7t]
INTO BLOCKING, (2)
(AS SHOWN)
%K3
3/16" x 2 3/4" TAPCONS
2x6's @ 24" O.C, MAX.
IN CMU. OR SIMPSON
2x4 SYP #2 BLOCKING,
META16 AT 24" O.C.
FASTEN SYP OR SPF
@ 24" O.C. W/ (2) 12d
11
2x6 (MIN.) PLATE THRU
END NAILS @ EACH
Fl
SHEATHING PER PLAN
END.
W/ 1/4"x4-1/2" SIMPSON
SIDS SCREWS TO TOP
WALL SHEATHING PER
LAY 2x4 BLOCKING
CHORD OF EACH
PLAN
OVER THE TOP OF THE
LINTEL PER PLAN
TRUSS BELOW
BOTTOM CHORD.
FASTEN CONV. 2x
2x WALL, SEE PLAN
ATTACH W/ (2) 1 Od
VALLEY RAFTER
NAILS @ EACH TRUSS
FRAMING (OR PRE -ENG
VALLEY TRUSSES) TO
STD CONDITION @ FRAME WALL
AT 24" O.C.
BEARING CONDITION a CMU WALL
-r"
%ZII
2- X r- L/A I E: V V I
SIMPSON MTS12 OR
LSTA12 & (5) 8d NAILS
@ EA. RAFTER TO PLT.
fiFNON-BEARING WALL CLIP DETAIL
0
3/4"=11-0"
SIMPSON H10A DIAG.
TO BLOCKING uj
c)
(L 't
z cl-
00
x w
% ;z' v 6
0, LL .6-0. w z
CID 0
UJ
GABLE BRACING @ 48" PROVIDE 2x BLOCKING 0 Ilk
w CD -K <
wj 11 0: z 0 L)
O.C. MAX. 450 FROM FOR NAILING 0 : 0
cf)
Lij <
HORIZONTAL (+/- 10')
BRACE NOT REQUIRED z
6'FROM EAVES. 0
1 r-11000 r -c -Ill r -l -MIN w -j
ca u -
SEE PLAN FOR
SUPPORT AND TIE 0
�A�� .
DOWN OF JACK 7�
TRUSSES
PROVIDE BLOCKING
u
BETWEEN TRUSS BAYS 0
@ 48" O.C. FOR FIRST 3
BAYS SEE GABLE WALL PER PLAN
CONNECTION DETAIL
(FRAME WALL SHOWN;
FOR REQ'ID
"Ze c�
MAY ALSO BE
CONNECTIONS
MASONRY)
5 r>0
'NOTE: GABLES SPANNING LESS THAN 8'DO NOT REQUIRE BRACING' 0 z
u
z
CA
z
0
GABLE END @ FLAT CEILING w/ BOSTON HIP
3/4"=11-0"
n -rnM Ml A=:
x vj z
SEE GEOl/SD3 FOR 8d NAILS @ 4" O.C. (D
w C,:"
OUTLOOKER OR CONV. FRAME OR <
HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER 0 7
SEE HEADER CANTILEVER 06 Lu 0 JJ E
PLAN
SCHEDULE & NOTES .1-3 8
(D < Z 'u-
uj — 0 - -7 cc)
FOR ADDT'L INFO. z C) - X co -
SIMPSON LSTA12 OR 0 P: 0 uj CO -u:3
U) - 6- - iI a
SP4 CONNECTORS @ -j u) 0: �z " IS 8
24"o.c. IF HEADER WITH GABLE TRUSS ::) < 0 0 au) s
U) 0 1'- '2 u J w
UPLIFT SPAN 4'-6" OR Z Z :) U) I'- z E0
< <Wzo
MORE. EXT. SHEATHING; 0 u- 3: 0 z:
13� 0 2 a.
ATTACH PER NAILING C) .0 <
SCHEID. li -,
w
2x DOWNFRAME TO U -
DOOR AS REQ'D (2) 16d NAILS TO EA. LU z 0
COMMON TRUSS z
w 0
SIMPSON META16 @
uj
32" O.C. GABLE TRUSS uj
1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF -r
EA. SIDE OF HEADER WOOD WALL TRUSS
(CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR
PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE)
STUDS) w/ MIN 7" 32" O.C. MASONRY WALL
EMBED. INTO SLAB SHOWN, SEE PLAN
ONLY REQ'D @ BRG FOR WOOD OR
WALL W/ UPLIFT MASONRY
(G'E�O GABLE END AT VALLEY FRAMING
3/4"=11-0" w
HEADER STUDS PER z
HEADER SCHEDULE 0
U.N.O. ON PLANS F -
z
Z 0
0
ATTACH JAMB STUDS cl)
W) uj
PER WF08/SD4 Lo
C4 0
0 0
0 Z
uj uj w
D T PACZr= 01 ATI= 5 a 0
NOTE: CONTRACTOR TO NAIL
lst KING STUD INTO HEADER
PER HEADER SCHEID. THEN STRUC TURALENG: BED
ATTACH ADDIT'L KINGS AS DRAFTING:
REQ'D. SEE SCHEID. FOR
-STRUCT: Tvv
NUMBER OF KING AND JACK
STUDS REQ'D. QC CHECK: MB
JOB No. TM - 2153124
SCALE: AS INDICATED
nATF=- An irl Onlez
TYPICAL HEADER DETAIL
NOT USED
SD3
NOTE: PIPE OR DUCT W/ 2 ROWS 1 Od @ 3" O.G.
PLATE LENGTHS MUST BE AT PENETRATION OF
LEAST 8'-0" LONG, TYP. 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
2x8 STUDS
ATTACH 2x STUDS TO
TOP PLATE W/ (4) 16d
NAILS ((2) ON EA. SIDE)
TYP. AT ALL EXTERIOR
ATTACH 2x STUDS TO
UUNUI 1 ]U1140
TOP PLATE W/ (4) 16d
NOTES:
NAILS ((2) ON EA. SIDE)
2x8 STUDS PER
TYP. AT ALL EXTERIOR
FRAMING PLAN
CONDITIONS
LEDGER
U) <
TOP SPLICE
BOTTOM SPLICE OVER
2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION
STUD
DOUBLE 2x8 TOP
NAILING PER
PLATE
#RT TYPICAL TOP PLATE SPLICE BRG. WALL
�_ 0
DOUBLE 2x4 TOP
r
Lu f=
w a:
NOTES:
PLATE
m
>- 0
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN
LEDGER
U) <
11� I --
SEE TRUSS PLAN FOR
2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION
W
07-
0 [---
NAILING PER
NAIL TOP PLATE To
3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY)
�_ 0
PROVIDE 2x4 ON TOP
I
BOTTOM PLATE wl (4)
4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN 1/4"
_111--i
OF 2x8 TO BLOCK OUT
LAP SPLICE 48" MIN &
10d NAILS
1" EDGE 1 1/2" EDGE
FLOOR SYSTEM
TOP PLATE ATTACH W/
(2) 10d NAILS O.C.
ATTACH PER NAILING
--
— — — — — — —
Nil
U-
CUT TO FIT \
PATTERN ON THIS
+ +
....... X' X' ......
01 OPENING SIZE
----(D--/
01 BEYOND SEE PLAN
(SOLID BLOCK W/ 2x6)
DETAIL
2x12 BOX HDR w/ 2x8's
1 Od x 3" COMMON
REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS
x x x
AR)� EXTERIOR SHEATHING SCHEDULE
MAX.;
k 1
3/4"=11_011
2x4 #2 SYP CONT. w/ (2)
2x8 #2 SPF VERTICAL
TO MASONRY wl 2x6 PT
PRE-ENGINEERED
NAIL AS SHOWN (5) 1 Od
SIMPSON LSTA30 W/
2x12 w/ 10d X 3" NAILS
SYP #2 LEDGER w/ (2)
@ 24" O.C. w/ EXT.
2x4 #2 SPF
z
MEMBER, TYP. (MAX.
(22) 10d NAILS (ALL
z
@ 6" O.C. 2x12 AT
z
Lu
SHEATHING PER
BLOCKING @ 24" O.C.
1 1/2" z
12" O�C.
CORNER CONDITIONS
1:2)
WALL TO PRECAST
w/ MIN. 2"EMBED. @
w
w/ (2) 16d END NAILS
SPACING
EXTERIOR SHEATHING
STRAP AROUND
SIMPSON H3 CLIP
LINTEL wl (2)ROWS OF
++ ++, (4) 12d NAILS EACH
ui
SEE PLAN FOR
NAIL PER PLAN
TALLER STUD)
w
w
U)
1/4" x 4" TAPCONS @
2x4 #2 SYP P.T. @ EA.1
TRUSS MEMBER
2x4 SYP #2 LEDGER.
CONNECTION
(4) 10d NAILS FOR
a)
16" O.C. MAX.
TRUSS w/ (4) 12d NAI LS
c\1
- 1\1 I I
x x
WALL OR TRUSS, SEE
PT POST PER PLAN
(2) 1/4" X 41%?" SIMPS. 7
STAGGERED
INTO TRUSS & (3) 12d
EACH VERTICAL
x x
2x BRG WALL, SEE
SIDS SCREWS @ 16"
MEMBERS ONLY
TOENAILS INTO OTHER
PLAN
SEE WALL CLIP DETAIL
PLAN FOR STUD SIZE &
TRANSOM BETWEEN
TRUSS
TRANSOM BETWEEN
FOR MORE INFO
SPACING. MIN (2) 2x
0;
NUT SET IN ADHESIVE
SEE FLOOR PLAN FOR
LINTELS
LINTELS
_rrrr
10d x 3" COMM(
SIDS SCREWS @ 16"
MORE BRG. WALL INFO
LINTEL PER PLAN SLOPE AS REQ'D
OVERLAP TOP PLATE
10dx3"COMMONOPP
LINTEL PER PLAN
U.N.O.
COMMUNITY SPECS
2x6 #2 SYP P.T. CONT.
TO MASONRY w/ 2x4, PT
2x6 #2 SYP P.T. CONT.
2x4 SYP #2 OR
4
PLAN FOR ADDITIONAL
SYP #2 LEDGER W1 1/4"
wl (2) 1/4" x 3 1/2"
AT CORNER
SIDE _-N
2x BLOCKING
x 2 3/4" TAPCONS @ 12"
ROOF TRUSSES @ 24"
TAPCONS @ 12" O.C.
Z L)
0 0 co
w z
TAPGONS @ 12" O.C.
O.C.
SIMPSON LSTA24 EACH
O.C. MAX
(2) 2x TOP PLATE
SIDE VIEW @ BASE OF POST
SPACED EVENLY
(D
SPACED EVENLY
DESIGNED FOR
STUD
2x8 TO UNDER SIDE OF
ATTACH 2x TO
VERTICALLY
SHINGLE ONLY
VERTICALLY
(CDO CORNER COLUMN FRAMING
2x BRG WALL, SEE
NAIL BOTTOM PLATE
z
CL
U)
2x6
PLAN FOR STUD SIZ , E 2:
TRUSS PER PLAN
ROWS OF 10d NAILS
w 11 <
04
2x8 w/ (2) 1 Od NAILS @
TO CORNER STUD
2x8 w/ (2) 1 Od NAILS @
LLJ
SPACING. MIN (2) 2x
00
POCKET SGD 3" O.C. TO EA. 2x6
POCKET SGD
EACH VERTICAL
POCKET SGID
UNDER GIRDER TRUSS
SEE PLAN FOR
ATTACHMENT BY VERTICAL
PACK w/ (4) 1 Od NAILS
U)
ATTACHMENT BY
U.N.O.
CONNECTION
Lu
BUILDER
BUILDER
(4) 12d NAILS EACH
BUILDER
fiF 1 SECTION @ DOUBLE BEARING
fiFfk STEP (a).
—
BEARING FRAME WALL
HEADER @ POCKET SLIDER w/ TRANSOM
FS 0 2� HEADER @ POCKET SLIDER w/ TRANSOM
00
q/A"=1. j)"
AND BOTTOM CHORDS
3/4"=V-0"
1/2 "=V-0"
1/2"=V-0"
ALONG W/ WEBBING)
TOP PLATE TRANSITION
1 Od x 3" COMM(
OPP. SIDE
v
TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's
(2) 2x COLUMN
fi4 TYPICAL BUILT-UP STUD COLUMN DETAIL
2 1/2" EDGE
3/4"= 1 1-01, 1-1/2"=V-0"
2x DBIL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3/8" SHEATHING PER PLAN
BEYOND INSTALLED VERTICALLY. ONAIL SHEATHING AT FRAME WALL BOTTOM PLATE
(D AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING
7.z-@ u- z
— — — — — — w o (1) ROW OF 8d COMMON NAILS @ 3" O.C.
0 _j W= NAIL SPACING
— — — — — – w – -11- 01, 9cd 01, 90
z
C)
co
ni ITCInC: /)\ ') A'
A a
c(
EDGE DISTANCE
PER V&AIL
--74—
INSIDE PLY NAILS NAILED AT 8" O/C
STAGGERED, OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's
(3+) 2x COLUMN
ROOF SHEATHING,
jjj I-VAIL M I I Ur- r -LM I F_ U011NU kZ-) r-\kJVV\D Ur- OU �,UIVIIVIUIN
�q4 �, �,, -2 ��4 "IS? �_, FASTEN PER PLAN
U_ T q"c) 0 ROOF SHEATHING, 0
NAILS @ 3" O.C. FASTEN PER PLAN
< [-- U) 1/2" / �A / / U))� �u U�� .%
Lu w 1/2"
—7 O_ T 0 Q NAIL OPENING PERIMETER W1 (2) ROWS OF 8d
_11— L D_ Cf) Z OA_ 19 op
_1 rr__ 0� u- cl) ox/
COMMON NAILS @ 3" O.C.
0 w
WALL SHEATHING
SPLICE, SEE SPLICE NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL 2x4 FRAMING @ 24"
EDGES 6" O.C. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" O.C. MAX.
DETAIL. MAX 1/8" '1 O.C. MAX.
OPENING Lu STAGGER ALL VERT, PANEL JOINTS & NAIL VV/ 8d PROVIDE (4) 10d x 3"
SPACE BETWEEN Lu DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS
uj COMMON NAILS @ 3" O.C. NAILS AT JOINT
PANELS U)
5_ @ 4" O.C. PROVIDE (4)10d x3"
U) U) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING
3 PER -ENG TRUSSES NAILS AT JOINT
_j w HEADER W/ 8d COMMON NAILS @ 3" O.C� (2) ROWS @ 2x SCAB w/ 1 Od NAILS
TYP. Z) 0 STUD PER PLAN f
rAAROUND 2x STUDS BEYOND, u- 0 TOP & BOTTOM @ 4" O.C.
C
OPE _j SHEATHING SPLICE, TRUSS CONNECTIO PER -ENG TRUSSES
0 < u- VERTICAL MEMBER IF GABLE END PER PLAN 2x FASCIA PER PLAN 2x FASCIA
OPENING SEE PLAN FOR MORE w U- (D (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR N
INFO �- 0 SHEATHING &
T _71— — _T1_
r
Lu f=
w a:
co
-2
CMU WALL PER PLAN (2) 8d TOE NAILS TO
m
>- 0
JOINT, MAX. 1/8" GAP
LEDGER
U) <
11� I --
SEE TRUSS PLAN FOR
2x4 PT LEDGER W/
W
07-
0 [---
NAILING PER
1/4" x4" TAPCONS @ 12"
i
�_ 0
I— ILJILL
I
co
0 LL
(/) 00
_111--i
. =U _IL
0
C\j
A_
FLOOR SYSTEM
EACH END
0
--
— — — — — — —
Nil
U-
CUT TO FIT \
2x BOTTOM PLATE
+ +
....... X' X' ......
01 OPENING SIZE
----(D--/
01 BEYOND SEE PLAN
12d NAILS @ EACH END
SCREWS @ 16" O.C.
2x12 BOX HDR w/ 2x8's
SHEATHING DIAGRAM
REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS
x x x
AR)� EXTERIOR SHEATHING SCHEDULE
MAX.;
k 1
3/4"=11_011
2x4 #2 SYP CONT. w/ (2)
BLOCKING GYPSUM WALLBOARD
ROOF SHEATHING,
CONNECTION +,/ -1
CMU WALL PER PLAN (2) 8d TOE NAILS TO
TRUSS CONNECTION
(2) 8d TOENAILS
JOINT, MAX. 1/8" GAP
LEDGER
PER PLAN
TO LEDGER
SEE TRUSS PLAN FOR
2x4 PT LEDGER W/
BLOCKING @ 24" O.C.
2x4 LEDGER W/ (2) 16d
NAILING PER
1/4" x4" TAPCONS @ 12"
2x FRAME WALL PER
NAILS @ 16" O.C.
SCHEDULE
i _v\1 O.C.
PLAN
ATTACHMENT BY
2x4 BLOCKING PLACED
SEE ELEV. FOR
SEE ELEV. FOR
FLATWISE (2) 16d
O.H. SIZE
EACH END
O.H. SIZE
NAILS EACH END SHEATHING SPLICE DETAIL
CONDITION @ CMU WALL
F1 TYPICAL SCAB OVERHANG
CONDITION @
FRAME WALL
NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF
+ +
....... X' X' ......
NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE
@ EACH STUD
12d NAILS @ EACH END
SCREWS @ 16" O.C.
2x12 BOX HDR w/ 2x8's
REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS
x x x
3/4"=11_011
MAX.;
OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS
SEE
ROOF SHEATHING,
CONNECTION +,/ -1
+ +
2x4 #2 SPF
uj 0)
PLAN
NAIL PER PLAN
(2) 2x BUILT-UP COL.
BEAM INTO LONG SPAN AS INDICATED ON BEAM
SEE TRUSS PLAN FOR
SEE TRUSS PLAN FOR
BLOCKING @ 24" O.C.
Ld
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN
DOUBLE TOP PLATE
2x8 w/ (2) 1 Od NAILS @
SIMPS. SIDS SCREWS @
MORE INFO &
MORE INFO &
w/ (2) 16d END NAILS
ATTACHMENT BY
16" O.C. MAX.,
�� HEADER@ POCKET SLID
CONNECTION
CONNECTION
EACH END
TO GABLE END STUDS w/
SIMPSON SP4 OR SP2
2x BLOCKING W/ (2)
(2) 2x TOP PLATE
(2) 1/4" X 3%." SIMPS. SIDS
+ +
....... X' X' ......
PT POST PER PLAN
@ EACH STUD
12d NAILS @ EACH END
SCREWS @ 16" O.C.
2x12 BOX HDR w/ 2x8's
+
x x x
MAX.;
LAP BEAM PLYS AND
TOP & BOT., 2x8 TO
2x4 #2 SYP CONT. w/ (2)
2x8 #2 SPF VERTICAL
TO MASONRY wl 2x6 PT
PRE-ENGINEERED
NAIL AS SHOWN (5) 1 Od
SIMPSON LSTA30 W/
2x12 w/ 10d X 3" NAILS
SYP #2 LEDGER w/ (2)
@ 24" O.C. w/ EXT.
2x4 #2 SPF
ROOFTRUSS-SEE
MEMBER, TYP. (MAX.
(22) 10d NAILS (ALL
z
@ 6" O.C. 2x12 AT
24" O.C.). IF MASONRY,
SHEATHING PER
BLOCKING @ 24" O.C.
FRAMING PLAN FOR
12" O�C.
CORNER CONDITIONS
1:2)
WALL TO PRECAST
w/ MIN. 2"EMBED. @
NAILING SCHEDULE &
w/ (2) 16d END NAILS
SPACING
EXTERIOR SHEATHING
STRAP AROUND
SIMPSON H3 CLIP
LINTEL wl (2)ROWS OF
++ ++, (4) 12d NAILS EACH
EACH END
SEE PLAN FOR
NAIL PER PLAN
TALLER STUD)
w
w
U)
1/4" x 4" TAPCONS @
2x4 #2 SYP P.T. @ EA.1
TRUSS MEMBER
2x4 SYP #2 LEDGER.
CONNECTION
(4) 10d NAILS FOR
a)
16" O.C. MAX.
TRUSS w/ (4) 12d NAI LS
2x8 w/ (2) 1 Od NAILS @
- 1\1 I I
x x
WALL OR TRUSS, SEE
PT POST PER PLAN
(2) 1/4" X 41%?" SIMPS. 7
STAGGERED
INTO TRUSS & (3) 12d
EACH VERTICAL
x x
2x BRG WALL, SEE
SIDS SCREWS @ 16"
MEMBERS ONLY
TOENAILS INTO OTHER
PLAN
SEE WALL CLIP DETAIL
PLAN FOR STUD SIZE &
TRANSOM BETWEEN
TRUSS
TRANSOM BETWEEN
FOR MORE INFO
SPACING. MIN (2) 2x
0;
NUT SET IN ADHESIVE
SEE FLOOR PLAN FOR
LINTELS
LINTELS
_rrrr
UNDER GIRDER TRUSS
SIDS SCREWS @ 16"
MORE BRG. WALL INFO
LINTEL PER PLAN SLOPE AS REQ'D
LINTEL PER PLAN
SLOPE AS REQ'D
LINTEL PER PLAN
U.N.O.
COMMUNITY SPECS
2x6 #2 SYP P.T. CONT.
TO MASONRY w/ 2x4, PT
2x6 #2 SYP P.T. CONT.
2x4 SYP #2 OR
4
PLAN FOR ADDITIONAL
SYP #2 LEDGER W1 1/4"
wl (2) 1/4" x 3 1/2"
PRE-ENGINEERED
0- w/ (2) 1/4" x 3 1/2"
2x BLOCKING
x 2 3/4" TAPCONS @ 12"
ROOF TRUSSES @ 24"
TAPCONS @ 12" O.C.
Z L)
0 0 co
w z
TAPGONS @ 12" O.C.
O.C.
SIMPSON LSTA24 EACH
O.C. MAX
(2) 2x TOP PLATE
SIDE VIEW @ BASE OF POST
SPACED EVENLY
SIMPSON H3 CLIP
SPACED EVENLY
DESIGNED FOR
STUD
2x8 TO UNDER SIDE OF
ATTACH 2x TO
VERTICALLY
SHINGLE ONLY
VERTICALLY
(CDO CORNER COLUMN FRAMING
2x BRG WALL, SEE
PRE -ENG. ROOF
BUILT-UP W/ (2)
2x6
PLAN FOR STUD SIZ , E 2:
TRUSS PER PLAN
ROWS OF 10d NAILS
w 11 <
04
2x8 w/ (2) 1 Od NAILS @
2x8 w/ (2) 1 Od NAILS @
LLJ
SPACING. MIN (2) 2x
STAGGERED @ 8" O..C.
POCKET SGD 3" O.C. TO EA. 2x6
POCKET SGD
EACH VERTICAL
POCKET SGID
UNDER GIRDER TRUSS
SEE PLAN FOR
ATTACHMENT BY VERTICAL
ATTACHMENT BY
ATTACHMENT BY
U.N.O.
CONNECTION
Lu
BUILDER
BUILDER
(4) 12d NAILS EACH
BUILDER
fiF 1 SECTION @ DOUBLE BEARING
fiFfk STEP (a).
—
BEARING FRAME WALL
HEADER @ POCKET SLIDER w/ TRANSOM
FS 0 2� HEADER @ POCKET SLIDER w/ TRANSOM
('�S�O3 HEADER @ POCKET SLIDER
q/A"=1. j)"
AND BOTTOM CHORDS
3/4"=V-0"
1/2 "=V-0"
1/2"=V-0"
ALONG W/ WEBBING)
3/4"=1 1-011
LEDGER @ LOW ROOF
SEE TRUSS PLAN FOR
MORE INFO & ix +/v
CONNECTION +,/ -1
+ +
CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN
uj 0)
@ 24" O.C. w/ EXT.
2x6 SYP #2 LEDGER. TO
SHEATHING PER
BEAM INTO LONG SPAN AS INDICATED ON BEAM
NAILING SCHEDULE &
STUDS w/ (2) 1/4" X 41/2"
Ld
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN
2x8 w/ (2) 1 Od NAILS @
SIMPS. SIDS SCREWS @
EACH VERTICAL
STRAP IS NOT REQUIRED.
ATTACHMENT BY
16" O.C. MAX.,
�� HEADER@ POCKET SLID
FASTEN PER PLAN
TO GABLE END STUDS w/
EXTERIOR WALL/TRUSS
(2) 1/4" X 3%." SIMPS. SIDS
EXT. BEAM PER PLAN
PT POST PER PLAN
SCREWS @ 16" O.C.
MAX.;
LAP BEAM PLYS AND
2x4 #2 SYP CONT. w/ (2)
TO MASONRY wl 2x6 PT
NAIL AS SHOWN (5) 1 Od
SYP #2 LEDGER w/ (2)
NAILS PER PLY
MEMBER, TYP. (MAX.
1/4" x 2 3/4" TAPCONS AT
24" O.C.). IF MASONRY,
EXT. BEAM PER PLAN
o
ce)
12
12" O�C.
1:2)
w/ MIN. 2"EMBED. @
�SEE PLAN
� i �i:�
u �b
HTS20 CLIP FROM
SIMPSON H3 CLIP
POST TO BEAM
TRUSS PER PLAN
SHEATHING PER PLAN
PLAN VIEW @ TOP OF POST
2x4 SYP #2 LEDGER.
(4) 10d NAILS FOR
a)
TO STUDS OR BEAM w/
o
WALL OR TRUSS, SEE
PT POST PER PLAN
(2) 1/4" X 41%?" SIMPS. 7
CONV. FRAMED
ABU POST BASE PER
SIDS SCREWS @ 16"
MEMBERS ONLY
PLAN
O.C. MAX.;
5/8" THREADED ROD W/
END STUDS
TO GABLE END STUDS
0;
NUT SET IN ADHESIVE
wl (2) 1/4" X 31/2" SIMPS.
4'-0" MAX.
_rrrr
SIDS SCREWS @ 16"
FASCIA PER
O.C. MAX.;
<
COMMUNITY SPECS
SEE FOUNDATION
TO MASONRY w/ 2x4, PT
— 0,�
0 (6 , — 'c' -
LU 0 LU E
2x4 SYP #2 OR
4
PLAN FOR ADDITIONAL
SYP #2 LEDGER W1 1/4"
PRE-ENGINEERED
INFO
x 2 3/4" TAPCONS @ 12"
ROOF TRUSSES @ 24"
Z L)
0 0 co
w z
O.C.
O.C. MAX
F - —
z w 0
< 0
SIDE VIEW @ BASE OF POST
SIMPSON H3 CLIP
_j
DESIGNED FOR
2x8 TO UNDER SIDE OF
L.- w w 0
Z in �- z E
Z < <wzo
SHINGLE ONLY
ROOF SHEATHING
(CDO CORNER COLUMN FRAMING
ce
(SD�01 TYPICAL SHED ROOF DETAIL
3/4"=1 1-011
LEDGER @ LOW ROOF
SEE TRUSS PLAN FOR
1/2"=V-011
10d x 3"
10d x 3" OPP. SIDE
kNCE PER
z
0
F_
ry
W
III
MORE INFO & ix +/v
CONNECTION +,/ -1
+ +
2x8 #2 SPF VERTICAL
uj 0)
@ 24" O.C. w/ EXT.
LINTEL PER PLAN
SHEATHING PER
NAILING SCHEDULE &
(4) 12d NAILS EACH
Ld
TRUSS MEMBER
2x8 w/ (2) 1 Od NAILS @
z 0— le 6
EACH VERTICAL
POCKET SGID
ATTACHMENT BY
BUILDER
�� HEADER@ POCKET SLID
1/2"=V-011
10d x 3"
10d x 3" OPP. SIDE
kNCE PER
z
0
F_
ry
W
III
C:D
uj 0)
Ld
z 0— le 6
Z, _j Z
. %
Am, < b
ROOF SHEATHING,
u
0
FASTEN PER PLAN
To uj <
uj
0: Z
0 0, 'j: z
Z <
0
in LL
2x4 #2 SYP CONT. w/ (2)
16d COMMON NAILS
EA. STUD OR TRUSS
0
MEMBER, TYP. (MAX.
24" O.C.). IF MASONRY,
o
ce)
USE (2) 1/4" TAPCONS
1:2)
w/ MIN. 2"EMBED. @
� i �i:�
u �b
24" O,C.
0 z
u 0
TRUSS PER PLAN
a)
WOOD/MASONRY
o
WALL OR TRUSS, SEE
0
PLAN (TRUSS SHOWN)
U)
z
<
U) 0
LLj - Ip C:)
— 0,�
0 (6 , — 'c' -
LU 0 LU E
uj
C.6 z �_
F- C/) _j 8
<Z
2
Z L)
0 0 co
w z
F - —
z w 0
< 0
_j
o tao : s
2x8 TO UNDER SIDE OF
L.- w w 0
Z in �- z E
Z < <wzo
ROOF SHEATHING
ce
LL 3: 0
0 0� 0
c\1
uj
w 11 <
04
LLJ
LL
z 00
2x8 #2 SPF VERTICAL
z
0
@ 24" O.C. w/ EXT.
w
SHEATHING PER
NAILING SCHEDULE &
Lu
(4) 12d NAILS EACH
LL1
TRUSS MEMBER (TOP
r
AND BOTTOM CHORDS
U)
ALONG W/ WEBBING)
2x8 wl (2) 1 Od NAILS @
EACH VERTICAL
R
w
2
N
z
00
�— M
z �_
Z 0
0 c)
cl) Lo Lu
LID
0
C14 0
0 0
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Z
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0 <ox
STRUCTURALENG:
DRAFTING:
-STRUCT: TW
QC CHECK: MB
JOB No. TM - 2153124
SCALE: AS INDICATED
DATE: 09.15.2016
SD4
RECORD COPY
#16-2685
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