408 Red Rose Ln 16-3123 (a)THORNBROOKE 50's
COMMUNITY SPECIFIC
D A
STANDARD SPECIFICATIONS REDr�mw NOTES
MONOLITHIC FOOTING5, ALUMINUM OVER 2x& 5UE3-FA5C1A,
5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER
HEATER, 150 AMP. 5ERVICE, PAVER DRIVEWAY, PAVER
LEAD WALK5, PAVER ENTRY, ACRYLIC LANAI,
GENERAL CON5TRUCTION NOTE5:
CHAPTERS AND SECTIONS REFER TO F.5.G.R. - 5TH EDITION (2014)
NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55
ARE TO BE CONSIDERED "NOMINAL DIMENSIONS"
OCCUPANCY AND CON5TRUCTION TYPE:
TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION,
LOT 28 THORNBROOKE 50 S CEILING CON5TRUCTION:
1. THE GARAGE SHALL BE SEPARATED FROM THE RE51DENCE AND ITS ATTIC AREA BY NOT LE55 THAN 112 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GAR46.
BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/0 INCH (15.9 mm) TYPE 'X` GYPSUM BOARD OR EQUIVALENT. WH
o)nl;i; THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 112 INCH (12.1 mm) GYPSUM 150�
qT,Ar\lTr)Nl OR EQUIVALENT IN ACCORDANCE WITH FB,C.R. - 5TH EDITION (2014) R-102,35.
tA I tX1L)N IINI�)Ht,):
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R]03�o] AND A5TM C 1063. ALL LATH AND LATH
ATTACHMENTS SHALL BE OF CORRO51ON-RE615TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 NO
HEAD, OR 1/a INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN & INCHES, OR AS OTHERW15E APPROVED. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO
PER F.B.CR - 5TH EDITION (2014) R103.6,2 AND A5TM C �26. PER F.B.C.R. 5TH EDITION (2014) R103.6.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE
CORRO510N-RE56TANT WEEP 5CREED OR PLASTIC WEEP 5CREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PL/
ELEV. FC FRENCH COUNTRY LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHE5 ABOVE THE EARTH OR 2 INCHES A50VE PAA
AREAS. THE WEATHER RE515TANT BARRIER 5HALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH 5HALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEF
5CREED. PER F,B,C;,R. 5TH EDITION (2014) R-103.6.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASE[) SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEA
BARRIER EQUIVALENT TO 2 LAYERS OF GRADE 1) PAPER. STUCCO APPLICATION AND CURING PER F,BG.R. 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH A5TM G �26.
GARAGE LEFT 5TUCCO CONTROL JOINT&
STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-0(o (1.11.4.1 THRU 1,11.4,4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F, AND DELINEATE AREAS I
MORE THAT 100 6F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED lb FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2
TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL C
10=06-16 CREATED LOT 6PECIFIC PLAN FOR LOT 2E IN
THORN15ROOKE 50'5, ELEVATION "FC - FRENCH
COUNTRY", GARAGE LEFT W/ PLAN OPTION5
INCLUDING: (5) CEILING FAN PRE -WIRE, TRAY
CEILING AT MA5TER 5UITE, NICHE5 AT FOYER,
12 FT. POCKET 6LIDER AT FAMILY ROOM,
FRONT DOOR GLA55 IN5ERT, OPTIONAL
M45TER 5ATH, 0 RECE66ED CAN LIGHT5,
UNDER CA51NET LIGHTING AND VENT HOCD TO
OUT51DE.
D1 AN PP\/TqTr)Klq
PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS,
EGRE66:
I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM
/NOMMU'. LICIr.1-IT M AA11 AMn\jC MlIaL ZI rV)Q I IKIM M TLAT 0ACTIrIll AD Cnl)M I
FLA&ILING:
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 AROI
ROOF OPENINGS.
2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR
PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, APPROVED
CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103'a,
WINDOW IN5TALLATION:
1, WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE
DRAWINGINDEX PROVIDED BY THE MANUFACTURER FOR EACH WINDOW,
DWELLING / GARAGE OPENING6:
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNE55,50LIE) CORE (S.C.) OR HONEYCOMB
COV - GENERAL NOTES, INDEX, SPECIFICATIONS CORE STEEL DOORS NOT LE55 THAN 13/6" THICK OR 20 MINUTE FIRE RATED DOOR6 EQUIPPED WITH A 5ELF-CL05ING DEVICE.
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DAVIS BEWS
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DESIGN GROVP
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150 STATE STREET EAST
OLDMIAR, FLORMA 34677
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813. 925.1800 FAX
WWWIDAVISBEWS.COM
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FLA&ILING:
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 AROI
ROOF OPENINGS.
2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR
PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, APPROVED
CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103'a,
WINDOW IN5TALLATION:
1, WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE
DRAWINGINDEX PROVIDED BY THE MANUFACTURER FOR EACH WINDOW,
DWELLING / GARAGE OPENING6:
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNE55,50LIE) CORE (S.C.) OR HONEYCOMB
COV - GENERAL NOTES, INDEX, SPECIFICATIONS CORE STEEL DOORS NOT LE55 THAN 13/6" THICK OR 20 MINUTE FIRE RATED DOOR6 EQUIPPED WITH A 5ELF-CL05ING DEVICE.
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1 - SLAB INTERFACE PLAN FLOOD ZONE REOUIREMENT5: t� M 0
PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. pff4 a z
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C) _j
2A1 - FLOOR PLAN NOTES A&PH4LT 5HINGLE5 (IF APPLICA13LE): -Z: _j
1. WIND RES15TANCE OF ASPHALT SHINGLES. - ASPHALT 6HINGILE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5.2.6 AND RW5.2.6,1. CD U_
2A2 - FLOOR PLAN DIMENSIONS 2. 45PHALT 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 VERTIC4 IIII,
12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VE RTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE Ii
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A5TM D 4a&�, TYPE 11 OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1, FOP, ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONT,
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3A1 - FRONT ELEVATION (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH 45TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A6TM D 615115 REQUIRE[) IN ACCORDANCE WITH SECT*
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R105,2.1.
3A2 SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION Uj :uj
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CLAY AND CONCRETE TILE (IF APPLICA15LE): %
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THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.5,C,R, 5TH EDITION (2014) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, IF, %
3A3 FLASHING DETAILS RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WINE) CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VA60 15 DETERMINE[) IN ACCORDANCE WI
SECTION R301,213 OR THE RECOMMENDATIONS OF RAS Ila, ll� OR 120. REQUIRED UNDERLAYMENT PER F -5 -CR, - 5TH EDITION (2014) R�053,3 SHALL CONFORM WITH A5TM D 226, T�
3A4 - FLASHING DETAILS 11; A5TM D 2626, TYPE 11; OR A5TM 1) 1�10 OR A5TM D 6300, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRIFLORIDA I
WINE) CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE vAsD 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 OF, THE RECOMMENDATIO
4 - ELECTRICAL PLAN, OF RAS Ila, 119 OR 120, 0
CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE):
1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE N5TALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST 1
T-0" HIGHER THAN THE ROOF OR RIDGE THAT 15 10'-0" AWAY OR CLOSER
TUB AND 5HOWER AREA5:
1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM Cl2aa, C1325, OR C111a AND INSTALLED IN ACCORDANCE WIT,
RECORD COPY MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKER5 FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS.
TERMITE PROTECTION:
1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 6LA5-ON-GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS, IF 501L
TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB U51NG
NON-CORRO61VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE,
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER6 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE 0
REVIEWED POR CODE COMPLIANCE LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE
REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF,
��NS EXAMINER
MECHANICAL AND HVAC:
DATE 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF
APPLICATION FOR PERMIT.
SANFORD BUILDING DIVISION 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCE
OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICE), REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHE
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A (162 mm) DEEP AND 30 INCHE5 (162 mtn) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE.
LICENSE TO PROCEED WITH THE WORK AND NOT AS 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL6 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0A
AUTHORITY To VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 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 00
THE BUILDING OFFICIAL FROM THEREAFTER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
REQUIRING A CORRECTION OF ERRORS IN PLANS, 0
CONSTRUCTION OR VIOLATIONS OF THIS CODE 5. AUXILIARY DRAIN PAN, CATEGORY IVCONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL r*4
OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVI51ON5 OF
COMPACTION TEST SECTIONS M1411.3.
REQUIRED EXHAU5T FAN5 AND VENTING: >=
Results to be Verified 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGE) TO THE OUTDOOR6. AIR SHALL NOT BE EXHAU5TED INTO AN ATT
at Slab Inspection 6OFFIT, RIDGE VENT OR CRAWL SPACE. 0
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOM5 SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIREC1
TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE E31JILDING.
/NO 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. D
MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCE[) 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.1� RAD) BENI) AND 5 FEET (1524 mm) FOR EACH W DEGREE (1.6 RAD) BEND. THE U
SANFORD MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER PAN 15 INSTALLED AND 1_16TED AND
Al� LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN5MON DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005'
PAR FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYE
16 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "TH15 DRY
# 16 3 1 3 EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5006TER FAN,` 2055
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATION$ IN ACCORDANCE WITH AMCA STANDARD 550 IN 1`13C.
ATTENTION GENERAL CONTRACTOR / BUILDER: TI TLE
155UANCE OF PLANS FROM TH15 DRAFTER5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON5151LITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO COVER SHEET
APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMEN51ON5, OR ADHERENCE TO APPLICABLE BUILE GENERAL NOTES
CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY
REV15ION5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL
FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE,
REV. 10-14-2015
11
I
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(D Z11
11
DAVIS BEWS
DESIGN GROVP
150 STATE STREET EAST
OLDMIAR, FLORMA 34677
813. 925.1300 TEL
813. 925.1800 FAX
WWWIDAVISBEWS.COM
TAMPA * E>Er4\/ER_
EST, 1994 e- --
Ed
a:
CV)
CCD IV
C= lac 00
C%j :E
1 - SLAB INTERFACE PLAN FLOOD ZONE REOUIREMENT5: t� M 0
PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. pff4 a z
LU L)
C) _j
2A1 - FLOOR PLAN NOTES A&PH4LT 5HINGLE5 (IF APPLICA13LE): -Z: _j
1. WIND RES15TANCE OF ASPHALT SHINGLES. - ASPHALT 6HINGILE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5.2.6 AND RW5.2.6,1. CD U_
2A2 - FLOOR PLAN DIMENSIONS 2. 45PHALT 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 VERTIC4 IIII,
12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VE RTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE Ii
Ln NN
A5TM D 4a&�, TYPE 11 OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1, FOP, ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONT,
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3A1 - FRONT ELEVATION (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH 45TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A6TM D 615115 REQUIRE[) IN ACCORDANCE WITH SECT*
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R105,2.1.
3A2 SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION Uj :uj
00 C;
CLAY AND CONCRETE TILE (IF APPLICA15LE): %
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THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.5,C,R, 5TH EDITION (2014) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, IF, %
3A3 FLASHING DETAILS RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WINE) CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VA60 15 DETERMINE[) IN ACCORDANCE WI
SECTION R301,213 OR THE RECOMMENDATIONS OF RAS Ila, ll� OR 120. REQUIRED UNDERLAYMENT PER F -5 -CR, - 5TH EDITION (2014) R�053,3 SHALL CONFORM WITH A5TM D 226, T�
3A4 - FLASHING DETAILS 11; A5TM D 2626, TYPE 11; OR A5TM 1) 1�10 OR A5TM D 6300, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRIFLORIDA I
WINE) CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE vAsD 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 OF, THE RECOMMENDATIO
4 - ELECTRICAL PLAN, OF RAS Ila, 119 OR 120, 0
CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE):
1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE N5TALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST 1
T-0" HIGHER THAN THE ROOF OR RIDGE THAT 15 10'-0" AWAY OR CLOSER
TUB AND 5HOWER AREA5:
1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM Cl2aa, C1325, OR C111a AND INSTALLED IN ACCORDANCE WIT,
RECORD COPY MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKER5 FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS.
TERMITE PROTECTION:
1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 6LA5-ON-GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS, IF 501L
TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB U51NG
NON-CORRO61VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE,
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER6 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE 0
REVIEWED POR CODE COMPLIANCE LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE
REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF,
��NS EXAMINER
MECHANICAL AND HVAC:
DATE 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF
APPLICATION FOR PERMIT.
SANFORD BUILDING DIVISION 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCE
OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICE), REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHE
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A (162 mm) DEEP AND 30 INCHE5 (162 mtn) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE.
LICENSE TO PROCEED WITH THE WORK AND NOT AS 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL6 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0A
AUTHORITY To VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 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 00
THE BUILDING OFFICIAL FROM THEREAFTER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
REQUIRING A CORRECTION OF ERRORS IN PLANS, 0
CONSTRUCTION OR VIOLATIONS OF THIS CODE 5. AUXILIARY DRAIN PAN, CATEGORY IVCONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL r*4
OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVI51ON5 OF
COMPACTION TEST SECTIONS M1411.3.
REQUIRED EXHAU5T FAN5 AND VENTING: >=
Results to be Verified 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGE) TO THE OUTDOOR6. AIR SHALL NOT BE EXHAU5TED INTO AN ATT
at Slab Inspection 6OFFIT, RIDGE VENT OR CRAWL SPACE. 0
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOM5 SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIREC1
TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE E31JILDING.
/NO 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. D
MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCE[) 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.1� RAD) BENI) AND 5 FEET (1524 mm) FOR EACH W DEGREE (1.6 RAD) BEND. THE U
SANFORD MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER PAN 15 INSTALLED AND 1_16TED AND
Al� LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN5MON DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005'
PAR FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYE
16 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "TH15 DRY
# 16 3 1 3 EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5006TER FAN,` 2055
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATION$ IN ACCORDANCE WITH AMCA STANDARD 550 IN 1`13C.
ATTENTION GENERAL CONTRACTOR / BUILDER: TI TLE
155UANCE OF PLANS FROM TH15 DRAFTER5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON5151LITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO COVER SHEET
APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMEN51ON5, OR ADHERENCE TO APPLICABLE BUILE GENERAL NOTES
CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY
REV15ION5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL
FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE,
REV. 10-14-2015
46-oll
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DAVIS BEWS
DESIGN GROVP
x
150 STATE STPLEET FAST
OLDSMA& FLOIUDA 34677
813. 925.1300 TEL
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- — — — — — — — — — — — — — — — — — — — — — — — — —
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I AT V-0" AFF.
F104 FLAT GLG. 22'-O"x8'-O"
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9'-4" FLAT GLG. ON LANAI LANAI
I AT V-0" AFF.
F104 FLAT GLG. 22'-O"x8'-O"
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91-4
F -JOB NUMBER 26002,234
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F -JOB NUMBER 26002,234
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2A
DAVIS BEWS
DESIGN GROVP
150 STATE STREET EAST
OLDSMA& FLORMA 34677
813 . 925 .1300 TEL
813 . 925 .1800 FAX
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• JOB NUMBER 26002.234
CAD FILE NAME LOT 28
ISSUED 10-06-16
REMISED
DAVIS BEWS
DESIGN GROW
150 STATE STREET EAST
OLDSMAR, MORIDA 34677
81.3. 925. 1300 TEL
813. 925.1800 FAX
W W W.DAVISBEWS.COM
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• SHEET •
DAVIS BEWS
DESIGN GROW
150 STATE STREET EAST
OLDSMAR, MORIDA 34677
81.3. 925. 1300 TEL
813. 925.1800 FAX
W W W.DAVISBEWS.COM
TAMPA • DENVER
--_�) EST. 1994 -
FLOOR PLAN DIMENSIONS
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• TITLE •
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11/2" THICK
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MINIMUM OF 24 INCHE5 ABOVE THE FIN15HED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
5ECTION5 OF WNIDOW5 5HALL NOT PERMIT OPENING5 THAT
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JOB NUMBER 26002.234
CAD FILE NAME LOT 28
ISSUED 10-06-16
REVISED
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DAVIS BEWS
DESIGN GROVP
150 STATE STR= FAST
OLDSMAR, FLORMA 34677
813 . 925 .1300 TEL
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DAVIS BEWS
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150 STATE STR= FAST
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------- --------------- 7 -------------------------- -
L- - - - - - - - - - - - - - - - - - - - - - - - - -
ROOF
VENT REQUIREMENTS
VENJIL"ATION CALCULATIONS
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RECE65 IN TRU55E5 FOR
TRAY CLG. BELOW (TYP.) HALF AT UPPER 2/3 ROOF VENTS = 657.12 SQ. IN.
# UPPER 2/3 ROOF VENTS REQUIRED = 5
HALF AT LOW SOFFIT / EAVE VENTS = 657.12 SQ. IN.
Lu ACTUAL SOFFIT VENTILATION 620.80 SQ, IN.
1v
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A ^AA
VENT CALCULATIONS BASED ON THE FOLLOWING
* 144 SQ, IN. PER 4 FOOT OFF RIDGE VENT
* 9.7 SQ, IN. PER LINEAR FOOT OF SOFFIT VENT
G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS
REQUIRED, PER MANUFACTUREWS SPECIFICATIONS
OF NET FREE AREA PER VENT.
KNEE
11/2" THICK
5AND FIN15H
KEY5TONE
(IF APPLICABLE)
RA15ED
5AND FIN15H
TEXTURED BANDING
lN5TALLATION OF EXTERIOR LATHING AND FRAMING
APPLICATION REQUIREMENT5 To BE PER F.B.CR. - 5TH
3/411 EDITION (2014) R103.6,1 AND A5TM C 1063.
THICK THICKNE55 OF TEXTURE[) FIN15H OVER FRAME
APPLICATION TO BE PER F.B.C.P, - 5TH EDITION (2014)
R103,62 AND A5TM C 926.
TYP. CROSS-SECTION OF RAISED
TEXTURED FINISH BANDING AND
OR SAND FINISH KEYSTONE
5CALE: 3" - 4"
u 1/1
c� f:E!
ROOF PLAN.
5CALE: 1/8" : I'-011
CLEAR OPENING HEIGHT5
IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE
WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE
FIN15PED GRADE OR 5URFACE BELOW, THE LOWE5T PART
OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A
MINIMUM OF 24 INCHE5 ABOVE THE FIN15HED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT
ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE
5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE
FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R3122
WINDOW FALL PREVENTION DEvIGE5 AND WINDOW GUAIRD5,
WHERE PROVIDED, 5HALL COMPLY WITH THE
REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION
(2014) R312.2
(VERIFY W1 TRU55 MANUF.)
--I
SECTION AA
5CALE: Ilb" : '-011
5HINGLE
12 ROOF
I ROOF ROOF
ROO, 5TUCCO 12
T.O.M. T.O.M. F N16H
T.O.M.
T-011
2TEXTURED /TEXTURE[) _T
FIN15H FIN15H TYP,
RETUFN
TEMP. AT 61DE6
FIN16H FLOOR LINE_l — – — – — -- -- — – — – — – — – — – 4— FIN16H FLOOR LINE
\–GRADE LINE
(A55UMED) LEFT ELEVATION
5CALE: 1/6' - 14`
12
2
/5HINGLE 6
ROOF7
T.0,M. T.O.M. T.O.M.
TEXTURED
X FIN15H
FIN16H FLOOR LINE FiN15H FLOOR LINE
�_GRADE LINE
(A55UMED)
[%L�MN L:LL:VM I i"U'll
5CALE: I/V : V-011
T,o.M.
T.o.M.
/TEXTURED
FIN15H
FIN15H FLOOR LI�E . . . . . . ..
12
/5HINGLE
ROOF/
12
T.O.M.
/TEXTURED
FIN15H
--l—FIN15H FLOOR LINE
GRADE LINE
RIGHT ELEVATION �Auuurlrl..)/
WALL
4b
DAVIS BEWS
DESIGN GROVP
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lN5TALLATION OF EXTERIOR LATHING AND FRAMING
APPLICATION REQUIREMENT5 To BE PER F.B.CR. - 5TH
3/411 EDITION (2014) R103.6,1 AND A5TM C 1063.
THICK THICKNE55 OF TEXTURE[) FIN15H OVER FRAME
APPLICATION TO BE PER F.B.C.P, - 5TH EDITION (2014)
R103,62 AND A5TM C 926.
TYP. CROSS-SECTION OF RAISED
TEXTURED FINISH BANDING AND
OR SAND FINISH KEYSTONE
5CALE: 3" - 4"
u 1/1
c� f:E!
ROOF PLAN.
5CALE: 1/8" : I'-011
CLEAR OPENING HEIGHT5
IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE
WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE
FIN15PED GRADE OR 5URFACE BELOW, THE LOWE5T PART
OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A
MINIMUM OF 24 INCHE5 ABOVE THE FIN15HED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT
ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE
5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE
FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R3122
WINDOW FALL PREVENTION DEvIGE5 AND WINDOW GUAIRD5,
WHERE PROVIDED, 5HALL COMPLY WITH THE
REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION
(2014) R312.2
(VERIFY W1 TRU55 MANUF.)
--I
SECTION AA
5CALE: Ilb" : '-011
5HINGLE
12 ROOF
I ROOF ROOF
ROO, 5TUCCO 12
T.O.M. T.O.M. F N16H
T.O.M.
T-011
2TEXTURED /TEXTURE[) _T
FIN15H FIN15H TYP,
RETUFN
TEMP. AT 61DE6
FIN16H FLOOR LINE_l — – — – — -- -- — – — – — – — – — – 4— FIN16H FLOOR LINE
\–GRADE LINE
(A55UMED) LEFT ELEVATION
5CALE: 1/6' - 14`
12
2
/5HINGLE 6
ROOF7
T.0,M. T.O.M. T.O.M.
TEXTURED
X FIN15H
FIN16H FLOOR LINE FiN15H FLOOR LINE
�_GRADE LINE
(A55UMED)
[%L�MN L:LL:VM I i"U'll
5CALE: I/V : V-011
T,o.M.
T.o.M.
/TEXTURED
FIN15H
FIN15H FLOOR LI�E . . . . . . ..
12
/5HINGLE
ROOF/
12
T.O.M.
/TEXTURED
FIN15H
--l—FIN15H FLOOR LINE
GRADE LINE
RIGHT ELEVATION �Auuurlrl..)/
WALL
4b
DAVIS BEWS
DESIGN GROVP
L50 STATE STR= FAST
OLDSMAR, FLORMA 34677
813. 925.1300 TEL
813. 925.1800 FAX
WWWDAVISBEW&COM
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APPLICATION REQUIREMENT5 To BE PER F.B.CR. - 5TH
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THICK THICKNE55 OF TEXTURE[) FIN15H OVER FRAME
APPLICATION TO BE PER F.B.C.P, - 5TH EDITION (2014)
R103,62 AND A5TM C 926.
TYP. CROSS-SECTION OF RAISED
TEXTURED FINISH BANDING AND
OR SAND FINISH KEYSTONE
5CALE: 3" - 4"
u 1/1
c� f:E!
ROOF PLAN.
5CALE: 1/8" : I'-011
CLEAR OPENING HEIGHT5
IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE
WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE
FIN15PED GRADE OR 5URFACE BELOW, THE LOWE5T PART
OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A
MINIMUM OF 24 INCHE5 ABOVE THE FIN15HED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT
ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE
5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE
FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R3122
WINDOW FALL PREVENTION DEvIGE5 AND WINDOW GUAIRD5,
WHERE PROVIDED, 5HALL COMPLY WITH THE
REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION
(2014) R312.2
(VERIFY W1 TRU55 MANUF.)
--I
SECTION AA
5CALE: Ilb" : '-011
5HINGLE
12 ROOF
I ROOF ROOF
ROO, 5TUCCO 12
T.O.M. T.O.M. F N16H
T.O.M.
T-011
2TEXTURED /TEXTURE[) _T
FIN15H FIN15H TYP,
RETUFN
TEMP. AT 61DE6
FIN16H FLOOR LINE_l — – — – — -- -- — – — – — – — – — – 4— FIN16H FLOOR LINE
\–GRADE LINE
(A55UMED) LEFT ELEVATION
5CALE: 1/6' - 14`
12
2
/5HINGLE 6
ROOF7
T.0,M. T.O.M. T.O.M.
TEXTURED
X FIN15H
FIN16H FLOOR LINE FiN15H FLOOR LINE
�_GRADE LINE
(A55UMED)
[%L�MN L:LL:VM I i"U'll
5CALE: I/V : V-011
T,o.M.
T.o.M.
/TEXTURED
FIN15H
FIN15H FLOOR LI�E . . . . . . ..
12
/5HINGLE
ROOF/
12
T.O.M.
/TEXTURED
FIN15H
--l—FIN15H FLOOR LINE
GRADE LINE
RIGHT ELEVATION �Auuurlrl..)/
JOB NUMBER 26002.234
CAD FILE NAME LOT 28
ISSUED 10-06-16
REVISED
4b
DAVIS BEWS
DESIGN GROVP
L50 STATE STR= FAST
OLDSMAR, FLORMA 34677
813. 925.1300 TEL
813. 925.1800 FAX
WWWDAVISBEW&COM
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JOB NUMBER 26002.234
CAD FILE NAME LOT 28
ISSUED 10-06-16
REVISED
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SIDE ELEVATIONS
ROOF PLAN
BUILDING SECTION
DETAILS
SHEET
ELEVATION TIC - FRENCH COUNTRY 3A2
GARAGE LEFT
DAVIS BEWS
DESIGN GROVP
L50 STATE STR= FAST
OLDSMAR, FLORMA 34677
813. 925.1300 TEL
813. 925.1800 FAX
WWWDAVISBEW&COM
T,4JviPA - E>Er-4VER_
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SIDE ELEVATIONS
ROOF PLAN
BUILDING SECTION
DETAILS
SHEET
ELEVATION TIC - FRENCH COUNTRY 3A2
GARAGE LEFT
BUILDING WRAP TO GO OVER FLASHING I
FLASHING TO BE FLEXIBLE SELF
ADHESIVE TYPE (MIN 6" WIDE)
PRECAST LINTEL
TYPICAL FLASHING AT PRECAST
AND EXTERIOR SHEATHING
TIE-IN WITH WEATHER RESISTIVE BARRIER:
1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH
Aj-,, BRG. HGT.
�Iw
IM. DRIP EDGE
. FASCIA
JTED ALUM. SOFFIT
:-ATH & EXT. FINISH
NDOW FLASHING AS REQ'D
WINDOWTIRIM
L.
ADER
TYPICAL WINDOW AND SLIDING GLASS
DOOR "Z" FLASHING DETAIL
OPTION - A
FLASHING
WOODEN
SIDING
SILL PLATE
SEE NOTE #2
WALL SHEATHING
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
SILL PLATE
3. INSTALL SILL FLASHING AS SHOWN ABOVE
4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT
5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING
LAPS
TYPICAL FLASHING DETAIL AT SILL PLATE
15/32 O.S.B. SHEATHING
BUILDING WRAP BEYOND
PROVIDE SELF ADHERED Z A
FLASHING UNDER S.G.D. AS v RUBBER MEMBRANE BEYOND
SHOWN, PROVIDE 3" -11" BEAD OF
4 141111
CONST. ADHESIVE TO BE APPLIED CAULIK/SEALANT OR SOLDER
UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING
AND RETURN UP JAMB 6". USE AND DECK FLASHING.
LIQUID NAIL BRAND OR EQUAL EXTERIOR FINISH
WATER PROOF CAULKING PER BUILDER
Z
PROVIDE SELF ADHERED x
FLASHING
LAPPING DOWN OVER RIM JOIST
WAL
AND UP L BY 6" 7�H4 L WATERPROOF MEMBRANE
2X12 #2 SYP CONT LEDGER W/
(4) 1/4" X 4" LAG SCREWS
SPACED EVENLY @ 24" O.C. MAX
(EA. FLOOR TRUSS)
USP HTA20 STRAP
EA. JOIST
TEXTURED
CEMENT PLASTER
FINISH
TYPICAL DOOR FLASHING AT BALCONY
EXTERIOR SHEATHING
FOLD UP WEATHER
z�
RESISTIVE BARRIER &
TEMPORARILY SECURE
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WEATHER RESISTIVE
zz BARRIER
oll, -SILL PLATE 4`1 -
(SEE DETAIL B
FOR OPTIONS)
zx CORNER PATCH
FLASHING 4)
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
"Z
NECESSARY IN CORNERS RESISTIVE fS6A
THROUGH FLASHING BARRIER
WEATHER EXTERIOR
RESISTIVE SHEATHING
BARRIER
TAPE SILL PLATE
2
(ASSEMBLED FLASHING -\ &1
WINDOW) 2
IA-
FtrS-aIWG- DO NOT FLASH
OVER BOTTOM
NAILING FLANGE
HEAD FLASHING TIE-IN
INSTRUCTIONS:
NOTES:
1. CUT, FOLD UP & TEMPORARILY
SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
INSTALLATION SILL PLATE
2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
WEATHER RESISTIVE BARRIER
4. INSTALL FLASHING AND WEATHER RESISTIVE
3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
BARRIER BACK OVER HEAD
FLASHING AND SEAL WITH TAPE
TYPICAL WINDOW FLASHING DETAIL_
2X4'S @ 16" O.C. BRG EXT WALL
FLASHING TO FORM WATER SHEDDING LAPS
- ROOF MATERIAL PER
7/16" O.S.B. SHEATHING
2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO
ELEVATIONS WITH APPROVED
PER BUILDER
ALLOW FOR FLASHING INSTALLATION
UNDERLAYMENT (REFER TO
BOOT AT POSTS
COVER SHEET)
OUDWAR, FLORMA 34677
4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER
PRE-ENGINEERED ROOF
VVWW.E)AV1SBEWS.00M
7/16" O.S.B. SHEATHING
TRUSSES AT 24" O.C.
Z7
5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING
FLASHING.
AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE
- HURRICANE STRAP PER
ROOF FRAMING PLAN
L. Lm a Co jL
Aj-,, BRG. HGT.
�Iw
IM. DRIP EDGE
. FASCIA
JTED ALUM. SOFFIT
:-ATH & EXT. FINISH
NDOW FLASHING AS REQ'D
WINDOWTIRIM
L.
ADER
TYPICAL WINDOW AND SLIDING GLASS
DOOR "Z" FLASHING DETAIL
OPTION - A
FLASHING
WOODEN
SIDING
SILL PLATE
SEE NOTE #2
WALL SHEATHING
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
SILL PLATE
3. INSTALL SILL FLASHING AS SHOWN ABOVE
4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT
5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING
LAPS
TYPICAL FLASHING DETAIL AT SILL PLATE
15/32 O.S.B. SHEATHING
BUILDING WRAP BEYOND
PROVIDE SELF ADHERED Z A
FLASHING UNDER S.G.D. AS v RUBBER MEMBRANE BEYOND
SHOWN, PROVIDE 3" -11" BEAD OF
4 141111
CONST. ADHESIVE TO BE APPLIED CAULIK/SEALANT OR SOLDER
UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING
AND RETURN UP JAMB 6". USE AND DECK FLASHING.
LIQUID NAIL BRAND OR EQUAL EXTERIOR FINISH
WATER PROOF CAULKING PER BUILDER
Z
PROVIDE SELF ADHERED x
FLASHING
LAPPING DOWN OVER RIM JOIST
WAL
AND UP L BY 6" 7�H4 L WATERPROOF MEMBRANE
2X12 #2 SYP CONT LEDGER W/
(4) 1/4" X 4" LAG SCREWS
SPACED EVENLY @ 24" O.C. MAX
(EA. FLOOR TRUSS)
USP HTA20 STRAP
EA. JOIST
TEXTURED
CEMENT PLASTER
FINISH
TYPICAL DOOR FLASHING AT BALCONY
EXTERIOR SHEATHING
FOLD UP WEATHER
z�
RESISTIVE BARRIER &
TEMPORARILY SECURE
,Ole
WEATHER RESISTIVE
zz BARRIER
oll, -SILL PLATE 4`1 -
(SEE DETAIL B
FOR OPTIONS)
zx CORNER PATCH
FLASHING 4)
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
"Z
NECESSARY IN CORNERS RESISTIVE fS6A
THROUGH FLASHING BARRIER
WEATHER EXTERIOR
RESISTIVE SHEATHING
BARRIER
TAPE SILL PLATE
2
(ASSEMBLED FLASHING -\ &1
WINDOW) 2
IA-
FtrS-aIWG- DO NOT FLASH
OVER BOTTOM
NAILING FLANGE
HEAD FLASHING TIE-IN
INSTRUCTIONS:
NOTES:
1. CUT, FOLD UP & TEMPORARILY
SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
INSTALLATION SILL PLATE
2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
WEATHER RESISTIVE BARRIER
4. INSTALL FLASHING AND WEATHER RESISTIVE
3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
BARRIER BACK OVER HEAD
FLASHING AND SEAL WITH TAPE
TYPICAL WINDOW FLASHING DETAIL_
2X4'S @ 16" O.C. BRG EXT WALL
FLASHING TO EXTEND 36"
7/16" O.S.B. SHEATHING
EXTERIOR FINISH
BUILDING WRAP BEYOND
PER BUILDER
FLASHING.
PROVIDE FLASHING
BOOT AT POSTS
CEMENT PLASTER STOP
OUDWAR, FLORMA 34677
WATERPROOF MEMBRANE
WATERPROOF MEMBRANE
VVWW.E)AV1SBEWS.00M
7/16" O.S.B. SHEATHING
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20" FLOOR
TRUSS
`-2X8 TRIM BOARD
\�STUCCO "J" MOLD
PROVIDE SELF ADHERED
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FLASHING
LAPPING DOWN OVER RIM JOIST SEE STRUCTURAL FOR
AND UP WALL BY 6" CONNECTORS
24" FLOOR TRUSS -TEXTURED CEMENT
SEE STRUCTURAL PLASTER FINISH
8'CMU BLOCK
TYPICAL FLASHING AT BALCONY
WALL COVERING -
2014 FBRC SECTION R703 EXTERIOR COVERING
EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE
EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL
ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER
WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS
REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY.
PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE
-JOB NUMBER 26002.234
CAD FILE NAME LOT 28
ISSUED 10-06-16
REVISED
DAVIS BEWS
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-JOB NUMBER 26002.234
CAD FILE NAME LOT 28
ISSUED 10-06-16
REVISED
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WITH SECTION R702.7 OF THE CODE. t�. ca C5
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R703.2 WATER -RESISTIVE BARRIER NNW z:
ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH
ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF
ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER
THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS
THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND 00
TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE w CD
EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. zc;
z
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R703.8 FLASHING 00 c
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR
FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT
COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND
CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF
SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT
DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE
OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD:
1. 1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT
ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S
INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE
SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A
MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE
BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR
PROTECTION AT THE HEAD AND SIDES.
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 00
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. r11%4
1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250,, OR FMA/AAMA/WDMA 300.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
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 OOF INTERSECTIONS
7. AT BUILT-IN GUTTERS.
I
FLASHING DETAIL
0 TITLE
FLASHING DETAILS
SHEET
3A3
DAVIS BEWS
DESIGN GPLOVP
150 STATE STR.EET EAST
OUDWAR, FLORMA 34677
813 925 .1300 7EL
813 925 . 1800 FAX
VVWW.E)AV1SBEWS.00M
TA2vIPA * nE-P4VER-
EST. 1994
Lu
200
z -
WITH SECTION R702.7 OF THE CODE. t�. ca C5
a z
V) C.)
R703.2 WATER -RESISTIVE BARRIER NNW z:
ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH
ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF
ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER
THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS
THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND 00
TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE w CD
EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. zc;
z
Z!
R703.8 FLASHING 00 c
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR
FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT
COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND
CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF
SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT
DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE
OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD:
1. 1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT
ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S
INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE
SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A
MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE
BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR
PROTECTION AT THE HEAD AND SIDES.
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 00
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. r11%4
1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250,, OR FMA/AAMA/WDMA 300.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
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 OOF INTERSECTIONS
7. AT BUILT-IN GUTTERS.
I
FLASHING DETAIL
0 TITLE
FLASHING DETAILS
SHEET
3A3
5HEATHING
TEXTURE
FIN15H COAT
BROZ COAT
5CRATCH COAT
5ELF-FURRING
LATH
TWO LA'�ER5 WR5
WEEP 5CREED
TERMINATE 5ELF
AE)HE51VE FLA51HING
AT LOWER N05E OF
M115.
5ELF ADHE51VE
FLA5HING
MA50NRY 5LOCK
WALL
A
v WINDOW UNIT
SLOPE
0.3 in: 12.0 in
(0.6 cm: 30.5 cm)
SELF -ADHERED FLASHING
EXTERIOR
CEMT. FIN.
BUILDING PAPER
WIRE LATH
vv, C: L",
7
WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT
SHEATHING NEEDED IN CORNERS ADHESIVE
EXTERIOR SHEATHING 014 - I DCAIJ UF UVINO 1 M. INSTALL SELF -ADHERED ASPHALTADHESIVE
ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED
THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING
UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW
REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01)
LETTER ON CHEMICAL SCORED
COMPATIBILITY RELEASE PAPER
SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE
EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE
VERTICALLY FROM
0r%rr^kA^lf ADHESIVE AS SHOWN)
THRESHOLD
SECTION -A (SEE
DETAILWP02)
SELF -ADHERED FLASHING
2
SELF -ADHERED
NAILING FLANGE FLASHING
SEAL TOPS OF J01111111
DO NOT FLASH OVER UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS
BOTTOM NAILING (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER
FLANGE SHEDDING LAPS
SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING
HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER
AL
WALL SHEATHING
ASPHALT SEALANT: CONT. GALV. "I TEXTURED, PAINTED
EXTEND MIN. OF 6" FLASHING PER
ga
EXTER. WALL FINIS
OUTSIDE OF FLASHING MANUFACTURES H ASPHALT BASED
SPECIFICATIONS ROOF CRICKET: SEALANTAPPLIED
MIN: 3:12 SLOPE
PLASTER STOP BEHIND FLASHING
CRICKET AS (REQUIRED AT
ALL LEVEL VALLEY VERTICAL WALL AND EXTENDING A
SPECIFIED BEAUTY STRIP ROOF
BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE
FLASHING W/ TAR
VERTICAL RISE OF
FLASHING AT KNEEWALL
CONT. GAI "L"
FLASHING PER
DIVERTER IN
MANUFACTURES
FLASHING
SEALANT
SPECIFICATIONS
OVER ROOF
SHINGLES W1 TAR
ROOF MATERIAL PER
ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED
DRIP EDGE FLASHING DETAILS
UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS
FASCIA
COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS.
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C. BEAUTY STRIP ROOF
SHINGLE OVER
zz FLASHINGW/TAR FLASHING INSTALLATION
FIGURE 1: FLASHING INSTALLATION CONT. GALV. "I WHERE ROOF MEETS VERTICAL WALL
FLASHING PER
MANUFACTURES
TEXTURED, PAINTED SPECIFICATIONS
EXTERIOR WALL FINISH e, ,, r OVER ROOF
.................
SHINGLES WI TAR
A,
HOLD EXTERIOR
'n r, e, e, A
FINISH 2" ABOVE
SHINGLE PER
1% ......
�A �A ROOF G' `-
CONTRACT
.......................... FLASHING
"A
CAULKING
`4�
7p V
0
TYPICAL ROOF TO 11�6
0
WALL FLASHING DETAIL
RAKE METAL DRIP EDGE
TO BE OVER
LINE VALLEY BY CENTERING 36" WIDE UNDERILAYMENTAT
CERTAINTEED WINTERGUARD GABLE ENDS
FIGURE 2: WALL FINISH WATERPROOFING SHINGLE
UNDERLAYMENT OR EQUIVALENT
DIRECTLY TO DECK.
SAVE 7" PIECES
TO USE IN 5TH
ASPHALT SEALANT: COURSE
EXTEND MIN. 6" ABOVE EMBED EACH SHINGLE IN A 2"
FLAS ING DO NOT NAIL WITHIN 6" OF--__ WIDE STRIP OF ASPHALT
6 TO 12" VALLEY CENTERLINE
PER PLAN RAGING CEMENT.
6" HIGH SPEC'S.
DIVERTER CUT 2" DIAGONALLY OFF
FLASHING GALV.VFLASHING UPPER CORNER OF
TYPICAL. TRIMMED SHINGLE
ROOFING FELT
CUT SHINGLES 2" BACK FROM
DRIP EDGE VALLEY CENTERLINE
REMOVE -
FASCIA
FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL
METAL DRIP EDGE TO
BE UNDER
UNDERLAYMENTAT
ROOF EAVES 7
EAVES
FIRST STARTER SHINGLE
EXTEND THE SHINGLES OVER
THE RAKE AND EAVES ABOUT
1/2" IF DRIP EDGE IS USED, OR
ABOUT 3/4" IF NO DRIP EDGE IS
USED.
7/8" CEMENT PLASTER
IN ACCORDANCE WITH
ASTMC926
APPROVED WEATHER -RESISTANT
MATERIAL W/ METAL LATH IN
BUILDING PAPER
7/16" O.S.B.
SHEATHING
METAL
FLASHING
3 1/2"
UNPERFORATED
FLANGE 7/8"
WEEP SCREED
MAINTAIN
BOTTOM OF
WEEP SCREED
1 1/2" TO 2"
ABOVE ROOF
SHEATHING
CEMENT PLASTER IN —
ACCORDANCE WITH
ASTMC926 OVER WOOD
2ND FLOOR
CEMENT
PLASTER
OVER
BLOCK 1ST
FLOOR
NOTE:
THE BUILDING PAPER AND
METAL LATH MUST BE
INSTALLED OVER THE TOP
OF THE WEEP SCREED.
IUBLE JOIST
AM BELOW
7/8" CEMENT PLASTER IN
ACCORDANCE WITH
ASTMC926
APPROVED WEATHER -RESISTANT
MATERIAL W/ METAL LATH IN
BUILDING PAPER
7/16" O.S.B.
SHEATHING
KEEP TOP EDGE OF WEEP
SCREED 2" BELOW TOP OF
BLOCK
XMI f'HRA fAH1 Le Qn-r-MRA
JOINT ONLY
METAL FLASHING 3-1/2"
UNPERFORATED FLANGE 7/8"
WEEPSCREED
1/2" CEMENTITIOUS
DECORATIVE FINISH
ALL INSIDE AND
OUTSIDE CORNER
WILL NEED TO BE
MITER CUT AND
CAULKED ALL BUTT
JOINTS NEED TO BE
EMBEDDEDIN
SEALANT USING
VULCUM CAULK FOR
ALL
1/2" CEMENT PLASTER
FINISH
2 1/2" PERFORATED
BLOCK FLANGE 1/2" WEEP
SCREED
WEATHER RESISTIVE
BARRIER
L50 STATE STRFEET EAST
OLDSMAK FLOMA 34677
813. 925.1300 TF -L
813. 925.1800 FAX
WWWDAVISBEWS.COM
T,4LMPA o E)ETJ�R_
C
DOOR ROUGH OPENING
WOOD FRAME CONSTR.
SELF -ADHERED FLASHING
BEAD OF CONSTR.
BY LAPPING DOWN
.
r 0
0
ADHESIVE TO BE APPLIED UNDER
OVER RIM JOIST AND UP
THRESHOLD OF DOOR AND RETURN
WALL BY 6 IN.
UP JAMB 6". USE LIQUID NAIL BRAND
j
OR EQUAL WEATHER PROOF CAULKING
Im
U.
0 0
.�e lig 10
SELF -ADHERED FLASHING
SEAL TOPS OF JOIST,
IN
UNDER DECKING
SUBIFLOOR
(SEE DETAIL WP07)
-c
4� 0
A
v WINDOW UNIT
SLOPE
0.3 in: 12.0 in
(0.6 cm: 30.5 cm)
SELF -ADHERED FLASHING
EXTERIOR
CEMT. FIN.
BUILDING PAPER
WIRE LATH
vv, C: L",
7
WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT
SHEATHING NEEDED IN CORNERS ADHESIVE
EXTERIOR SHEATHING 014 - I DCAIJ UF UVINO 1 M. INSTALL SELF -ADHERED ASPHALTADHESIVE
ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED
THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING
UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW
REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01)
LETTER ON CHEMICAL SCORED
COMPATIBILITY RELEASE PAPER
SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE
EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE
VERTICALLY FROM
0r%rr^kA^lf ADHESIVE AS SHOWN)
THRESHOLD
SECTION -A (SEE
DETAILWP02)
SELF -ADHERED FLASHING
2
SELF -ADHERED
NAILING FLANGE FLASHING
SEAL TOPS OF J01111111
DO NOT FLASH OVER UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS
BOTTOM NAILING (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER
FLANGE SHEDDING LAPS
SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING
HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER
AL
WALL SHEATHING
ASPHALT SEALANT: CONT. GALV. "I TEXTURED, PAINTED
EXTEND MIN. OF 6" FLASHING PER
ga
EXTER. WALL FINIS
OUTSIDE OF FLASHING MANUFACTURES H ASPHALT BASED
SPECIFICATIONS ROOF CRICKET: SEALANTAPPLIED
MIN: 3:12 SLOPE
PLASTER STOP BEHIND FLASHING
CRICKET AS (REQUIRED AT
ALL LEVEL VALLEY VERTICAL WALL AND EXTENDING A
SPECIFIED BEAUTY STRIP ROOF
BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE
FLASHING W/ TAR
VERTICAL RISE OF
FLASHING AT KNEEWALL
CONT. GAI "L"
FLASHING PER
DIVERTER IN
MANUFACTURES
FLASHING
SEALANT
SPECIFICATIONS
OVER ROOF
SHINGLES W1 TAR
ROOF MATERIAL PER
ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED
DRIP EDGE FLASHING DETAILS
UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS
FASCIA
COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS.
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C. BEAUTY STRIP ROOF
SHINGLE OVER
zz FLASHINGW/TAR FLASHING INSTALLATION
FIGURE 1: FLASHING INSTALLATION CONT. GALV. "I WHERE ROOF MEETS VERTICAL WALL
FLASHING PER
MANUFACTURES
TEXTURED, PAINTED SPECIFICATIONS
EXTERIOR WALL FINISH e, ,, r OVER ROOF
.................
SHINGLES WI TAR
A,
HOLD EXTERIOR
'n r, e, e, A
FINISH 2" ABOVE
SHINGLE PER
1% ......
�A �A ROOF G' `-
CONTRACT
.......................... FLASHING
"A
CAULKING
`4�
7p V
0
TYPICAL ROOF TO 11�6
0
WALL FLASHING DETAIL
RAKE METAL DRIP EDGE
TO BE OVER
LINE VALLEY BY CENTERING 36" WIDE UNDERILAYMENTAT
CERTAINTEED WINTERGUARD GABLE ENDS
FIGURE 2: WALL FINISH WATERPROOFING SHINGLE
UNDERLAYMENT OR EQUIVALENT
DIRECTLY TO DECK.
SAVE 7" PIECES
TO USE IN 5TH
ASPHALT SEALANT: COURSE
EXTEND MIN. 6" ABOVE EMBED EACH SHINGLE IN A 2"
FLAS ING DO NOT NAIL WITHIN 6" OF--__ WIDE STRIP OF ASPHALT
6 TO 12" VALLEY CENTERLINE
PER PLAN RAGING CEMENT.
6" HIGH SPEC'S.
DIVERTER CUT 2" DIAGONALLY OFF
FLASHING GALV.VFLASHING UPPER CORNER OF
TYPICAL. TRIMMED SHINGLE
ROOFING FELT
CUT SHINGLES 2" BACK FROM
DRIP EDGE VALLEY CENTERLINE
REMOVE -
FASCIA
FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL
METAL DRIP EDGE TO
BE UNDER
UNDERLAYMENTAT
ROOF EAVES 7
EAVES
FIRST STARTER SHINGLE
EXTEND THE SHINGLES OVER
THE RAKE AND EAVES ABOUT
1/2" IF DRIP EDGE IS USED, OR
ABOUT 3/4" IF NO DRIP EDGE IS
USED.
7/8" CEMENT PLASTER
IN ACCORDANCE WITH
ASTMC926
APPROVED WEATHER -RESISTANT
MATERIAL W/ METAL LATH IN
BUILDING PAPER
7/16" O.S.B.
SHEATHING
METAL
FLASHING
3 1/2"
UNPERFORATED
FLANGE 7/8"
WEEP SCREED
MAINTAIN
BOTTOM OF
WEEP SCREED
1 1/2" TO 2"
ABOVE ROOF
SHEATHING
CEMENT PLASTER IN —
ACCORDANCE WITH
ASTMC926 OVER WOOD
2ND FLOOR
CEMENT
PLASTER
OVER
BLOCK 1ST
FLOOR
NOTE:
THE BUILDING PAPER AND
METAL LATH MUST BE
INSTALLED OVER THE TOP
OF THE WEEP SCREED.
IUBLE JOIST
AM BELOW
7/8" CEMENT PLASTER IN
ACCORDANCE WITH
ASTMC926
APPROVED WEATHER -RESISTANT
MATERIAL W/ METAL LATH IN
BUILDING PAPER
7/16" O.S.B.
SHEATHING
KEEP TOP EDGE OF WEEP
SCREED 2" BELOW TOP OF
BLOCK
XMI f'HRA fAH1 Le Qn-r-MRA
JOINT ONLY
METAL FLASHING 3-1/2"
UNPERFORATED FLANGE 7/8"
WEEPSCREED
1/2" CEMENTITIOUS
DECORATIVE FINISH
ALL INSIDE AND
OUTSIDE CORNER
WILL NEED TO BE
MITER CUT AND
CAULKED ALL BUTT
JOINTS NEED TO BE
EMBEDDEDIN
SEALANT USING
VULCUM CAULK FOR
ALL
1/2" CEMENT PLASTER
FINISH
2 1/2" PERFORATED
BLOCK FLANGE 1/2" WEEP
SCREED
ca
cz 00
a z
ul .(_j
c� r _j
:M_ m _j
Ltms LL
INSTALL BOTTOM EDGE OF
SLAB WEEP SCREED 1 "BELOW
FINISH FLOOR 0111 Ill
%
0) LL X%
0 p
d:l <
OPTIONAL DETAIL LLI LLJ
w 006
0
%
WEEP SCREED DETAIL
0
SCALE: NOT TO SCALE 0
SELF -ADHERED
FLASHING PATCH
)HERED FLASHING
00
THESE DETAILS ARE GENERIC AND MEANT
TO SHOW GENERAL FLASHING AND FLASHING DETAILS
WATERPROOFING METHODS TO BE USED.
N.T.5.
>=
2055
TITLE
FLASHING OETAILS
LA
SHEET
3A
x
L50 STATE STRFEET EAST
OLDSMAK FLOMA 34677
813. 925.1300 TF -L
813. 925.1800 FAX
WWWDAVISBEWS.COM
T,4LMPA o E)ETJ�R_
C
00
_j 0
_j Ill
.
r 0
0
cm co
16m
j
Im
U.
0 0
.�e lig 10
-c
4� 0
60 0
40
0
Z 0
ca
cz 00
a z
ul .(_j
c� r _j
:M_ m _j
Ltms LL
INSTALL BOTTOM EDGE OF
SLAB WEEP SCREED 1 "BELOW
FINISH FLOOR 0111 Ill
%
0) LL X%
0 p
d:l <
OPTIONAL DETAIL LLI LLJ
w 006
0
%
WEEP SCREED DETAIL
0
SCALE: NOT TO SCALE 0
SELF -ADHERED
FLASHING PATCH
)HERED FLASHING
00
THESE DETAILS ARE GENERIC AND MEANT
TO SHOW GENERAL FLASHING AND FLASHING DETAILS
WATERPROOFING METHODS TO BE USED.
N.T.5.
>=
2055
TITLE
FLASHING OETAILS
LA
SHEET
3A
DAVIS BEWS
DESIGN GROVP
L50 STATE STRFEET EAST
OLDSMAK FLOMA 34677
813. 925.1300 TF -L
813. 925.1800 FAX
WWWDAVISBEWS.COM
T,4LMPA o E)ETJ�R_
—:� EST. 1994
ca
cz 00
a z
ul .(_j
c� r _j
:M_ m _j
Ltms LL
INSTALL BOTTOM EDGE OF
SLAB WEEP SCREED 1 "BELOW
FINISH FLOOR 0111 Ill
%
0) LL X%
0 p
d:l <
OPTIONAL DETAIL LLI LLJ
w 006
0
%
WEEP SCREED DETAIL
0
SCALE: NOT TO SCALE 0
SELF -ADHERED
FLASHING PATCH
)HERED FLASHING
00
THESE DETAILS ARE GENERIC AND MEANT
TO SHOW GENERAL FLASHING AND FLASHING DETAILS
WATERPROOFING METHODS TO BE USED.
N.T.5.
>=
2055
TITLE
FLASHING OETAILS
LA
SHEET
3A
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W1 APPLICA13LE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.
A/C-` =��
D15CONN. W -P,
GRI,
W.P. G.F.I. FOR
T.U.G. SERVICE
Z(
ELEC. 0
METER
OPT, OPT.
COACH COACH
LIGHTING LIGHTING
MICROWAVE
OUTLET +14"
G.C. VERIFY
UNDER CABINET
LIGHTING
ELECTRICAL PLAN_
GARAGE LEFT
ELEECTfRICAL <E'*�
NOTES -
DAVIS BEWS
DESIGN GROVP
to
U Lo o
1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT- INTERRUPTERS AS INDICATED
DUPLEX CONVENIENCE OUTLET
J 0
.i N -
0
EXHAUST FAN
ON PLANS OR AS ITEM NO. 4 AND 5 BELOW INDICATES.
DUPLEX OUTLET A50VE COUNTER
EXHAUST FAN/LIGHT COM51NATION
o
o CO
Kkp. WEATHERPROOF DUPLEX OUTLET
ELECTRIC DOOR OPERATOR (OPTIONAL)
2. UNLESS OTHERWISE INDICATE[), INSTALL SWITCHES AND RECEPTACLES AT THE
> :L- j cq
FOLLOWING HEIGHTS ABOVE FIN16HED FLOOR:
0c. F. 1. GROUND FAULT INTERRUPTER DUPLEX OUTLET
n54
CHIMES (OPTIONAL)
5WITCHE6 .... 42"
HALF -SWITCHED DUPLEX OUTLET
Ei
PU5145UTTON SWITCH (OPTIONAL)
OUTLETS ..... 14"
SPECIAL PURP05E OUTLET
LL = ;u 6
3�El8
CARBON MONOXIDE DETECTOR
TELEPHONE ... 14" (UNLESS ABV COUNTERTOP)
r- Z cy
0 :"� T
TELEVISION. -.14"
DUPLEX OUTLET IN FLOOR
SMOKE DETECTOR
220 VOLT OUTLET
SMOKE / CARBON MONO. COMBO DETECTOR
3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
$ WALL SWITCH
TELEPHONE (OPTIONAL)
SOURCE AND $HALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
13 THREE-WAY $WITCH
M
TELEV16ION (OPTIONAL)
14 FOUR-WAY SWITCH
(D
THERMOSTAT
4. ALL BA AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINIWG
$ D DIMMER SWITCH
ELECTRIC METER
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 6UNROOMS, RECREATION ROOMS,
CLOSETS, HALLWAYS, AND 61MILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I.
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
JML
ELECTRIC PANEL
DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
DISCONNECT SWITCH
RECE55ED INCANDESCENT LIGHT FIXTURE
SPEAKER (OPTIONAL)
5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY
ROOMS SHALL BE GF.C.I. PROTECTED (GP.I).
LIGHT FIXTURE WITH PULL CHAIN
/>
ROUGH -IN FOR OPT. CEILING PAN
TRACK LIGHT
</ \>
6. IT 15 THE RESPON61BILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
E#ED FLUORESCENT LIGHT FIXTURE
<\ -)k- />
CEILING MOUNTED INCANDE5CENT LIGHT FIXTURE W/
ELECTRICAL WORK 18 IN FULL COMPLIANCE WITH NF.P.A. 10, N P.C. 2011, F.B.C.R. - 5TH
ROUGH -IN FOR OPT. CEILING FAN
EDITION (2014), AND ALL APPLICABLE LOCAL 6TANDARD6, CODES, AND ORDINANCES.
1. EVERY BUILDING HAVING A F0651L-FUEL-BUFNING HEATER OR APPLIANCE,
FIREPLACE, OR AN ATTACHED GARAGE 6HALL HAVE AN OPERATIONAL CARBON
4/0 ALU. CABLE
MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
ip
AIC
PURPOSES.
MAIN DISCONNECT
COMBO - 5QUARE D
ID15C.
8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN
=4i
TYP.
014 AND �12 COPPER TO
SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS 6HALL WAVE
REFER TO FLOO
IN61DE
LIGHTS AND OUTLETS
BATTERY BACKUP. COMBINATION SMOKE/CAR50N MONOXIDE ALARMS $HALL BE
PLAN FOR NOTED
MAIN DIX.
PANEL
LISTED OR LABELED BY A NATIONALLY KCOGN17PD TESTING LABORATORY.
AMP5. REQUIRED
*10 COPPER TO
WATER HEATER
UNDERGROUND
OB COPPER TO RANGE
SERVICE BY
POWER COMPANY
$4 COPPER TO 5/8" GROUND ROE)
AL50 SERVICE TO BE BONDED
TO FOOTING STEEL
ELECTRICAL RISER
DIAGRAM_
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W1 APPLICA13LE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.
A/C-` =��
D15CONN. W -P,
GRI,
W.P. G.F.I. FOR
T.U.G. SERVICE
Z(
ELEC. 0
METER
OPT, OPT.
COACH COACH
LIGHTING LIGHTING
MICROWAVE
OUTLET +14"
G.C. VERIFY
UNDER CABINET
LIGHTING
ELECTRICAL PLAN_
GARAGE LEFT
JOB NUMBER 26002.2,34
CAD FILE NAME LOT 28
ISSUED 10-06-16
REVISED
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DAVIS BEWS
DESIGN GROVP
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150 STATE STR-EET EAST
OLD&MW R.ORMA 34677
813 . 925 .1300 Tr=L
813. 925.1800 FAX
WWWDAVISBEWS.COM
TAMPA * E>FJ%4VT-Jk-
EST. 1994
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JOB NUMBER 26002.2,34
CAD FILE NAME LOT 28
ISSUED 10-06-16
REVISED
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2055
TITLE
ELECTRICAL PLAN
SHEET
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DAVIS BEWS
DESIGN GROVP
150 STATE STR-EET EAST
OLD&MW R.ORMA 34677
813 . 925 .1300 Tr=L
813. 925.1800 FAX
WWWDAVISBEWS.COM
TAMPA * E>FJ%4VT-Jk-
EST. 1994
(n
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2055
TITLE
ELECTRICAL PLAN
SHEET
4
GENERAL NOTES
Mff,4 CMINGS FOR USE WTH PRESSURE TREATED WOOD
#5
2511
IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,
3091
FOUNDATIONS
METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL
-PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR
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
TO TRUSS SPAN AT 15'-O"O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH
OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR)
OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES.
W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6"
MINIMUM BEARING CAPACITY 2000 PSF
1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM
MIN PAST BOTTOM CHORD.
3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD
G50 ZINC COATING
-INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED
TERMITE TREATMENT
2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
ON TRUSS SHOP DRAWINGS & BCSI-133.
THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF
(NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING.
("T"BRACING MAY BE USED I.L.O. PEMANENT CL13 IF IT EXTENDS MIN. 90% OF THE TRUSS WEB
SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED,
3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE
(SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3).
IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA
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
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
PRESERVATIVE WOOD TREATER.
TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED
CAST IN PLACE CONCRIETE
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF
BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12"TALL: 2x4 SYP #2 BEHIND THE TRUSS
GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION,
PRESSURE TREATED WOOD.
PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED.
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS
PREFABRICATED WOOD TRUSSES
SHOES, TYP U.N.O.
OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR
BE USED FOR RISERS & TREADS ILO 2x12'S
ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT
WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTOR THAT RESIST CORROSION.
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL
CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY
5. OMITTED J -BOLT
CONFORMING TO ASTM A-615 GRADE 40.
REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES.
8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO
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
-1/2%6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE
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
. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W/OUT WOODEN TOP PLATES.
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
7. MORTAR JOINTS
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE
STRUCTURAL PLANS FOR MORE INFO.
ALL ENG. LUMBER IS TO HAVE THE MIN. DESIGN VALUES BELOW:
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO
- FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301.
DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED
Fb 2500 Fb 3000 Fb 2200
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
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST
1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE
BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND
EDITION OF ANSI TPI 1.
Fc 3000 Fc 2100
Fc J_ = 900 Fc 900 Fc 450
AT EACH END SHALL BE PROVIDED.
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQ'D BY TRUSS MANU. U.N.O.
8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS.
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
STRUCTUIM 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 THREADED 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: DL = 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:
GENERAL DETAILS
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 SQ FT)
CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM
MMONRY WALL CONSTRUCnQN
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 �1'6" UNO.
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
2511
#6
3091
#7
35$1
-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 w/ (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
1. 11 $ 11
8.
HOOKS AT THE TOP & BOTTOM OF VERT. REINF. BARS TO BOND COURSE &
3rAL,tU MUM tNU Ur IKU33. A UKAUN%j 1U 31AKI LU -U MAA rKum fi Mir UIKULM ANU / VR
(4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF
NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)
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
POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
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.
3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD
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
FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVALENT.
BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED.
ON TRUSS SHOP DRAWINGS & BCSI-133.
12.
TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING
("T"BRACING MAY BE USED I.L.O. PEMANENT CL13 IF IT EXTENDS MIN. 90% OF THE TRUSS WEB
APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S
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
DIAMETERS(EXCLUDING BEND).
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
GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION,
OR THE STUD UP TO I" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER
PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED.
tl VY11M L.11MLIK KUUUII'4k7 UK rrilUIL YIDKAIUR 1U 11113URL rKurLK 1I.,U11k,11INLIL
YLKI. KUNNINU rKUM iur 1U tJU11UM AUKU33 MAA 4 IKU331113, inuq Dtjiivm iti iur yv/ llz) 11.0
CONSOLIDATION.
NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)
WOOD CONSTRUCTION
DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133.
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.��DS)
POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS . SHEAR ALLS AND MISC.
BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
STRUCTURAL WOOD FRAMING :MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD
REP.AJR 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 SPECFIED 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. STRAPSZCONNECTOR 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 I" 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 @ 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 BE 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
ENGINEERED LUMBER
-FOR BED JOINTS 1/2" TO 1", 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 Ib/in' U.N.O. E = 1,500,000 Ib/in' U.N.O.
- FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION
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 Ff 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 Fc 900 Fc 450
EPDXIED INTO TIE BEAM OR FOOTING
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
CEILING CONSTRUCTION
VERTICAL CELLS PER PLAN.
1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24"O.C. FRAMING U. N. 0.
-FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/8", GROUT FILL THE
2. 5/8" TYPE'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 STAIR PROTECTION
-FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/8", 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"(123MM) GYP. B.D.
DESIGN PRESSURES
INDEX OF DRAWINGS
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
w
AREA (SQ FEET)
VALUE DENOTES PRESSURE
VALUE DENOTES SUCTION
SHEET
SHEET TITLE
(+)21.2
(+)21.2
10
�-I)22.9
�_�28.3
20
(+)20.2
(+)20.2
si
STRUCTURAL NOTES
S2
FOUNDATION PLAN
(+)19.0
(-)20.8
(-�23.9
100
+�l 8.0
S3
DOWEL PLACEMENT PLAN
- 19.8
(-)22.0
GARAGE DOORS
9'-0" x 7'-0"
16'-0" x 7'-0"
7F+T_184
(+) 17.7
20.9
z
0
WIND PRESSURE/ SUCTION
DIAGRAM 5
Qa
4 1-,
19�
S4
ROOF FRAMING PLAN
STANDARD DESIGN PRESSURE NOTES
S4.1
NOTES & CONNECTOR LEGEND
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 3OFT
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
W
5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR
SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER
EFFECTIVE AREAS.
S5
LINTEL PLAN
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
SD1
FOUNDATION DETAILS
SD2
GENERAL DETAILS
SD3
GENERAL DETAILS
w
SD4
GENERAL DETAILS
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
VALUE DENOTES SUCTION
AREA
(+)21.2
(+)21.2
10
�-I)22.9
�_�28.3
20
(+)20.2
(+)20.2
)22.0
�-)26.4
50
k --h+) 19. 0
(+)19.0
(-)20.8
(-�23.9
100
+�l 8.0
(+)18.0
- 19.8
(-)22.0
GARAGE DOORS
9'-0" x 7'-0"
16'-0" x 7'-0"
7F+T_184
(+) 17.7
20.9
19.7
WIND PRESSURE/ SUCTION
DIAGRAM 5
Qa
4 1-,
19�
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 3OFT
3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE
WIND PRESSURES.
4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR
BUILDING CORNERS.
5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR
SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER
EFFECTIVE AREAS.
6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140
MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE
DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION
R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION
REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS.
REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS
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JOB No. TIVI - 2153195
SCALE: AS INDICATED
DATE: 10/12/2016
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MRB
JOB No.
TM - 2153195
SCALE:
AS INDICATED
DATE:
10/12/2016
1 . PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE
LAPPED MIN. 6" AND SEALED.
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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.
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W
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7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY
COMMUNITY & COUNTY CODES.
8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL
SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE
AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
9. NO WOOD STAKES PERMITTED IN FOUNDATION.
10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED
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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
AND LAP SPLICE. SEE DTL M1709 AND MF1 0 ON SD1 FOR STANDARD
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SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,
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DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR).
THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS
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PSF.
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QC CHECK:
MRB
JOB No.
TM - 2153195
SCALE:
AS INDICATED
DATE:
10/12/2016
FOUNDATION PLAN_
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0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.
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.
(1) #5 @ TOP, BOTTOM
STRUCTURALENG: BED
AND @ 24" O.C.
DRAFTING:
VERTICALLY BETWEEN
TNT
QC CHECK:
MRB
COLUMN & MAIN
JOB No.
TM - 2153195
SCALE:
HOUSE CMU OF
DATE:
10/12/2016
COLUMN
0
S3
FILLED CELL
PLAN VIEW
(1) #5 @ TOP, BOTTOM
AND @ 24" O.C.
VERTICALLY BETWEEN
COLUMN & MAIN
HOUSE CMU OF
COLUMN
DOWEL LAYOUT PLAN.
1/4"=11-011
SECTION VIEW
MASONRY COLUMN TIE IN
(1) CONT. #5 FROM TIE
BEAM TO FOOTING
MASONRY WALL
REINFORCING PER
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QC CHECK:
MRB
JOB No.
TM - 2153195
SCALE:
AS INDICATED
DATE:
10/12/2016
S3
NOTE: THIS TRUSS TO BE (2)
PLY FOR TILE LOADING
SIM. - TOENAIL VALLEY
TO EA. R1 1 TRUSS USI1
16d NAILS
WALL LEGEND
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STRUCTURALENG:
BED
DRAFTING:
-STRUCT:
TNT
QC CHECK:
MRB
JOB No.
TM - 2153195
ROOF
FRAMING
PLAN
SCALE:
AS INDICATED
DATE:
10/12/2016
1/4"=11-011
CA
NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND
BEARING WOOD WALL SCHEDULE
TAGSTUD
S TL
LUMBER
CONNECTION & FASTENERS
UPLIFT
CAP.
BLOCKING
TOP
BOTTOM
V
Sp�
SPACING
SPECIES
(pl�
NAILING NOTES
(3)2X8 SPF #2 BUILT UP STUD COLUMN
16"
SPF
(3)12d
TOENAILS
(3)12d
TOENAILS
NO
UPLIFT
MID -SPAN
rBW2�
16"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
MID -SPAN
(1)ply TRUSS (10) 1 Od x 1 -1" NAILS
2
16"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pif
ird. PT.
3
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
12"
SPF
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
T'xT' 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.
12-1
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
rd. PT.
7" EMBEDMENT
6x6: ABU66 w/(12)16d NAILS & 5'EPDXY ANCHOR w/MIN,
8
7" EMBEDMENT
8x8: ABU88 w/(1 8)16d NAILS & (2)�'EPDXY ANCHORS w/
8
MIN. 7" EMBEDMENT
4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND
BASE PLATE U.N.O. ON PLANS.
16"
SYP
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
2900
16"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pif
MID -SPAN
7�
F
16"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
-ird. PT,
3
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
12"
SYP
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
3140
12"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
MID -SPAN
NAILS & (1 8)-t"x2 3" TAPCONS
4 2f
12"
SYP
1/2" THREADED ROD @ 48" O.C�
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
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 SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED
WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE
W/ (3) 12d TOENAILS
3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R.
4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD
CONNECTIONS.
5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS.
6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END.
7. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/
SIMPSON SET EPDXY. SEE ABOVE FOR SPACING, CENTERED w/in TOP
PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD
AT BASE. NUT AND 2"x2"xl/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 w/in BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE
CONNECTION: CONTRACTOR TO INSTALL THREADED ROD w/in 6" OF
COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8")
13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR
FOR FURTHER REVIEW.
14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX.
ARE ADEQUATE, AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d
TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS
INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE
(P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE
LEAVE: A 41" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING
EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE
w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS.
COLUMN SCHEDULE
STANDARD NAIL
(2)2X4 SPF #2 BUILT UP STUD COLUMN
8d
(3)2X4 SPF #2 BUILT UP STUD COLUMN
10d
(4)2X4 SPF #2 BUILT UP STUD COLUMN
12d
(2)2X6 SPF #2 BUILT UP STUD COLUMN
16d
(3)2X6 SPF #2 BUILT UP STUD COLUMN
8d RING SHANK
(2)2X8 SPF #2 BUILT UP STUD COLUMN
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
<8>
6x6 SYP #2 POST
<s>
8x8 SYP #2 POST
(1)ply TRUSS (10) 1 Od x 1 -1" NAILS
2
3-1/2"x3-1/2" LVL COLUMN.
(I)ply 1985
3-1/2"x5-1/4" LVL COLUMN.
B2x10
3-1/2'W" 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/(l 8)1 Od x 11" NAI LS OR
2
5-1/4"x7" LVL COLUMN.
H10A 1015
T'xT' LVL COLUMN.
(2)1.75"x9.25" LVL
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/ LVIL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T.
OR WOLMANIZED.
3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID
POSTS. AT EXTERIOR CONDITIONS
44: ABU44 w/(12)16d NAILS & �.'EPDXY ANCHOR w/MIN.
8
7" EMBEDMENT
6x6: ABU66 w/(12)16d NAILS & 5'EPDXY ANCHOR w/MIN,
8
7" EMBEDMENT
8x8: ABU88 w/(1 8)16d NAILS & (2)�'EPDXY ANCHORS w/
8
MIN. 7" EMBEDMENT
4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND
BASE PLATE U.N.O. ON PLANS.
5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
NAIL SCHEDULE
I
STANDARD NAIL
I
GENERAL DIAMETER/ LENGTH
8d
.131 " x 2-1'
2
10d
148" x 3"
12d
.148" x 31'
4
16d
.162" x 3"
8d RING SHANK
.113" x 21'
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(1b)
SYP(Ib)
(2)2x8 #2 SYP
META16 w/(7) 10dxl-!" NAILS OR
2
B2x8
WITH 1/2" FLITCH
w/(6)10d NAILS & (14)1"x2a"
4 4
H2x10
M ETA20 w/(7) 1 Od x 11" NAI LS
2
FRAME TO CMU
1450
1450
ON MASONRY: SIMP. META16
(2)META16 OR (2)META20
(2)2xl2 #2 SYP w/2"' FLITCH PLATE
TOPOST: SIMP.HTS20ORLSTA18
F2�
(1)ply TRUSS (10) 1 Od x 1 -1" NAILS
2
FRAME TO CMU
(I)ply 1985
(1)ply 1985
B2x10
(2)ply TRUSS (12) 16d x 11" NAILS
2
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
(2)ply 1900
(2)ply 1900
NAILS & (18)-1"x2!" TAPCONS
H 1 OA w/(l 8)1 Od x 11" NAI LS OR
2
H10A 1015
H 1 OA 1340
(2)1.75"x9.25" LVL
Mply TRUSS H10A-2 w/(18) 10d x 11" NAILS
2
FRAME TO FRAME
H 1 OA -2 1070
H 1 OA -2 1245
H5.5xl 1.25
HTS20 w/(24)1 Od x 11" NAILS
2
(10) 10d NAILS
B2x12
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l 0)1 Od
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
1245
1450
PLATE BETWEEN PLIES
(2)HTS20 w/(24)10d x 121" NAILS
HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING
OPENING SIZE
TO POST: SIMP. HTS20 OR LSTA18
F51
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
2490
2900
F6]
H2.5A w/(l 0)8d
FRAME TO FRAME
535
600
7�
F
MTS 12 w/(1 4)1 Od x 1 " NAI LS
2'
FRAME TO FRAME
860
1000
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
TOPOST: SIMP.HTS20ORLSTA18
F81
MGT w/(22)10d f�" EPDXY ANCHOR w/SIMP. SET EPDXY MIN.
8
FRAME TO CMU
3140
3140
(2)1.75"xl 1.875" LVL
7"EMBEDMENT
NAILS & (1 8)-t"x2 3" TAPCONS
4 2f
HTT4 w/(l 8)16d x 2-1" NAILS & �" EPDXY ANCHOR w/SIMP.
2 8
FRAME TO CMU
3640
4235
TOPOST: SIMP.HTS20ORLSTA18
SET EPDXY MIN. 7" EMBEDMENT
TOBEAM: SIMP.HUC410w/(18)16d&
HGT-2 w/(16)10d NAILS w/38" EPDXY ANCHOR w/SIMP. SET
FRAME TO CMU
6280
6280
EPDXY MIN. 5" EMBEDMENT
NAILS & (18)1"x22" TAPCONS
4 4
El
HTSM 16 w/(8)1 Od NAILS & (4) i"x 2-1" TAPCONS
4 4
FRAME TO CMU
1020
1175
HLSTA
18 w/(l 4)1 Od NAILS
HEADER TO STUDS
1110
1235
F 3
(2)LSTA1 8 w/(l 4)1 Od NAILS
HEADER TO STUDS
2220
2470
F14]
LSTA18 w/(14)10d NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
833plf
928plf
LSTA24 w/(1 8)1 Od NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
1235
1235
F16]
MSTC28 w/(36)16d SINKERS CENTERED
STUDS TO BEAM/GT
2980
3455
F17]
MSTC40 w/ (52) 16d SINKERS CENTERED
STUDS TO BEAM/GT
4305
4745
Efl
LTT20B w/(10) 10d NAILS & �" EPDXY ANCHOR w/SIMP. SET
8
COLUMN TO FTG. OR
1290
1300
APPROVAL FROM THE E.O.R.
EPDXY MIN. 7" EMBED.
CMU
HTT4 wl(l 8) 16d x 221" NAILS w4,�" EPDXY ANCHOR w/SIMP.
SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE
COLUMN TO FTG.
3640
4235
(1*)#10x1!" SID SCREWS INSTEAD OF NAILS
2
(3)HTS20 w/(24)10d x 1-1" NAILS
2
[20]
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
3735
4350
F 21]
MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS
FRAME TO CMU
2420
2800
F22]
SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS
IRDER TO COL./ BEAM
9100
4095
F2
HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON
GRAVITY:5085
GRAVITY:5085
3�
TITENS & (10) 10d NAILS
FRAME TO CMU
UPLIFT:1810
UPLIFT:1810
F
HUS26 TO LEDGER W1(14)16d NAILS AND TO TRUSS
1335
1550
24]
W/(6)16d NAILS
FRAME TO FRAME
El
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
EPDXY MIN. 7" EMBED.
I
I
I
STANDARD CONNECTOR NOTES
1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN.
AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS
SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @
24"o.c. OR 32"O.C.)
CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"O.C.
MAX. AND (2) AT EACH CORNER.
2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2
FOR 2 -PLY U.N.O. ON PLAN
3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR.
IF UPLIFT EXCEEDS 5351bs USE (2) H2.5A CONNECTORS.
4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS.
5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN.
6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16
STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS.
IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW.
STANDARD HEADER NOTES I
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.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING
DTL. WF08/SD4.
3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @
12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS
ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER
4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE.
5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM Ist KING INTO
HEADER THEN ATTACH ADDIT1 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 I ST 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/12" FLITCH PLATE
TOPOST: SIMP.HTS20ORLSTA18
TO BEAM: SIMP. HUC48 w/(14)16d NAILS
H2x8
(2)2x8 #2 SYP
TO MASONRY: SIMP. HU48 OR HUC48
B2x8
WITH 1/2" FLITCH
w/(6)10d NAILS & (14)1"x2a"
4 4
H2x10
PLATE
TAPCONS
ON MASONRY: SIMP. META16
H2x12
(2)2xl2 #2 SYP w/2"' 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)-1"x2!" TAPCONS
4 4
ON MASONRY: SIMP. META16
H3.5x9.25
(2)1.75"x9.25" LVL
TOPOST: SIMP.HTS20ORLSTA18
TOBEAM: SIMP.HUC410w/(18)16d&
H5.5xl 1.25
(2)2xl2 #2 SYP
(10) 10d NAILS
B2x12
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l 0)1 Od
H3x12
PLATE
NAILS & (18)-!"x2l" TAPCONS
4 4
PLATE BETWEEN PLIES
ON MASONRY: SIMP. META16
HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING
OPENING SIZE
TO POST: SIMP. HTS20 OR LSTA18
JACKS @ EA, END KINGS @ EA. END
TOBEAM: SIMP.HUC410w/(18)16d&
1
1
(10) 10d NAILS
B3.5x11.25
(2)1.75"x11.25"LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
NAILS & (18)-i"x22" TAPCONS
4 4
ON MASONRY: SIMP . META16
TOPOST: SIMP.HTS20ORLSTA18
TOBEAM: SIMP.HUC410w/(18)16d&
(10) 1 Od NAILS
B3.5xl 1.875
(2)1.75"xl 1.875" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
NAILS & (1 8)-t"x2 3" TAPCONS
4 2f
ON MASONRY: SIMP. META16
TOPOST: SIMP.HTS20ORLSTA18
TOBEAM: SIMP.HUC410w/(18)16d&
(10) 1 Od NAILS
B3.5x16
(2) 1.75"x16" LVL
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l 0)1 Od
NAILS & (18)1"x22" TAPCONS
4 4
ON MASONRY: SI MP . 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
TOPOST: (2)SIMP.HTS20ORLSTA18
ON MASONRY: (2) SIMP. META16
B3.5x2O
(2) 1.75"x20" LVL
. U.N.C. NAIL TOGETHER USING (3) ROWS OF 12d
NAILS @ 6" O.C. EACH SIDE
STANDARD BEAM NOTES
1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP.
ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM
OFBEAM
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" BRIG. 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/12" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(6)
16d NAILS
H2x8
(2)2x8 #2 SYP w/21" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(8)
16d NAILS
H2x10
(2)2xl 0 #2 SYP w/-21" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(1 0)
16d NAILS
H2x12
(2)2xl2 #2 SYP w/2"' FLITCH PLATE
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H3.5x5.5
(2)1.75"x5.5" LVL
ATTACH KING STUD TO HEADER w/(6)
16d NAILS
H3.5x7.25
(2)1.75"x7.25" LVL
ATTACH KING STUD TO HEADER w/(8)
16d NAILS
H3.5x9.25
(2)1.75"x9.25" LVL
ATTACH KING STUD TO HEADER w/(1 0)
16d NAILS
H5.5xl 1.25
(3)1.75"xl 1.25" LVL
ATTACH KING STUD TO HEADER w/(12)
16d NAILS
H3x12
(3) 2x1 2 #2 Syp W/ 1211 FLITCH
ATTACH KING STUD TO HEADER w/(1 0)
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 -0l" TO T- 11
1
1
4'-0" TO 8'-0"
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
---- STOP ----
AND CALL THE ENGINEER OF RECORD PRIOR TO
PLACEMENT OF ANY TRUSSES
NAILING SCHEDULE:
ROOFS:
ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE)
FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6'.
O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND
6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR
TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF
SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE
SPACED NO MORE THAN 24" O.C.
GABLE ENDS:
ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ T' 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. I
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
BE 2" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION
FLOOR SHEATHING TO 4
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.
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STRUCTURALENG: BED
DRAFTING:
-STRUCT: TNT
QC CHECK: MRB
JOB No. TM - 2153195
SCALE: AS INDICATED
DATE: 10/12/2016
NOTES & CONNECTOR LEGEND- 64.1
1/4"=11-011
CONTRACTOR TO VERIFY AT CORNERS PRECAST"U" METAL LATH OR WIRE SCREEN
THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D
WITH TOP OF BLOCK FOR STANDARD #5 psi CONIC. 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 REBARIS
CORNER AS REQ'D INDICATED I N
LINTEL, #5 TO BE. HOOKPER
HOOKED INTO MD08
SIDE VERTICALS
v
41T14 �l
4
q 4.
W
w
A- I
A A 11 4. 4 U)
4 4
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w
CL
F_
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w
r
z
0
u)
I �l
cr_
0
CL LL
z
TYPICAL TRUSS ANCHOR PER PLAN
PROVIDE SCREEN WHEN BLOCK BELOW
IS NOT REQUIRED TO BE FILLED
STANDARD 90 DEGREE HOOK
FTYP. BOND BEAM 8" x 8" x 16" K.O.
LINTEL BLOCK FILL w/ 3000 psi CONC. w/
(1) #5 DIA. REBAR
4 4 Z Z.. . 1.0 (1
41 A - I w
B 4 z
OTTOM STEEL IN LINTEL IF .111:, w
INDICATE - SHOULD HOOK INTO
W
W
U)
VERTICAL CELLS PER MD08 40 A �A4
ROUGH OPENING PER PLAN
STD. 90 DEGREE ANGLE 3000 psi
CONIC. w/ (1) #5 DIA. REBAR
10 < 0 3:
4
4
7
BAR SIZE
BEND 0
4
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
Z -FRAME INFILL AROUN1),
"B"
4
-SHEAR WALL AT
OPENING
WINDOW BY BUILDER
TYPI'lAL
SHEAR WALL
SEGMENT
17/8
SEE WFOl/SD1 FOR
MORE INFO
7
FILLED CELL INFO.
MIN. (1) IS REQ'D ON
21/4
41/4
91/4
18
EITHER SIDE U.N.O.
21/2
14
91/2
20
3
cr_
0
CL LL
z
TYPICAL TRUSS ANCHOR PER PLAN
PROVIDE SCREEN WHEN BLOCK BELOW
IS NOT REQUIRED TO BE FILLED
STANDARD 90 DEGREE HOOK
FTYP. BOND BEAM 8" x 8" x 16" K.O.
LINTEL BLOCK FILL w/ 3000 psi CONC. w/
(1) #5 DIA. REBAR
4 4 Z Z.. . 1.0 (1
41 A - I w
B 4 z
OTTOM STEEL IN LINTEL IF .111:, w
INDICATE - SHOULD HOOK INTO
W
W
U)
VERTICAL CELLS PER MD08 40 A �A4
ROUGH OPENING PER PLAN
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 CONIC. SEE
A4 MD08 FOR LAP INFO.
10 < 0 3:
TRANSOM OPENING
GRADE60
BAR SIZE
BEND 0
4
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
Z -FRAME INFILL AROUN1),
"B"
4
-SHEAR WALL AT
OPENING
WINDOW BY BUILDER
TYPI'lAL
SHEAR WALL
SEGMENT
17/8
SEE WFOl/SD1 FOR
MORE INFO
7
FILLED CELL INFO.
MIN. (1) IS REQ'D ON
21/4
41/4
91/4
18
EITHER SIDE U.N.O.
21/2
14
91/2
20
3
J.
121/2
24
#5
31/8
1 7
1113/41
25
1 33/4
(2) 2X8 SYP#2 P.T. HEADER
115 1/2_
1 ------ 30
#6
8" x 8" x 16" CMU U.N.O.
INDICATES FILLED CELL FROM FTG. TO TIE
BEAM w/ (1) #5 BAR W/ 3000 psi CONIC. SEE
A4 MD08 FOR LAP INFO.
TYPICAL MASONRY CONSTRUCTION
SCALE: 3/4" = V-Ul
10 < 0 3:
TRANSOM OPENING
GRADE60
BAR SIZE
BEND 0
4
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
Z -FRAME INFILL AROUN1),
"B"
NON
-SHEAR WALL AT
OPENING
WINDOW BY BUILDER
TYPI'lAL
SHEAR WALL
SEGMENT
17/8
SEE WFOl/SD1 FOR
MORE INFO
7
FILLED CELL INFO.
MIN. (1) IS REQ'D ON
21/4
41/4
91/4
18
EITHER SIDE U.N.O.
21/2
14
91/2
TYPICAL MASONRY CONSTRUCTION
SCALE: 3/4" = V-Ul
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
10 < 0 3:
TRANSOM OPENING
GRADE60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
Z -FRAME INFILL AROUN1),
"B"
tic.,
"D"
"A"
WINDOW BY BUILDER
..C..
SEE DOWEL PLAN FOR
#3
17/8
SEE WFOl/SD1 FOR
MORE INFO
7
FILLED CELL INFO.
MIN. (1) IS REQ'D ON
21/4
41/4
91/4
18
EITHER SIDE U.N.O.
21/2
55/8
91/2
20
3
J.
121/2
24
#5
31/8
1 7
1113/41
25
1 33/4
(2) 2X8 SYP#2 P.T. HEADER
115 1/2_
1 ------ 30
#6
TURNED SIDEWAYS.
18 1/161
14
30
41/2
ATTACH TO MASONRY
181/2
36
#7
WALL W/ SIMPSON HU28-2
19 13/16
16 1/2
DOOR OR WINDOW OPENING
51/4
HANGER @ EA. END. W/
213/4
42
MAX. OPENING 4 FT
(14) 1/4" x 2-3/4" TAPCONS
TO MASONRY & (6) 1 Od
NAILS TO HEADER
ADOt'
LINTEL W/ TRANSOM DETAIL
SCALE: 3/4" V-0"
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
10 < 0 3:
GRADE40
GRADE60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
"All
"B"
tic.,
"D"
"A"
"B"
..C..
I'D"
#3
17/8
41/4
7
15
21/4
41/4
91/4
18
#4
21/2
55/8
91/2
20
3
55/8
121/2
24
#5
31/8
1 7
1113/41
25
1 33/4
1 7
115 1/2_
1 ------ 30
#6
33/4
18 1/161
14
30
41/2
81/16
181/2
36
#7
43/8
19 13/16
16 1/2
35
51/4
913/16
213/4
42
4f
0
+
@0 A 4j
4
LAP SPLICE EMBEDDED
4DO8 REBAR SPLICE DETAIL
SCALE: 3/4" = V-10"
#3 = 2 Y2"
#4 = 2 Y2"
0
#5 = 2 Y2"
T #6 = 3"
STANDARD 90' HOOK STANDARD 180' HOOK
#7 = 3 Y2"
PROVIDE CLEAN OUT OPENING @ GROUT
FILLED CELL AND REBAR (TYP). MORTAR
JOINTS SHOULD NOT BE CUT
SEE FOUNDATION FOR FOOTING
110:
PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE
LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS:
APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS ui
STANDARD LINTELS <
STANDARD LINTEL NOTES
CLEAROPENING 8"UNFILLED 8F8-lB/8F8-0B8Fl6-lB/8Fl6-0B 8F24-IB/8F24-OB 8F32-lB/8F32-0B
3
11-61, 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.
2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 1 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O.
21-811 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
T-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/ — 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. (-) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD
7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS
8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS.
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
101-01, 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 u)
101-81, 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ,D. Lu
1 l'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 0
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'-4" 0 328/0 1234/0 1779/0 2662/0
14'-0" 0 292/0 1160/0 1660/0 2439/0
16-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS
18'-0" 0 211/0 750/0 1177/0 1676/0
18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. uj
20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi.
20'-8" 0 145/0 1 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 f'g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11 " SLUMP.
22'-8" 0 1 110/0 1 450/0 824/0 1147/0
RECESSED LINTELS -FILLED — 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE
CLEAR OPENING 8136-1 B/8R6-OB 8R14-1 B/8Rl4-0B 8R22-1 B/8R22-OB STRENGTH = 1900 PSI.
2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE Lq m
e,�, Lli 00
2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ��v
0
1230/1230 2769/2769 4085/4085
4' 1081/920 2769/1716 4085/2839
9
3' LINTEL DESIGNATION SCHEDULE A
I I c�
846/833 2121/1716 3127/2839 0 W al��
4'-4'
F FILLED WITH GROUT
664/572 1761/1761 2595/2595 LINTEL Cc 0 < MUNI
5'-4
64" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED 00 0:
0
T-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ :,I%- "
415/235 1152/1152 1694/1552 8RF6-lB/lT BOTTOM OF LINTEL CAVITY 0160., 00*0 %
8'-4" 0. 8Fl6-lB/lT 00 LL
(D 8F8-lB/lT P
1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER QUANTITY OF #5 REBAR AT TOP
2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8RF14-lB/lT NOMINAL HEIGHT
91-611 20'-8" 8Fl6-lB/lT NOMINAL WIDTH 0
TYPE DESIGNATION
8RF14-OB/IT oze�, m
N
8F16-OB/lT 1-1/2" CLEAR 0
:E 0
8F20-1 B/1 T _j 0 c) z
C6 = u 0
C? #5 REBAR AT TOP MIN. (1) REQ'D
0
8F20-OB/lT L) _j
C.M.U.
z
8RF22-IB/IT 00
GROUT
ILD 0
L6 z
8F24-lB/lT #5 REBAR AT BOTTOM OF LINTEL
(0 CAVITY z
8RF22-OB/lT BOTTOM REINFORCING PROVIDED 0
7-5/8" ACTUAL IN LINTEL (VARIES) 0 z
8F24-0B/lT 8" NOMINAL WIDTH
8RF30-1 B/1 T FILLED
8F 32-1 B/1 T d 1-1/2" CLEAR
T_
8RF30-OB/lT 9
w
#5 REBAR AT TOP MIN. (1) REQ'D z
8F32 -0B/lT C) _j
C. M. U. cn
8F38 -1 B/1 T bo Lu t
LO 0
,6 z 7
06 UJ 0 W c') E
8FI 2 -1 B/1 T zo L Z IC -0 - 1 8
Z u -
Z 0 6
8F40 -OB/lT BOTTOM REINFORCING PROVIDED 0 l'- (D OD
7-5/8" ACTUAL IN LINTEL (VARIES) w z
8F8 -OB/lT 8" NOMINAL WIDTH _j U) E �Z- 10- 0
D < 0 0 IWL S 'm
U) 2 w .. T�
UNFILLED Z Z Wz OE
00 < < wz0
w 0 U- �: 0 7:
SAFE LOAD TABLE NOTES
w <
Lu Z LL
1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED _j — Z 0
LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL F– j 0
RECESSED LINTELS BASED ON 4" NOMINAL BEARING.
2. 0 = NOT RATED.
3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. w
LLI
j 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR _r
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING W
ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL.
6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY.
7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY
CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF
SUPPORT.
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.
9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.
on,
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7r ?r r -D 0
M Z 0
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DATE: 10/12/2016
S5
10 < 0 3:
STRUCTURALENG:
BED
DRAFTING:
-STRUCT:
TNT
QC CHECK:
MRB
JOB No.
TM - 2153195
SCALE:
AS INDICATED
DATE: 10/12/2016
S5
(1) #5 FROM FTG. TO
TIE BEAM SPLICE TO
BE MIN. 25" GROUT
CELL SOLID
MASONRY WALL
SEE PLAN
CONCRETE SLAB PER
FOUNDATION PLAN
(1) #5 FROM FTG. TO
TIE BEAM SPLICE TO
BE MIN. 25" GROUT
CELL SOLID
MASONRY WALL ----------
SEE PLAN
CONCRETE SLAB PER
ry
FOUNDATION PLAN
,J, VARIES
44
IF BRG. WALL ABOVE-
3/4"=V-01'
SEE TLAN
OPT. MASONRY CURB
HOLD BRIG WALL BACK
ji
4
4 CID
�j I,, GRADE
2x BRIG WALL PER
CONT. BAR
44 I"A
A, GRADE
z
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i'n Lu
A
- :1 A I I
P41
OPTIONAL CURB BY
WOOD POST PER PLAN
A
BUILDER
(D
SO GYP FINISH IS
CONC. SLAB PER –
z
CONC. SLAB PER
FOUNDATION PLAN
z
FOUNDATION PLAN
4"
T I
CONNECTION
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ENTIRE BASE TO BE
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CONT.
(2) #5 BARS CONT.
(2) #5 BARS CON T..
11
CLEAN
%
COMPACTED
W/ 3" COVER TYP.
13�7C�6
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SEE ELEVATION
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WHERE 2ND STORY OCCURS, FTG
WHERE 2ND STORY OCCURS, FTG
(1) #5 CONT. w/ 1-1/2"
SHALL BE V-4" WIDE w/(3) #5 BARS
SHALL BE V-4" WIDE w/(3) #5 BARS
INFO. IF CONCRETE
fiFO TYPICAL EXTERIOR FOOTING
fiFO�� TYPICAL GARAGE CURB FOOTING
3/4"=V-0"
IF BRG. WALL ABOVE-
3/4"=V-01'
OPT. MASONRY CURB
HOLD BRIG WALL BACK
2x BRG WALL PER
@ ELEV. 0'-0" w/ (1) #5
2x BRIG WALL PER
CONT. BAR
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#5 CONTINUOUS
DRAIN
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PLAN AND BEARING
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<
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— — — — — -- Z-+
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REQ'D
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INFO. IF CONCRETE
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7
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z
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BARS REQ'D & FTG TO
DENSITY
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ui
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z
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4
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4 SEE PLAN
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SLOPE
FOUNDATION PLAN TIE BEAM MIN. 25"
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A T
REINFORCEMENT SEE SOLID PER PLANS
141
FOUNDATION PLAN
FOR QUANTITY
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4
THRESHOLD PER MFG
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ELASTOMERIC JOINT DENSITY z
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4
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STRUCTURALENG: BED
DRAFTING:
-STRUCT: TNT
QC CHECK: MRB
JOB No. TM - 2153195
SCALE: AS INDICATED
DATE: 10/12/2016
SD1
3/4"=V-01'
3/4"=l' -0'v
\�
3/4"= 1 1-01,
#5 CONTINUOUS
INTERIOR FINISH PER
FILLED CELL PER PLAN
WOOD POST PER PLAN
ARCHS ON EA. SIDE OF
FOR SIZE AND BASE
#4 BAR @ 48" O.C. W/
WALL
4"
CONNECTION
MIN. 32" BEND INTO
2 1/4"
— — — — — -- Z-+
SLAB
GARAGE
TOP COURSE TO BE
CHAIR BLOCKS.
CONCRETE SLAB SEE
gt_z e
PLAN
P.T. BOTTOM PLATE
--------
ENTIRE BASE TO BE
FILLED SOLID
TOP VIEW
CORNER
SEE ELEVATION
SEE PLAN FOR STAIR
INFO. IF CONCRETE
CONIC. SLAB PER
CMU BASE W/ (1) #5
STAIRS ARE FORMED &
FOUNDATION PLAN
GARAGE WALL
VERTICAL @ EACH
POURED, PROVIDE (1)
BEYOND
CORNER. SEE FLR.
7
#5 @ EACH STEP (MIN
PLAN FOR BASE SIZE
A
A,
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(3) #5 CONT. W/ 3" MIN
2E
1-1/2" COVER)
4-
z
COVER ON CHAIRS
DRIVEWAY BY
SEE FOUNDATION FOR
0
A
4" -1
BUILDER- CONCRETE
PAD SIZE
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NOT EXPOSED TO
\�—
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1
DENSITY
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UPLIFT FORCES.
CLEAN COMPACTED
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CLEAN COMPACTED
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4
A
A
SHEARWALLS
FILL @ 95% STANDARD
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EDGE W/ (1) #5 CONT.
FILL @ 95% STANDARD
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REQUIRE ANCHOR
DENSITY & TERMITE
DENSITY
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CONC. SLAB PER FINISH PER ELEV.
FOUNDATION PLAN
FINISH FLOOR
PENETRATING
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4 GRADE
-Z
15
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DIAMETER TO BE 2
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PENETRATING PIPE (SIDE VIEW) DENSITY
TYPICAL FOUNDATION PENETRATIONS
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3/4"= 1 1-01,
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z
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4
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4 SEE PLAN
CONIC. SLAB PER (1) #5 FROM FTG. To m u -
SLOPE
FOUNDATION PLAN TIE BEAM MIN. 25"
#5 CONT. 'XER MFG SPLICE GROUT CELL
A T
REINFORCEMENT SEE SOLID PER PLANS
141
FOUNDATION PLAN
FOR QUANTITY
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THRESHOLD PER MFG
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2 -STORY CONDITION el ol
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PER MF
(3) #5 BARS w/ 20"
SLOPE EXT. SURFACE WIDE FOOTING
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ELASTOMERIC JOINT DENSITY z
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WIN 0 110".
1=1 I L
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PIPE VERTICAL THRU FDN A
4
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STRUCTURALENG: BED
DRAFTING:
-STRUCT: TNT
QC CHECK: MRB
JOB No. TM - 2153195
SCALE: AS INDICATED
DATE: 10/12/2016
SD1
I
PROVIDE STANDARD
HOOK
(1) #5 IN TIE BEAM
(1) #5 BAR IN PRECAST
LINTEL
(2) #5's VERTICAL IN
GROUT FILLED CELL
u, jr
U.N.O.
E-6
BUCK
(2) 2x PLATE
FRAMING INF(
(1) #5 V ERTICAL IN
ARCH PER ELEV
WALL SCHEDULE
CENTERED
GROUT FILLED CELL (IF
END
VIEW w/ CMU
- 0
REQ'D PER PLAN)
(5) 3/8" DIA. J -BOLT W/
WALL WITH STUDS @
PLAN / BEARIN,
-------- - 7/16" O.S.B. EA. SIDE
kARCH PER ELEV
SCHEDULE. ON
2x BLK'G. TO O.S.B. W/
16" O.C. W/
NOTE: SEE MD08 ON
I= KIn
\/11=\A/ wl \Alr)r)n
INDICATED ON
LINTEL PLAN FOR
AI
SCHEDULE. M11
BEYOND
ADDIT'L REBAR INFO
FROM END OF
COMMON TRUSS PER PLAN OR CONV. FRAMING w/
DETAIL
7/16" OSB W/ (2) 8d
SIDES FROM TOP OF
FRAME OUT TO BLOCK
VERTICAL REINFORCEMENT
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" OSB EA. SIDE, W/
6d NAILS @ 16" O.C. TO
SIDE & TOP NAILER
2x BUCK PER MD04
THIS SHEET
1/2"= 1 1-0.1
NOTE: CUT BACK 2x8
P.T. @ TOP TO ALLOW
CONT. 2x4 BLOCKING
AROUND CURVE. MIN.
2 TAPCON ANCHORS
ARCH WINDOW FRAMING DETAILS
I\�"� 3/4"= 1 1-01,
TRUSSES PER
24" 0. C. MAX.
TYP. TRUSS TC
CONNECTION I
CONNECTION I
EXT. SHEATHI�
ATTACHED PEI
NAILING SCHEI
FROM TOP OF
KNEEWALL TO
OR SP2 CLIPS,
AND SP1 CLIP1c
BASE ARE REC
2x BLOCKING
MIN 2x4 STUDIE
O/C
�xmw%llwagg
1/2" x 8" A.B. OF
HID @ 32" O.C.,
FROM EA. END
ON BASE PLAT
TOP KNOCK 01
COURSE W/ (1)
CONT.
KNEEWALL ABOVE MASONRY WALL
AD�O GARAGE BUCK DETAIL
2x6x12 P.T. CENTER
BLOCKING PER BRG
SEE PLAN FOI
BUCK
(2) 2x PLATE
FRAMING INF(
3/8" DIA. ANCHOR
ARCH PER ELEV
WALL SCHEDULE
CENTERED
(2) - 8d EACH END
END
VIEW w/ CMU
- 0
THREADED RO
(5) 3/8" DIA. J -BOLT W/
WALL WITH STUDS @
PLAN / BEARIN,
-------- - 7/16" O.S.B. EA. SIDE
kARCH PER ELEV
SCHEDULE. ON
2x BLK'G. TO O.S.B. W/
16" O.C. W/
REQUIRED WH
I= KIn
\/11=\A/ wl \Alr)r)n
INDICATED ON
GARAGE WALL
AI
SCHEDULE. M11
BEYOND
DOOR BRACKET, EA.
FROM END OF
iy� MAVIS] 011 :VAT, kyl-11
WZ 1.1 Nn 0 091ent _: LIT@ r, t
SIDE OF OPENING
BLOCKING PER BRG
v
IF A/C IS SUSPENDED
(2) 2x PLATE
NAILS (TYP.)
2x BLK'G. TO O.S.B. W/
ARCH PER ELEV
WALL SCHEDULE
TYP. TRUSS TO FRAME
(2) - 8d EACH END
END
VIEW w/ CMU
- 0
I
(5) 3/8" DIA. J -BOLT W/
WALL WITH STUDS @
I
-------- - 7/16" O.S.B. EA. SIDE
kARCH PER ELEV
ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK
2x BLK'G. TO O.S.B. W/
16" O.C. W/
5-1/2" EMBED, AT EA.
I= KIn
\/11=\A/ wl \Alr)r)n
STRUCTURAL
DOUBLE TOP PLATE
AI
STRUCTURAL
NOTES
DOOR BRACKET, EA.
BASE PLATE
COMMON TRUSS PER PLAN OR CONV. FRAMING w/
SHEATHING ON BOTH
7/16" OSB W/ (2) 8d
SIDES FROM TOP OF
FRAME OUT TO BLOCK
SIDE OF DOOR.
CONNECTIO N PER BRG
NAILS
WALL TO BOTTOM OF
U)
BUILDER FRAME
WALL TO BOTTOM OF
PROVIDE 1-1/2" x 3/16"
WALLSCHEDULE
4.
RADIUS AS REQ'D
BEAM. ATTACHED PER
11
All Mill 0/1UMM" M
THICK WASHER W/ EA.
KlAll lKit' OfIUMMIll M
TBD BY BUILDER
(FASTENING) ARE MET
-1 .0
< Z - -
TOP CHORD VARIES
5.
ANCHOR. (11 st BOLT TO
0
Z
ROWS OF Eld NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S
TRUSS WEBS NOT
OR TITEN HID @ 32"
(2) 2x #2 SYP SEE PLAN
BE 8" MAX, ABV. CURB,
0
I
0 w z (0
U) F- - i:: -
U) 0� z 0� a 0
(2) 2x #2 SYP SEE PLAN
FOR BEAM SIZE
O.C. & 6" FROM EACH
FOR BEAM SIZE (ONLY
IF OPENING PROVIDED
REST EQ. SPACED
7)
(/5
< o 0 ua) : 5 mo
c ix_: 2, L U L U " 5
0
-24" O.C.)
PT BASE PLATE
D03� BEARING/ SHEARWALL CONNECTION TO CMU
(2) 2x TOP PLATE
TYPICAL TIE BEAM wl
3000 psi CONC. w/(1) #5
REBAR CONT.
STD HOOK
2x P.T. STUD
TYPICAL FILLED CELL
w/ 3000 psi CONC. w/(1)
#5 REBAR VERT.
VERIFY w/ PLAN FOR
REQ'D LOCATIONS
CMU WALL PER PLAN
(4) EQ. SPACED
2
TITEN HID ANCHORS w/
MIN. 1 41" EMBED. FOR
HOLLOW BLOCK OR 3
1" EMBED. FOR SOLID
2
BILK. MAX. 6" FROM
TOP & BOTTOM OR "' x
4
4" TITENS w/ WASHERS
6" FROM TOP AND
BOTTOM AND 12" O.C.
OTHERWISE.
NOTE: THIS DETAIL APPLIES TO THE
FOLLOWING CONDITIONS:
(1) EXTERIOR FRAME WALL TO CMU
(2) INTERIOR FRAME SHEAR WALL TO CMU
(3) INTERIOR LOAD BEARING FRAME WALL TO
CMU WALL. SEE BEARING WALL SCHEDULE FOR
CONNECTION INFORMATION,
1/2"=1'-O" 3/4"=1 i-011
LINTEL (SEE PLAN) SEE TYPICAL HEADER SHEATHING PER PLAN
FRAMING DETAILS FOR TYP. TRUSS TO FRAME
7/16" O.S.B. EA. SIDE ADDITONAL CONNECTION PER
INFORMATION STD. CONNECTOR
(HEADER CAN BE
cl_ru=Dll0cl=_rn0 NOTES
DOWNSET) FRAME OUT TO BLOCK
EDGE AS REQ'D
2x W/ (2) 16d TOE NAILS
EACH END
2x BUCK DETAIL
(3) 16d COMMON
3/4"=11-0"
v
IF A/C IS SUSPENDED
(2) 2x PLATE
NAILS (TYP.)
2x BLK'G. TO O.S.B. W/
ARCH PER ELEV
(2) 2x TOP PLATE
TYP. TRUSS TO FRAME
(2) - 8d EACH END
END
VIEW w/ CMU
- 0
I
HEADER (SEE PLAN)
WALL WITH STUDS @
I
-------- - 7/16" O.S.B. EA. SIDE
kARCH PER ELEV
ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK
2x BLK'G. TO O.S.B. W/
16" O.C. W/
(2) - 8d EACH END
I= KIn
\/11=\A/ wl \Alr)r)n
DOWNSET) FRAME OUT TO BLOCK
EDGE AS REQ'D
2x W/ (2) 16d TOE NAILS
EACH END
2x BUCK DETAIL
(3) 16d COMMON
3/4"=11-0"
v
IF A/C IS SUSPENDED
(2) 2x PLATE
NAILS (TYP.)
cy)
ci
HEADER PER
(2) 2x TOP PLATE
TYP. TRUSS TO FRAME
KNEEWALL AT DOWNSET BEAM
LOCATION
2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW,
- 0
MIN. 2x4 SPIF #2 KNEE
Z
WALL WITH STUDS @
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS
DOWNSET) FRAME OUT TO BLOCK
EDGE AS REQ'D
2x W/ (2) 16d TOE NAILS
EACH END
2x BUCK DETAIL
(3) 16d COMMON
3/4"=11-0"
v
IF A/C IS SUSPENDED
(2) 2x PLATE
NAILS (TYP.)
cy)
ci
SHEATHING PER PLAN
(2) 2x TOP PLATE
TYP. TRUSS TO FRAME
KNEEWALL AT DOWNSET BEAM
MIN. 2x4 SPF #2 KNEE
2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW,
- 0
MIN. 2x4 SPIF #2 KNEE
Z
WALL WITH STUDS @
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS
z
WALL WITH STUDS @
ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK
2x4 SPF CONT.
16" O.C. W/
(2) 2x #2 SYP SEE PLAN
16" O.C. W/
BLOCKING ATTACH TO
STRUCTURAL
DOUBLE TOP PLATE
FOR BEAM SIZE
STRUCTURAL
NOTES
SHEATHING ON BOTH
THIS CASE.
COMMON TRUSS PER PLAN OR CONV. FRAMING w/
SHEATHING ON BOTH
7/16" OSB W/ (2) 8d
SIDES FROM TOP OF
FRAME OUT TO BLOCK
C)
SIDES FROM TOP OF
NAILS
WALL TO BOTTOM OF
U)
BUILDER FRAME
WALL TO BOTTOM OF
7/16" OSB EACH SIDE,
BEAM. ATTACHED PER
4.
RADIUS AS REQ'D
BEAM. ATTACHED PER
11
All Mill 0/1UMM" M
OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS
KlAll lKit' OfIUMMIll M
I-
r'MC-k,/'XO I LIN I CL r -r -r-% Lu
PLAN
(2) 2x PT BUCKS w/ 1/2"
O.S.B. BETWEEN
IF DBL. NAILER IS
USED, USE 1/4" x 4-1/2"
TAPCONS; SEE NOTES
CnD Q0Ar'1K1r'_
ATTACHMENT REQUIREMENTS <
Q
SIZE TAPCONS SPACING ROWS
2x4 3/16" x 3" 12" O.C. 1
2x6 3/16" x 3" 12" O.C.
2x8 3/16" x 3" 12" O.C.
VVY Eld NAILZ:� U(V -it) U.U. Im L_ 1_-K I OTHERWISE SP2 CLIPS
TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS I MASONRY WALL
2x BUCKS, AT TOP AND SP1 CLIPS
AT BASE ARE
REQUIRED
3/4"=11-0"
v
IF A/C IS SUSPENDED
FASTEN PT 2x NAILER
uj
cy)
ci
SHEATHING PER PLAN
TO MASONRY NOTES:
TYP. TRUSS TO FRAME
KNEEWALL AT DOWNSET BEAM
1 .
2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW,
- 0
_j
Z
FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6"FROM
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS
z
BELOW AND CONNECT w/ HTS20 @ 32" O.C.
ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK
<
0
2.
BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT,
CONNECTION PER
NAIL SCAB TO TOP
DOUBLE TOP PLATE
STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN
H3, H4, OR H5 @ EA. END OF TRUSS OR
NOTES
RAFTER
THIS CASE.
COMMON TRUSS PER PLAN OR CONV. FRAMING w/
" .0 P.0.90
3.
ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x
FRAME OUT TO BLOCK
C)
NOTES
BUCKED OPENING, USE (3) ROWS OF 1 Od x 3" NAILS STAGGERED @ 12"
,_
14&
U)
NAILED @ 6'l O.C. STAGGERED
O.C. @ EACH SUCCESSIVE BUCK
'..
Lu
4.
MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
m
C)
(1) 2x OR (2) 2x BUCK
OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS
TBD BY BUILDER
(FASTENING) ARE MET
-1 .0
< Z - -
TOP CHORD VARIES
5.
ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2)
0
Z
ROWS OF Eld NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S
TRUSS WEBS NOT
OR TITEN HID @ 32"
(2) 2x #2 SYP SEE PLAN
SPECS
0
_j
0 w z (0
U) F- - i:: -
U) 0� z 0� a 0
(2) 2x #2 SYP SEE PLAN
FOR BEAM SIZE
O.C. & 6" FROM EACH
FOR BEAM SIZE (ONLY
IF OPENING PROVIDED
VVY Eld NAILZ:� U(V -it) U.U. Im L_ 1_-K I OTHERWISE SP2 CLIPS
TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS I MASONRY WALL
2x BUCKS, AT TOP AND SP1 CLIPS
AT BASE ARE
REQUIRED
3/4"=11-0"
v
IF A/C IS SUSPENDED
Lu
ry.
%
0) *0
uj
cy)
ci
SHEATHING PER PLAN
STRU TURAL
TYP. TRUSS TO FRAME
KNEEWALL AT DOWNSET BEAM
SHEATHING
IF NO WEB IS PRESENT
- 0
_j
Z
CONNECTION PER
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS
TYP TRUSS TO FRAME
BELOW AND CONNECT w/ HTS20 @ 32" O.C.
f
<
LENGTH OF
STD. CONNECTOR
SHEARWALL
CONNECTION PER
NAIL SCAB TO TOP
DOUBLE TOP PLATE
CHORD WITH (3) 10d
H3, H4, OR H5 @ EA. END OF TRUSS OR
NOTES
RAFTER
STD. CONNECTOR
COMMON TRUSS PER PLAN OR CONV. FRAMING w/
" .0 P.0.90
w
BETWEEN TRUSSES
FRAME OUT TO BLOCK
TOENAILED TO
NOTES
DOUBLE TOP PLATE w/
00
z
NAILED @ 6'l O.C. STAGGERED
EDGE AS REQ'D
1/4"=V-01. NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE
FRAME OUT TO BLOCK
EDGE
BOTTOM CHORD
_L4_1L
DOUBLE TOP PLATE
m
0
_j
LL
STANDARD TRUSS
PLAN
(D
-1 .0
< Z - -
TOP CHORD VARIES
1/2" x 8" ANCHOR BOLT
(2) 2x TOP PLATE
0
Z
(J 0 0� 0�
�- 0 0 co
TRUSS WEBS NOT
OR TITEN HID @ 32"
(2) 2x #2 SYP SEE PLAN
0
_j
0 w z (0
U) F- - i:: -
U) 0� z 0� a 0
(2) 2x #2 SYP SEE PLAN
FOR BEAM SIZE
O.C. & 6" FROM EACH
FOR BEAM SIZE (ONLY
IF OPENING PROVIDED
7)
(/5
< o 0 ua) : 5 mo
c ix_: 2, L U L U " 5
0
END
z
Z =1 U) �- z E
2x4 #2 SYP CROSS
PLAN, 24" O.C. MAX
PER PLAN)
0
< < Lu Z 0
w u- 3: 0 =
0 0
BRACING (AT 45') W/
ROOFING MATERIAL
MiN. 2x4 SPF #2 KNEE
CID
w
0
F_� U5 -
C-4
(3) 12d NAILS TO RAT
2x PT BOTTOM
WALL w/ STUDS @ 16"
LL LU
RUNS. TYP EACH SIDE
PLATE
O.C. w/ STRUCTURAL
Lu
c;
z
z
0
CONDENSATE
FOR CONNECTION
SHEATHING FROM
vi
c
0
0
>
DISPOSAL BY A/C
PRECAST LINTEL OR
TOP OF WALL TO
.2
SUPPLIER
KNOCK OUT COURSE
BOTTOM OF WALL.
cu
TOP OF MASONRY
ATTACHED PER
w
CONNECTION TO BE
NAILING SCHEDULE
VVY Eld NAILZ:� U(V -it) U.U. Im L_ 1_-K I OTHERWISE SP2 CLIPS
TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS I MASONRY WALL
2x BUCKS, AT TOP AND SP1 CLIPS
AT BASE ARE
REQUIRED
6F01 DORMER FRAMING DETAIL
IF REQ'D, PROVIDE
CLOSURE WALL w/
SINGLE TOP AND BASE
PLATE w/ (2) 16d NAILS
TO TRUSS. STUDS @
24" O.C. & EXT.
SHEATHING INSTALLED
PER NAILING PATTERN
CRICKET AS REQUIRED
MAIN SPAN ROOF
TRUSS
UPLIFT CONNECTOR
(SEE SCHEDULE)
MASONRY WALL PER
PLAN
3/4"=11-0"
v
IF A/C IS SUSPENDED
CHORD WITH (4) 1 Od
2x STUDS @ 16" O.C. FOR KNEE WALL
NAILS
LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT
ADD 2x4 VERTICAL
AFO)\
KNEEWALL AT DOWNSET BEAM
K:��
IF NO WEB IS PRESENT
6F01 DORMER FRAMING DETAIL
IF REQ'D, PROVIDE
CLOSURE WALL w/
SINGLE TOP AND BASE
PLATE w/ (2) 16d NAILS
TO TRUSS. STUDS @
24" O.C. & EXT.
SHEATHING INSTALLED
PER NAILING PATTERN
CRICKET AS REQUIRED
MAIN SPAN ROOF
TRUSS
UPLIFT CONNECTOR
(SEE SCHEDULE)
MASONRY WALL PER
PLAN
BUILDER FRAME A I I Ut' ANU 6t] ULIFZ) CC
m
RADIUS AS REQ'D AT BASE ARE REQ'D 0
KNEEWALL AT UPSET BEAM ffi`F�0 KNEEWALL OVER MASONRY WALL
3/4"=11-011
PERP. SHEARWALL CONNECTION TO TRUSS (T�B01 A/C IN TRUSSES
3/4"=11-0"
PRE -MANUFACTURED
CHIMNEY CAP
TOP OF CHIMNEY MIN
2'-0" ABOVE A POINT
WITHIN 10'-0" OF THE
NEAREST ROOF
(1) SPH4 EVERY
OTHER STUD TO
DOUBLE TOP PLATE
2x4 VERTICAL@ 24"
O.C. MAX. w/ (4) 1 Od
NAILS TO BOTTOM
CHORD & (3) 10d NAIL!
TO TOP CHORD; NOTE
IF WALL HEIGHT IS
BETWEEN 4FT & 8FT,
USE 2x6 SYP #2 STU D�
GALVANIZED FLASHIN
2x4 BLOCKING W/ (2)
16d COMMONS END
NAILED TO VERTICAL
2x4's
MEMMMI�
3/4"=l' -O"
3/4"=11-0"
NAIL SCAB TO TOP
IF A/C IS SUSPENDED
CHORD WITH (4) 1 Od
2x STUDS @ 16" O.C. FOR KNEE WALL
NAILS
LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT
ADD 2x4 VERTICAL
ROOF SHEATHING FOR STRAP
SCAB IN EACH TRUSS
CONT. ROOF SHEATHING NAIL PER PLAN
IF NO WEB IS PRESENT
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END
TO TOP CHORDS OF TRUSSES BELOW WHEN
(3) 10d NAILS TYPICAL
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS
AT EACH TRUSS
BELOW AND CONNECT w/ HTS20 @ 32" O.C.
2x4'X'BRACE ACROSS
PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW
LENGTH OF
2x PLATES OVER ROOF DECK PER VALLEY
SHEARWALL
FRAMING DETAIL
NAIL SCAB TO TOP
DOUBLE TOP PLATE
CHORD WITH (3) 10d
H3, H4, OR H5 @ EA. END OF TRUSS OR
<8SIMPSON
>
RAFTER
COMMON TRUSS PER PLAN OR CONV. FRAMING w/
2x4 BLOCKING
STRUCTURAL SHEATHING PER PLAN AND ROOF
BETWEEN TRUSSES
FINISH PER ARCHSFIN
TOENAILED TO
CURVED ROOF TRUSSES PER PLAN OR CURVED
DOUBLE TOP PLATE w/
RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING
I Old NAILS @ 4" 0. C.
NAILED @ 6'l O.C. STAGGERED
NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D
1/4"=V-01. NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE
TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED.
BUILDER FRAME A I I Ut' ANU 6t] ULIFZ) CC
m
RADIUS AS REQ'D AT BASE ARE REQ'D 0
KNEEWALL AT UPSET BEAM ffi`F�0 KNEEWALL OVER MASONRY WALL
3/4"=11-011
PERP. SHEARWALL CONNECTION TO TRUSS (T�B01 A/C IN TRUSSES
3/4"=11-0"
PRE -MANUFACTURED
CHIMNEY CAP
TOP OF CHIMNEY MIN
2'-0" ABOVE A POINT
WITHIN 10'-0" OF THE
NEAREST ROOF
(1) SPH4 EVERY
OTHER STUD TO
DOUBLE TOP PLATE
2x4 VERTICAL@ 24"
O.C. MAX. w/ (4) 1 Od
NAILS TO BOTTOM
CHORD & (3) 10d NAIL!
TO TOP CHORD; NOTE
IF WALL HEIGHT IS
BETWEEN 4FT & 8FT,
USE 2x6 SYP #2 STU D�
GALVANIZED FLASHIN
2x4 BLOCKING W/ (2)
16d COMMONS END
NAILED TO VERTICAL
2x4's
MEMMMI�
3/4"=l' -O"
3/4"=11-0"
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
COMPANY
(3) 10d NAILS TYPICAL
AT EACH TRUSS
2x4'X'BRACE ACROSS
z
LENGTH OF
ATTACH PER NAILING
SHEARWALL
NAIL SCAB TO TOP
2x4 #2 SYP RAT RUN
CHORD WITH (3) 10d
TOP AND BOTTOM MI
NAILS
(2) BAYS PAST A/C
LOCATION. MIN (3) BA
2x4 BLOCKING
LAP W/ (2) 16d NAILS
BETWEEN TRUSSES
TO EACH TRUSS. TYP
TOENAILED TO
EACH SIDE
DOUBLE TOP PLATE w/
I Old NAILS @ 4" 0. C.
STANDARD TRUSS -
TRUSS PER PLAN
BOTTOM CHORD
_L4_1L
DOUBLE TOP PLATE
cid
FRAMED WALL PER
STANDARD TRUSS
PLAN
BUILDER FRAME A I I Ut' ANU 6t] ULIFZ) CC
m
RADIUS AS REQ'D AT BASE ARE REQ'D 0
KNEEWALL AT UPSET BEAM ffi`F�0 KNEEWALL OVER MASONRY WALL
3/4"=11-011
PERP. SHEARWALL CONNECTION TO TRUSS (T�B01 A/C IN TRUSSES
3/4"=11-0"
PRE -MANUFACTURED
CHIMNEY CAP
TOP OF CHIMNEY MIN
2'-0" ABOVE A POINT
WITHIN 10'-0" OF THE
NEAREST ROOF
(1) SPH4 EVERY
OTHER STUD TO
DOUBLE TOP PLATE
2x4 VERTICAL@ 24"
O.C. MAX. w/ (4) 1 Od
NAILS TO BOTTOM
CHORD & (3) 10d NAIL!
TO TOP CHORD; NOTE
IF WALL HEIGHT IS
BETWEEN 4FT & 8FT,
USE 2x6 SYP #2 STU D�
GALVANIZED FLASHIN
2x4 BLOCKING W/ (2)
16d COMMONS END
NAILED TO VERTICAL
2x4's
MEMMMI�
3/4"=l' -O"
3/4"=11-0"
ROOF SHEATHING
z
ATTACH PER NAILING
0
SCHEDULE
<
(/)
q
w
uj
cid
uj 0 ill E
z 'u-) -
STANDARD TRUSS
(D
-1 .0
< Z - -
TOP CHORD VARIES
0
Z
(J 0 0� 0�
�- 0 0 co
TRUSS WEBS NOT
_j
0 w z (0
U) F- - i:: -
U) 0� z 0� a 0
SHOWN FOR CLARITY
7)
(/5
< o 0 ua) : 5 mo
c ix_: 2, L U L U " 5
0
PRE-ENG.TRUSS PER
z
Z =1 U) �- z E
2x4 #2 SYP CROSS
PLAN, 24" O.C. MAX
0
< < Lu Z 0
w u- 3: 0 =
0 0
BRACING (AT 45') W/
ROOFING MATERIAL
w
0
F_� U5 -
C-4
(3) 12d NAILS TO RAT
PER ARCHS
LL LU
RUNS. TYP EACH SIDE
<> SEE FRAMING PLAN
Lu
Z
z
0
CONDENSATE
FOR CONNECTION
UJ
0
DISPOSAL BY A/C
INFO
SEE ELEVATION
SUPPLIER
TOP OF MASONRY
w
CONNECTION TO BE
SUPPLIED BY A/C
SEE ARCH PLANS FOR
COMPANY
OVERHANGINFO
(2) 2x4 #2 SYP
01
BLOCKING W/ SIMPSON
RE. ELEV.
A34 OR LUS24-2 EACH
FOR O.H.
END
TYP. SINGLE TIE -BEAM
W/ (1) #5 CONT.
GROUT SOLID
CHIMNEY FRAMING DETAIL
3/4"=11-0"
U)
�2 0
FLUE PER MANUF. ry LL.
SPECS W/ 2" MIN. WINDOW PER 00
CLEAR BETWEEN FLUE FLOOR PLAN z 04
&FRAME 0
Z 0
GALVANIZED FLASHING 0 Z _j
PRECAST CONC. OR <
EXT. SHEATHING POWERS STEEL SILL Ld
ATTACHED PER TYP. @ ALL WINDOWS co �e
NAILING SCHEID. Lc) 0
0 Ln
2x4 FRAMED CRICKET C.4
EXT FINISH PER PLAN
W/ GALVANIZED w - -
FLASHING 0 _j z
Lu _j W W
,, >- a 0
MAIN FLOOR OL 1, 0 < 0
(4) 16d COMMONS ELEV 0'-0"
NAILED @ EACH END
CONIC. SLAB -
SEE FOUNDATION VERT REINF. BEYOND
2x4 BLOCKING W/ (2) PLAN FOR MORE INFO
I I FE 11 DRAFTING;
16d COMMONS END
NAILED TO VERTICAL MASONRY WALL PER -STRUCT: TNT
2x4's PLAN QG CHECK: MRB
SEE FOUNDATION
DETAILS FOR FTG INFO JOB No. TM - 2153195
TRUSS PER PLAN SCALE: AS INDICATED
DATE: 10/12/2016
A_S_0'� TYPICAL ONE STORY CMU WALL SECTION
3/4"=1 1-01, SD2
SIMPSON HGA10 @ 48"
O.C.
SHEATHING NOT REQ'D
TO BE CONT. @ THE
TRANSITION FROM
BEAM TO GABLE
TRUSS
SIMPSON H10A BEAM PER PLAN
DIAGONAL TO BEAM
BEAM CONNECTION
SIMPSON I
DIAGONAL
PLATE
SIMPSON HGAl I @ 48"
CONTRACTOR TO FIELD VERIFY WHICH
O.C.
NOTE: ALL GABLE
A
BRACING IS TO BE
v SHEATHING NOT REQ'D
SYP#2 OR 13ETTER
TO BE CONT. @ THE
9'-4" < H 614'-0"
TRANSITION FROM
A35 DIAGONAL TO
STRONGBACK W/ (2) 2x4 BRACE
C=
WALL TO GABLE
TRUSS BOT. CHORD,
GABLES w/ OUTLOOKERS @ 24" O.C.
TRUSS
2x4 BLOCKS, (2) 16d
10d COMMON NAILS @
DOUBLE 2x TOP PLATE
WASHERS (MIN. 7
2x4 SYP #2 BLOCKING,
FASTEN SIDE WALL
CLG. NAILING SURFACE
L41 EMBED) MIN. 6" FROM
SHEATHING PER PLAN.
-------
2x FASCIA w (2) 16d
EACH END AND 32" O.C.
24" O.C. FOR FALSE BM
, ILS BRACE
SEE ELEV. FOR
TO BLOCKING
ATTACHMENT w/ (3) 1 Od
EXT. SHEATHING;
SDS SCREWS TO TOP
0
z
ATTACH PER PLAN
U)
PROVIDE 16d NAILS
FRAME WALL CONNECTION
w
r)
PROVIDE 2x4 BRACE —
TO EA. ADJ. DIAG.
FASTEN TO DIAG. w/(2)
16d NAILS.
I I I
GABLE BRACING @ 48"
O.C. NOT REG'D 6'
FROM EAVES
GABLE BRACING CHART
CONTRACTOR TO FIELD VERIFY WHICH
GABLE BRACING
UP TO 4'-8"
CONDITION IS REQUIRED. CONTACT EOR
w
(1) 2x4 BRACE
FOR ADDITIONAL INFO AS REQ'D
(2) 2x4 BRACE (SEE SECTION A -A)
9'-4" < H 614'-0"
SIMPSON A23 @ EACH
A35 DIAGONAL TO
STRONGBACK W/ (2) 2x4 BRACE
C=
BRACE TO PLATE
TRUSS BOT. CHORD,
GABLES w/ OUTLOOKERS @ 24" O.C.
3 1/4" HOLD 1/2" J -BOLTS wl
2x4 BLOCKS, (2) 16d
10d COMMON NAILS @
PT 2x8 PLT., CANT. FOR
WASHERS (MIN. 7
2x4 SYP #2 BLOCKING,
MAX 2'-0" O.H.
CLG. NAILING SURFACE
L41 EMBED) MIN. 6" FROM
2x4 SYP #2 BRACING @
-------
2x FASCIA w (2) 16d
EACH END AND 32" O.C.
24" O.C. FOR FALSE BM
LLJ
SEE ELEV. FOR
MAX.
ATTACHMENT w/ (3) 1 Od
Lu
r
SDS SCREWS TO TOP
0
z
TOENAILS EA. END
U)
PROVIDE 16d NAILS
r E0
w
r)
GABLE END TRUSS TO
<
2x TOP PLATE TO
U-
PLT.@12" O.C. MAX.
w
77
GABLE END W/ 16d
FRAMING (OR PRE -ENG
VALLEY TRUSSES) TO
OUTLOOKER
U)
NAILS @ 6" O.C.
(2) 16d TOE NAILS
0
FRAMING FOR FALSE
NAILS INTO TOP PLATE
CMU WALL OR LINTEL ---------------
— Y_
HGA10KT @ 32" O.C.
BEAM, IF REQ'D w/ (3)
EA.DIAG. AS SHOWN.
BELOW
SIMPSON H2.5(TYP.)
10d NAILS @ EA. TRUSS
W/ (2) 12d END NAILS
BRACE TO LEDGER
BRACE
TIE BEAM COURSE w/ (1)
2x4 STUDS @ 24" O.C. w/
(4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D)
H2.5 CLIP. MAX 2'-0" O.H.
#5 CONT.
SINGLE BASE & TOP
@ EACH END
PLATE w/ PLYWOOD FALSE BM PER PLAN
SHEATHING COVERING IF REQ'D
CMU
WALL CONNECTION
CLEAR SPAN CONNECTION
***NOTE: REFER
TO DETAIL GE02 THIS
PAGE FOR GABLE BRACING***
(5)16d NAILS BRACE
PROVIDE 2x4 BRACE —
TO EA. ADJ. DIAG.
FASTEN TO DIAG. w/(2)
16d NAILS.
I I I
GABLE BRACING @ 48"
O.C. NOT REG'D 6'
FROM EAVES
GABLE BRACING CHART
WHERE O.H. IS > V-0", DROP
GABLE BRACING
UP TO 4'-8"
NO BRACE REQUIRED
w
(1) 2x4 BRACE
7'-0" < H:6 9'-4"
(2) 2x4 BRACE (SEE SECTION A -A)
9'-4" < H 614'-0"
STRONGBACK W/ (1) 2x4 BRACE
14'-0" < H:61 8'-8"
STRONGBACK W/ (2) 2x4 BRACE
C=
>< REQ'D, SEE CHART
(AS SHOWN)
GABLES w/ OUTLOOKERS @ 24" O.C.
V-0" MAX PLYOOD CANT. O.H.
2x4 BLOCKS, (2) 16d
10d COMMON NAILS @
IN CMU. OR SIMPSON
8" O.C.
2x4 SYP #2 BLOCKING,
MAX 2'-0" O.H.
U)
@ 24" O.C. W/ (2) 12d
-------
2x FASCIA w (2) 16d
2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ.
TO RUN BACK TO 1 ST COMMON
SEE ELEV. FOR
NAILS @ EA. END.
z 9
<
SDS SCREWS TO TOP
WALL SHEATHING PER
LAY 2x4 BLOCKING
END NAILS @ EA.
PLAN
2x4 #2 SYP P.T.
w
r)
BOTTOM CHORD.
BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF
TRUSS WITH (3) 12d TOENAILS.
O.H. SIZE
BLOCK ADJ. BAYS @
_Lvll
NAILS @ EACH TRUSS
FRAMING (OR PRE -ENG
VALLEY TRUSSES) TO
OUTLOOKER
AT 24" O.C.
BEARING CONDITION a CMU WALL
Nz.;Of
BLOCKING @ 24" O.C.
(2) 16d TOE NAILS
STRONGBACK IF REQ'D
NAILS INTO TOP PLATE
SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C.
CONNECT TO DROP GABLE WITH
EA.DIAG. AS SHOWN.
SHEATHING PER PLAN
SIMPSON H2.5(TYP.)
W/ (2) 12d END NAILS
BRACE TO LEDGER
END NAILS TO TRUSS
(4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D)
H2.5 CLIP. MAX 2'-0" O.H.
FASTEN ROOF
@ EACH END
DOWNFOR
SHEATHING TO
BLOCKS w/8d NAILS
V-13" MAX PLYWOOD CANT. O.H.
SEE ELEV. FOR
(5)16d NAILS BRACE
2x4'S @ 24" O.C.
9" MAX'
OUTLOOKER
TRUSS PER PLAN
2x4 LEDGER W/ (2) 1 Od
TO BLOCKING
TRUSS PER PLAN
@ 6" O.C.
O.H. SIZE
NAILS @ EACH WEB
AF
GABLE END
REQ -D. MIN (1) JACK &
-
z
EXTERIOR SHEATHING.
CONT. 2x4
PROVIDE 2x4 BRACE
(1) KING STUD w/ SIMPS.
SHEATHING FASTEN
TRUSS PER PLAN
ATTACH PER PLAN
d
GABLE END
TO EA. ADJ. DIAG.
WHERE O.H, IS > V-0",
PER PLAN
>
FROM TOP OF WALL
VARIES
n
STUDS TYP. BASE
SHEATHING FASTEN
PER PLAN.
FASTEN TO DIAG.w/(2)
16d NAILS.
-7
—2x4 DIAGONAL BRACE
SPLICE AS REQ'D
w
DROP END GABLE w/
TO BOTTOM
RAKED DOUBLE TOP
CONNECTION
Wj
2x8 #2 SPF STUDS AT
PLATE
@ 48" O.C. TO 3RD
OUTLOOKERS @ 24"
16" O.C.
CEILING NAILER AS
1/2" x 8" J -BOLT @ 32"
DTC CLIP, (2) 8d NAILS
NOTE: PROVIDE ADDIT'L
REQ'D
O.C. AND 6" FROM EA.
INTO BLOCKING, (2)
BAY REQ'D w/
2x8 #2 SYP PT. BASE
O.C. TO RUN BACK TO
z
0
2x8 #2 SPF STUDS @
END wl NUT & WASHER
MASONRY WALL OR
3/16" x 2 3/4" TAPCON s
LINTEL SEE PLAN
PLATE W/ 1/2" x 8"
PER HIB -91 &TRUSS
16" O.C. TYP.
MSTAM-24 TYP. EA.
LINTEL SEE PLAN
IN CMU. OR SIMPSON
STRONGBACK, SEE
MANU.'S DRAWINGS;
1 ST COMMON TRUSS
SIDE OF EA. STUD.
META16
TITEN HD @ 32" O.C. &
CEILING GYP. BD. IS
2x8 #2 SYP PT BASE
CENTERED BETWEEN
6" FROM EACH END
NOT A DIAPHRAGM
CHART
'-----GABLE
FRAME AND CMU SEE
WALL SPLICE DETAIL
STD
WITH (3) 12d TOENAILS.
VAULTED
CONDITION @ CMU
CMU WALL PER PLAN
FOR REQ'D FLASHING
(I GABLE END @ VAULTED CEILING
BRACING
CONNECT TO DROP
(ZARI P WITIA W9 1; r-1 IP
CL
PROVIDE 2x4 BRACE —
TO EA. ADJ. DIAG.
FASTEN TO DIAG. w/(2)
16d NAILS.
I I I
GABLE BRACING @ 48"
O.C. NOT REG'D 6'
FROM EAVES
GABLE BRACING CHART
H
GABLE BRACING
UP TO 4'-8"
NO BRACE REQUIRED
4'-8" < H.,6 7'-0"
(1) 2x4 BRACE
7'-0" < H:6 9'-4"
(2) 2x4 BRACE (SEE SECTION A -A)
9'-4" < H 614'-0"
STRONGBACK W/ (1) 2x4 BRACE
14'-0" < H:61 8'-8"
STRONGBACK W/ (2) 2x4 BRACE
SEE GABLE
CONNECTION DETAIL
FOR REQ'D
CONNECTIONS
2x4 ATTACHED TO EA. -
GABLE 2x4 BRACE WITH
(2) 10d NAILS
2x4 BRACE IF REQ'D
SPAN 2'-0") w/ (2) 16d 21-01, M
SEE CHART.
RIDGE BOARD W/ A35
10d COMMON NAILS
(1) A23 FROM
@ 6" O.C.
STRONGBACKTO
DIAGONAL
GABLE VERTICAL
DTC CLIP, (2) 8d NAILS
2ND 2x4 BRACE IF
C=
>< REQ'D, SEE CHART
(AS SHOWN)
A -A GABLE VERTICAL BRACING
2x6
TO STUD)
10d COMMON NAILS @
IN CMU. OR SIMPSON
8" O.C.
(GE01� GABLE END @ FLAT CEILING CONNECTIONS GABLE END BRACING
3/4"=11-0" T 3/4"=11_011
2x4 BLOCKING@ EA. PROVIDE 2x BLOCKING
OUTLOOKER (MAX. FOR NAILING 4X-+ DLvII,.,r\lIJ%,i k4) I
ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED
45'
PLAN
SPAN 2'-0") w/ (2) 16d 21-01, M
STUD TOP & BOTTOM
RIDGE BOARD W/ A35
EACH END.AT 24" O.C.
ROOF SHEATHING
GABLE BRACING @ 48"
END NAILS EA. END
(TYP.) (END NAIL PLTS.
DTC CLIP, (2) 8d NAILS
RAFTER TO OPP SIDE
C=
PER PLAN
(AS SHOWN)
3/16" x 2 3/4" TAPCONS
TO STUD)
FOR NAILING
IN CMU. OR SIMPSON
TRUSS PER PLAN
2x4 SYP #2 BLOCKING,
MAX 2'-0" O.H.
U)
@ 24" O.C. W/ (2) 12d
-------
2x FASCIA w (2) 16d
SHEATHING PER PLAN
END.
DTC CLIP, (2) 8d NAILS
z 9
6'FROM EAVES.
SDS SCREWS TO TOP
WALL SHEATHING PER
LAY 2x4 BLOCKING
END NAILS @ EA.
PLAN
2x4 #2 SYP P.T.
w
r)
BOTTOM CHORD.
FASTEN CONV. 2x
INTO BLOCKING, (4) 8d
2x4 OUTLOOKER @ 24"
VALLEY RAFTER
_Lvll
NAILS @ EACH TRUSS
FRAMING (OR PRE -ENG
VALLEY TRUSSES) TO
OUTLOOKER
AT 24" O.C.
BEARING CONDITION a CMU WALL
Nz.;Of
BLOCKING @ 24" O.C.
(2) 16d TOE NAILS
STRONGBACK IF REQ'D
NAILS INTO TOP PLATE
O.C. MAX. w/ (2) 16d
CONT. 2x4
SIMPSON H2.5(TYP.)
W/ (2) 12d END NAILS
BRACE TO LEDGER
END NAILS TO TRUSS
PER CHART
HOLD WALL 3-1/2"
@ EACH END
DOWNFOR
(5)16d NAILS BRACE
2x4'S @ 24" O.C.
9" MAX'
OUTLOOKER
TRUSS PER PLAN
2x4 LEDGER W/ (2) 1 Od
TO BLOCKING
TRUSS PER PLAN
HEADER PER PLAN IF
NAILS @ EACH WEB
AF
GABLE END
REQ -D. MIN (1) JACK &
-
z
EXTERIOR SHEATHING.
PROVIDE 2x4 BRACE
(1) KING STUD w/ SIMPS.
SHEATHING FASTEN
TRUSS PER PLAN
ATTACH PER PLAN
d
GABLE END
TO EA. ADJ. DIAG.
PER PLAN
>
FROM TOP OF WALL
VARIES
n
STUDS TYP. BASE
SHEATHING FASTEN
PER PLAN.
FASTEN TO DIAG.w/(2)
16d NAILS.
-7
SPLICE AS REQ'D
w
TO BOTTOM
RAKED DOUBLE TOP
CONNECTION
PLAN
SPAN 2'-0") w/ (2) 16d 21-01, M
STUD TOP & BOTTOM
RIDGE BOARD W/ A35
EACH END.AT 24" O.C.
ROOF SHEATHING
GABLE BRACING @ 48"
END NAILS EA. END
(TYP.) (END NAIL PLTS.
DTC CLIP, (2) 8d NAILS
RAFTER TO OPP SIDE
C=
PER PLAN
(AS SHOWN)
3/16" x 2 3/4" TAPCONS
TO STUD)
FOR NAILING
IN CMU. OR SIMPSON
TRUSS PER PLAN
2x4 SYP #2 BLOCKING,
META16 AT 24" O.C.
FASTEN SYP OR SPF
@ 24" O.C. W/ (2) 12d
-------
2x FASCIA w (2) 16d
SHEATHING PER PLAN
END.
DTC CLIP, (2) 8d NAILS
z 9
6'FROM EAVES.
SDS SCREWS TO TOP
WALL SHEATHING PER
LAY 2x4 BLOCKING
END NAILS @ EA.
PLAN
2x4 #2 SYP P.T.
TRUSS BELOW
BOTTOM CHORD.
FASTEN CONV. 2x
INTO BLOCKING, (4) 8d
2x4 OUTLOOKER @ 24"
VALLEY RAFTER
_Lvll
NAILS @ EACH TRUSS
FRAMING (OR PRE -ENG
VALLEY TRUSSES) TO
OUTLOOKER
AT 24" O.C.
BEARING CONDITION a CMU WALL
Nz.;Of
BLOCKING @ 24" O.C.
(2) 16d TOE NAILS
NAILS INTO TOP PLATE
O.C. MAX. w/ (2) 16d
SIMPSON H2.5(TYP.)
W/ (2) 12d END NAILS
BRACE TO LEDGER
END NAILS TO TRUSS
HOLD WALL 3-1/2"
@ EACH END
DOWNFOR
DOUBLE TOP PLATE
9" MAX'
OUTLOOKER
TRUSS PER PLAN
2x4 LEDGER W/ (2) 1 Od
TRUSS PER PLAN
HEADER PER PLAN IF
NAILS @ EACH WEB
REQ -D. MIN (1) JACK &
-
z
EXTERIOR SHEATHING.
(1) KING STUD w/ SIMPS.
TRUSS PER PLAN
ATTACH PER PLAN
d
LSTA18 HEADER TO
FROM TOP OF WALL
VARIES
n
STUDS TYP. BASE
-7
TO BOTTOM
RAKED DOUBLE TOP
CONNECTION
Wj
2x8 #2 SPF STUDS AT
PLATE
SHEATHING PER PLAN
16" O.C.
CEILING NAILER AS
1/2" x 8" J -BOLT @ 32"
DTC CLIP, (2) 8d NAILS
NOTE: PROVIDE ADDIT'L
REQ'D
O.C. AND 6" FROM EA.
INTO BLOCKING, (2)
MASONRY WALL OR
2x8 #2 SYP PT. BASE
BLOCKING AS REQ'D
2x8 #2 SPF STUDS @
END wl NUT & WASHER
MASONRY WALL OR
3/16" x 2 3/4" TAPCON s
LINTEL SEE PLAN
PLATE W/ 1/2" x 8"
PER HIB -91 &TRUSS
16" O.C. TYP.
MSTAM-24 TYP. EA.
LINTEL SEE PLAN
IN CMU. OR SIMPSON
ANCHOR BOLT OR
MANU.'S DRAWINGS;
SIDE OF EA. STUD.
META16
TITEN HD @ 32" O.C. &
CEILING GYP. BD. IS
2x8 #2 SYP PT BASE
CENTERED BETWEEN
6" FROM EACH END
NOT A DIAPHRAGM
PLATE
FRAME AND CMU SEE
WALL SPLICE DETAIL
STD
CONDITION @ CMU
VAULTED
CONDITION @ CMU
CMU WALL PER PLAN
FOR REQ'D FLASHING
(I GABLE END @ VAULTED CEILING
FIELD FRAMED VALLEY DETAIL
3/4"=11-0"
A
w
2x8 RIDGE BOARD
,Z, 2x6 COLLAR TIE HALF
WAY UP HEIGHT OF
VALLEY. FASTEN w/ (5)
10d COMMON NAILS @
EACH END (TYP.)
1-11,
fir-okiN Li I %_11 kz) ou
ILS INTO BLOCKING,
8d NAILS TO TOP
kTE
2x6 RAFTER TO 2x8
TRUSS PER PLAN
TRUSS PER PLAN
RIDGE BOARD W/ A35
ON (1) SIDE OF
GABLE BRACING @ 48"
RAFTER & A35 ON ADJ
TRUSS PER PLAN
DTC CLIP, (2) 8d NAILS
RAFTER TO OPP SIDE
C=
INTO BLOCKING, (2)
(AS SHOWN)
3/16" x 2 3/4" TAPCONS
2x6's @ 24" o.c. mAx.
FOR NAILING
IN CMU. OR SIMPSON
HORIZONTAL (+/- 10')
2x4 SYP #2 BLOCKING,
META16 AT 24" O.C.
FASTEN SYP OR SPF
@ 24" O.C. W/ (2) 12d
2x6 (MIN.) PLATE THRU
END NAILS @ EACH
SHEATHING PER PLAN
END.
W/ 1/4"x4-1/2" SIMPSON
z 9
6'FROM EAVES.
SDS SCREWS TO TOP
WALL SHEATHING PER
LAY 2x4 BLOCKING
CHORD OF EACH
PLAN
LINTEL PER PLAN OVER THE TOP OF THE
TRUSS BELOW
BOTTOM CHORD.
FASTEN CONV. 2x
2x WALL, SEE PLAN
ATTACH W/ (2) 1 Od
VALLEY RAFTER
_Lvll
NAILS @ EACH TRUSS
FRAMING (OR PRE -ENG
VALLEY TRUSSES) TO
STD CONDITION @ FRAME WALL
AT 24" O.C.
BEARING CONDITION a CMU WALL
Nz.;Of
2x PLATE WITH
SIMPSON MTS12 OR
LSTA12 & (5) 8d NAILS
@ EA. RAFTER TO PLT.
fiR� NON-BEARING WALL CLIP DETAIL
1/2"=11-011 1 ��� 3/4"=11_ovl
SIMPSON H10A DIAG.
TO BLOCKING
uj 0)
(y)
x
LLi oc)
0) 1_�
r u
//IIW %\ I 0f _j
II Wd SEE PLAN FOR 00 U -
1A
SUPPORT AND TIE
DOWN OF JACK
TRUSSES
PROVIDE BLOCKING
BETWEEN TRUSS BAYS 0
@ 48" O.C. FOR FIRST 3
BAYS SEE GABLE WALL PER PLAN 4.� 0
CONNECTION DETAIL cy)
(FRAME WALL SHOWN; N
FOR REQ'D
MAY ALSO BE
6
CONNECTIONS
MASONRY) Milli
ci
z
'NOTE: GABLES SPANNING LESS THAN 8'DO NOT REQUIRE BRACING*** u 0
2) >
m
�i �1` El�
0
GABLE END @ FLAT CEILING w/ BOSTON HIP
3/4"=11_011
YnD 01 ArC
A z
SEE GEOl/SD3 FOR 8d NAILS @ 4" O.C. pad U) 0,
OUTLOOKER OR CONV. FRAME OR Lu _j r- C,
cl f jz
HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER U) N
PLAN F -
SCHEDULE & NOTES < Z LL 0)
FOR ADDT'L INFO. Z 5 2 u�
0 � 0 CO
SIMPSON LSTA12 OR 0 17) � uj Z!�
R Iz- F, - cc
SP4 CONNECTORS @ 0-0
.J < 0 0 cn s mo
24"o.c. IF HEADER WITH GABLE TRUSS W w
UPLIFT SPAN 4'-6" OR Z Z 'u) I" - Wz CE'
< < < w z 0
MORE. EXT. SHEATHING; 0 u- 3: 0 7:
ATTACH PER NAILING 0 0
SCHED.
c\l
2x DOWNFRAME TO w w CJ <
U- 0
DOOR AS REQ'D (2) 16d NAILS TO EA, LLJ Z 0
COMMON TRUSS z
w 0
SIMPSON META16 @ (D
LLJ
32" O.C. GABLE TRUSS LLJ
1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF m:
EA. SIDE OF HEADER WOOD WALL TRUSS u)
(CENTERED Win 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
HEADER STUDS PER
HEADER SCHEDULE LL 00
U.N.O. ON PLANS Z C4
0
Z 0
0 Z
ATTACH JAMB STUDS cl) <
PER WF08/SD4 W
W) 0
0 in t-,
0
C4
F- W
(-) 0 Z
LU w W
D T PAcZr: D1 ATI= 0
NOTE: CONTRACTOR TO NAIL
lst KING STUD INTO HEADER
PER HEADER SCHED. THEN STRUCTURALENG: BED
ATTACH ADDIT'L KINGS AS DRAFTING:
REQ'D. SEE SCHED. FOR -STRUCT: TNT
NUMBER OF KING AND JACK
STUDS REQ'D. QC CHECK: MRB
JOB No. TM - 2153195
SCALE: AS INDICATED
DATE; 10/12/2016
TYPICAL HEADER DETAIL NOT USED
1/2"=V-0" SD3
40 _j Z
GABLE BRACING @ 48"
PROVIDE 2x BLOCKING
C=
O.C. MAX. 45o FROM
FOR NAILING
0
HORIZONTAL (+/- 10')
_j
<
BRACE NOT REQUIRED
z 9
6'FROM EAVES.
-1-011CO 011=0 01 A 1I
r u
//IIW %\ I 0f _j
II Wd SEE PLAN FOR 00 U -
1A
SUPPORT AND TIE
DOWN OF JACK
TRUSSES
PROVIDE BLOCKING
BETWEEN TRUSS BAYS 0
@ 48" O.C. FOR FIRST 3
BAYS SEE GABLE WALL PER PLAN 4.� 0
CONNECTION DETAIL cy)
(FRAME WALL SHOWN; N
FOR REQ'D
MAY ALSO BE
6
CONNECTIONS
MASONRY) Milli
ci
z
'NOTE: GABLES SPANNING LESS THAN 8'DO NOT REQUIRE BRACING*** u 0
2) >
m
�i �1` El�
0
GABLE END @ FLAT CEILING w/ BOSTON HIP
3/4"=11_011
YnD 01 ArC
A z
SEE GEOl/SD3 FOR 8d NAILS @ 4" O.C. pad U) 0,
OUTLOOKER OR CONV. FRAME OR Lu _j r- C,
cl f jz
HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER U) N
PLAN F -
SCHEDULE & NOTES < Z LL 0)
FOR ADDT'L INFO. Z 5 2 u�
0 � 0 CO
SIMPSON LSTA12 OR 0 17) � uj Z!�
R Iz- F, - cc
SP4 CONNECTORS @ 0-0
.J < 0 0 cn s mo
24"o.c. IF HEADER WITH GABLE TRUSS W w
UPLIFT SPAN 4'-6" OR Z Z 'u) I" - Wz CE'
< < < w z 0
MORE. EXT. SHEATHING; 0 u- 3: 0 7:
ATTACH PER NAILING 0 0
SCHED.
c\l
2x DOWNFRAME TO w w CJ <
U- 0
DOOR AS REQ'D (2) 16d NAILS TO EA, LLJ Z 0
COMMON TRUSS z
w 0
SIMPSON META16 @ (D
LLJ
32" O.C. GABLE TRUSS LLJ
1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF m:
EA. SIDE OF HEADER WOOD WALL TRUSS u)
(CENTERED Win 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
HEADER STUDS PER
HEADER SCHEDULE LL 00
U.N.O. ON PLANS Z C4
0
Z 0
0 Z
ATTACH JAMB STUDS cl) <
PER WF08/SD4 W
W) 0
0 in t-,
0
C4
F- W
(-) 0 Z
LU w W
D T PAcZr: D1 ATI= 0
NOTE: CONTRACTOR TO NAIL
lst KING STUD INTO HEADER
PER HEADER SCHED. THEN STRUCTURALENG: BED
ATTACH ADDIT'L KINGS AS DRAFTING:
REQ'D. SEE SCHED. FOR -STRUCT: TNT
NUMBER OF KING AND JACK
STUDS REQ'D. QC CHECK: MRB
JOB No. TM - 2153195
SCALE: AS INDICATED
DATE; 10/12/2016
TYPICAL HEADER DETAIL NOT USED
1/2"=V-0" SD3
NOTE: PIPE OR DUCT W/ 2 ROWS 10d @ 3" O.C.
PLATE LENGTHS MUST BE AT PENETRATION OF
LEAST 8'-0" LONG. TYP. MORE THAN 50% OF
TOP PLATE WIDTH
INSTALL SIMPSON 2x4 STUDS PER
PS P N 516Z W/ (12) 16d FRAMING PLAN
NAILS TYP. TOP & BOT.
DOUBLE 10d @ 3" O.C.
TOP SPLIC
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
III
T77-71-111
11 11 1
UUNUI I ]UNO
TOP PLATE W/ (4) 16d
U)
-2
PRE -ENGINEER D
NAILS ((2) ON EA. SIDE)
2x8 STUDS PER
TYP. AT ALL EXTERIOR
2xl 2 BOX HDR w/ 2x8's
TOP & BOT., 2x8 TO
ROOFTRUSS-SEE
FRAMING PLAN
CONDITIONS
(22) 10d NAILS (ALL z
CD
2x12 w/ 10d X 3" NAILS
@ 24" O.C. wl EXT.
FRAMING PLAN FOR
TOP SPLICE
BOTTOM SPLICE OVER
SHEATHING PER
BLOCKING @ 24" O.C.
L IL
DOUBLE 2x4 TOP
PLATE
OF 2x8 TO BLOCK OUT LAP SPLICE 48" Ml�
TOP PLATE ATTACH W/ ATTACH PER NAILI
(2) 10d NAILS O.C. PATTERN ON THIS
(SOLID BLOCK W/ 2x6) DETAIL
I uu
DOUBLE 2x8 TOP
PLATE TOP PLATE TRANSITION
TYPICAL TOP PLATE SPLICE @ BRG. WALL
fiF0
NOTES:
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN
2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION
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)
BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE
10d NAILS 1" EDGE 1 1/2" EDGE
1 Od x 3" COMMON
2 1/2"
z
z w
w 1 1/2" z
w
17\1 I
10dx3" COMM(
OVERLAP TOP PLATE 10d x 3" COMMON OPP. X
AT CORNER SIDE z
NAIL BOTTOM PLATE
U)
TO CORNER STUD 00
a_
PACK w/ (4) 1 Od NAILS ct)
A, -
00 10dx3" COMM(
OPP. SIDE
TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's
(2) 2x COLUMN
OF�0 TYPICAL BUILT-UP STUD COLUMN DETAIL
3/4"= 1 1-01, 1-1/2"=V-0"
2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN
3/8"
BEYOND INSTALLED VERTICALLY. (D NAIL SHEATHING AT FRAME WALL BOTTOM PLATE
(D AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING
------ 7 uju_ z
0 Q 1: (1) ROW OF 8d COMMON NAILS @ 3" O.C. W= NAIL SPACING
— — — — — — FF 1 TF IF— �y K -� � NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON Ot" 90 01", 9b
b_ 2: Z) w Q ROOF SHEATHING,
o � u- T 0
W UJ F— U) NAILS @ 3" O.C. A FASTEN PER PLAN 0
1/2"
1111 11 11-7 TI 1 1/2"
up 'y
u- COMMON NAILS @ 3" O.C.
Ir — 0/-/
0
WALL SHEATHING 0 w 0
CL 7 0 (D NAIL OPENING PERIMETER w/ (2) ROWS OF 8d
z I 1__j - c
0
ji
SPLICE, SEE SPLICE T_ NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL A 11�
— EDGES,6" O.C. U.N.O. ON PLANS 1/2" 2x4 FRAMING @ 24"
DETAIL. MAX 1/8" 2
F_ 'I 'I O.C. MAX.
OPENING SPACE BETWEEN uj uj STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d
w �- DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 Od NAILS
PANELS cn COMMON NAILS @ 3" O.C. PROVIDE (4)1 Od x3"
>_ @ 4" O.C.
3 �01 _j U) (D PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT
of 7
HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 1 Od NAILS
TYP. D 0 STUD PER PLAN
u- 0 TOP & BOTTOM @ 4" O.C.
rAROUND 2x STUDS BEYOND, SHEATHING SPLICE,
C
OPE TRUSS CONNECTIO PER -ENG TRUSSES
(D < LL VERTICAL MEMBER IF GABLE END SHEATHING & I —, 2x FASCIA PER PLAN
OPENING SEE PLAN FOR MORE of UL (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR N
INFO �_ z �- 0 PER PLAN
z
CID
BLOCKING GYPSUM WALLBOARD (2) 8d TOE NAILS TO
CMU WALL PER PLAN TRUSS CONNECTION
JOINT, MAX. 1/8" GAP LEDGER
PER PLAN
77 2X4 PT LEDGER W/
1/4" x4" TAPCONS @ 12"
NAILING PER 2x FRAME WALL PER
SCHEDULE O.C. PLAN
2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV.
FLATWISE (2) 16d O.H. SIZE O.H. S12
NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME
NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF TYPICAL SCAB OVERHANG
NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F'1
REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=11-01.
OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS
TIE
III
T77-71-111
11 11 1
3/4"=V-0"
w
wt
U)
-2
PRE -ENGINEER D
SIMPSON LSTA30 W/
3:
0
2xl 2 BOX HDR w/ 2x8's
TOP & BOT., 2x8 TO
ROOFTRUSS-SEE
2X8 #2 SPF VERTICAL
(22) 10d NAILS (ALL z
CD
2x12 w/ 10d X 3" NAILS
@ 24" O.C. wl EXT.
FRAMING PLAN FOR
0 w
0 F--
SHEATHING PER
BLOCKING @ 24" O.C.
L IL
JILL J i
WALL TO PRECAST
m
J CO
0 LL
�— 0
(n fn
w/ (2) 16d END NAILS
—111—J
—
�
— — — — ---
— — _lL
— — — — — — — — —
SEE PLAN FOR
0
Cq M.
TALLER STUD) w
1/4" x 4" TAPCONS @
2x4 #2 SYP P.T. @ EA.
CONNECTION
U- 0
16" O.C. MAX.
TRUSS w/ (4) 12d NAILS
FLOOR SYSTEM
2x BRIG WALL, SEE
U -
STAGGERED
CUT TO FIT
2x BOTTOM PLATE
PLAN FOR STUD SIZE &
ol OPENING SIZE
BEYOND SEE PLAN
SEE WALL CLIP DETAIL
SHEATHING DIAGRAM
SPACING. MIN (2) 2x
TRUSS
EXTERIOR SHEATHING SCHEDULE
FOR MORE INFO
AN FOR
SEE
3/4"= 1 1-0.1
z
CID
BLOCKING GYPSUM WALLBOARD (2) 8d TOE NAILS TO
CMU WALL PER PLAN TRUSS CONNECTION
JOINT, MAX. 1/8" GAP LEDGER
PER PLAN
77 2X4 PT LEDGER W/
1/4" x4" TAPCONS @ 12"
NAILING PER 2x FRAME WALL PER
SCHEDULE O.C. PLAN
2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV.
FLATWISE (2) 16d O.H. SIZE O.H. S12
NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME
NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF TYPICAL SCAB OVERHANG
NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F'1
REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=11-01.
OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS
TIE
SIMPSON SP4 OR SP2
2x BLOCKING W/ (2) (2),-
3/4"=V-0"
@ EACH STUD
12d NAILS @ EACH END
PRE -ENGINEER D
SIMPSON LSTA30 W/
CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN
2xl 2 BOX HDR w/ 2x8's
TOP & BOT., 2x8 TO
ROOFTRUSS-SEE
2X8 #2 SPF VERTICAL
(22) 10d NAILS (ALL z
BEAM INTO LONG SPAN AS INDICATED ON BEAM
2x12 w/ 10d X 3" NAILS
@ 24" O.C. wl EXT.
FRAMING PLAN FOR
CORNER CONDITIONS
SHEATHING PER
BLOCKING @ 24" O.C.
SIMPS. SDS SCREWS @
SPACING
WALL TO PRECAST
EXTERIOR SHEATHING
STRAP AROUND a_
w
w/ (2) 16d END NAILS
16" O.C. MAX.;
SEE PLAN FOR
NAIL PER PLAN
TALLER STUD) w
1/4" x 4" TAPCONS @
2x4 #2 SYP P.T. @ EA.
CONNECTION
EXTERIOR WALL/TRUSS
16" O.C. MAX.
TRUSS w/ (4) 12d NAILS
2x8 w/ (2) 1 Od NAILS @
2x BRIG WALL, SEE
STAGGERED
INTO TRUSS & (3) 12d
EACH VERTICAL
PLAN FOR STUD SIZE &
TOENAILS INTO OTHER
SEE WALL CLIP DETAIL
SPACING. MIN (2) 2x
TRUSS
TRANSOM BETWEEN
FOR MORE INFO
AN FOR
SEE
UNDER GIRDER TRUSS
LINTELS
4111,
0,LL INFO
LINTEL PER PLAN
SLOPE AS REQ'D
MOI
U.N.O.
LINTEL PER PLAN
2x6 #2 SYP P.T. CONT.
2x6 #2 SYP P.T. CONT.
2x BLOCKING
EXT. BEAM PER PLAN
w/ (2) 1/4" x 3 1/2"
12
w/ (2) 1/4" x 3 1/2"
SIMPSON LSTA24 EACH
TAPCONS @ 12" O.C.
(2) 2x TOP PLATE
SPACED EVENLY
STUD
ATTACH 2x TO
VERTICALLY
POST TO BEAM
2x' BRIG WALL, SEE
PRE -ENG. ROOF
BUILT-UP W/ (2)
SHEATHING PER PLAN
PLAN FOR STUD SIZE &
TRUSS PER PLAN
ROWS OF 10d NAILS
2x8 w/ (2) 1 Od NAILS @
(4) 1 Od NAILS FOR
SPACING. MIN (2) 2x
STAGGERED @ 8" O.C.
POCKET SGID
3" O.C. TO EA. 2x6
POCKETSGD
UNDER GIRDER TRUSS
SEE PLAN FOR
ATTACHMENT BY
VERTICAL
ATTACHMENT BY
U.N.O.
CONNECTION
P"F�l SECTION @ DOUBLE BEARING
AF1k STEP @ BEARING FRAME WALL
z
CID
BLOCKING GYPSUM WALLBOARD (2) 8d TOE NAILS TO
CMU WALL PER PLAN TRUSS CONNECTION
JOINT, MAX. 1/8" GAP LEDGER
PER PLAN
77 2X4 PT LEDGER W/
1/4" x4" TAPCONS @ 12"
NAILING PER 2x FRAME WALL PER
SCHEDULE O.C. PLAN
2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV.
FLATWISE (2) 16d O.H. SIZE O.H. S12
NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME
NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF TYPICAL SCAB OVERHANG
NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F'1
REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=11-01.
OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS
TIE
3/4"=V-0"
3/4"=V-0"
CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN
2xl 2 BOX HDR w/ 2x8's
TOP & BOT., 2x8 TO
2X8 #2 SPF VERTICAL
BEAM INTO LONG SPAN AS INDICATED ON BEAM
2x12 w/ 10d X 3" NAILS
@ 24" O.C. wl EXT.
Yx
2x4 #2 SPF
@ 6" O.C. 2x12 AT
SHEATHING PER
BLOCKING @ 24" O.C.
SIMPS. SDS SCREWS @
WALL TO PRECAST
STRAP IS NOT REQUIRED.
A NAILING SCHEDULE &
w/ (2) 16d END NAILS
16" O.C. MAX.;
1/4" x 4" TAPCONS @
2x4 #2 SYP P.T. @ EA.
TRUSS MEMBER
EXTERIOR WALL/TRUSS
16" O.C. MAX.
TRUSS w/ (4) 12d NAILS
2x8 w/ (2) 1 Od NAILS @
x x
STAGGERED
INTO TRUSS & (3) 12d
EACH VERTICAL
TOENAILS INTO OTHER
SEE WALL CLIP DETAIL
TRANSOM BETWEEN
TRUSS
TRANSOM BETWEEN
FOR MORE INFO
AN FOR
LINTELS
LINTELS
4111,
0,LL INFO
LINTEL PER PLAN
SLOPE AS REQ'D
LINTEL PER PLAN
SLOPE AS REQ'D
LINTEL PER PLAN
2x6 #2 SYP P.T. CONT.
2x6 #2 SYP P.T. CONT.
EXT. BEAM PER PLAN
w/ (2) 1/4" x 3 1/2"
12
w/ (2) 1/4" x 3 1/2"
TAPCONS @ 12" O,C.
TAPCONS @ 12" O.C.
ISEE PLAN
SPACED EVENLY
SPACED EVENLY
VERTICALLY
POST TO BEAM
VERTICALLY
SHEATHING PER PLAN
2x6
2x4 SYP #2 LEDGER.
2x8 w/ (2) 1 Od NAILS @
(4) 1 Od NAILS FOR
2x8 w/ (2) 1 Od NAILS @
POCKET SGID
3" O.C. TO EA. 2x6
POCKETSGD
EACH VERTICAL
POCKET SGID
ATTACHMENT BY
VERTICAL
ATTACHMENT BY
ATTACHMENT BY
BUILDER
BUILDER
SDS SCREWS @ 16"
BUILDER
3/4"=1'-0" 1 \\,� 1/2"= 1 1-01,
1/2"= 1 141
1/2"=11-0"
r', 1 1"r Q I n 1= P) \ ') A I EDGE DISTANCE
A 0 PER VYIL
10d x 3"
2"
D
z
3/4"=V-0"
3/4"=V-0"
CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN
2x6 SYP #2 LEDGER. TO
BEAM INTO LONG SPAN AS INDICATED ON BEAM
STUDS w/ (2) 1/4" X 41/2"
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN
SIMPS. SDS SCREWS @
STRAP IS NOT REQUIRED.
16" O.C. MAX.;
TO GABLE END STUDS wJ
EXTERIOR WALL/TRUSS
(2) 1/4" X 31/2" SIMPS. SDS
EXT. BEAM PER PLAN
PT POST PER PLAN
SCREWS @ 16" O.C.
MAX. -
LAP BEAM PLYS AND
TO M�SONRY w/ 2x6 PT
NAIL AS SHOWN (5) 1 Od
SYP #2 LEDGER wl (2)
NAILS PER PLY
1/4" x 2 3/4" TAPCONS AT
EXT. BEAM PER PLAN
12
12" O.C.
ISEE PLAN
HTS20 CLIP FROM
SIMPSON H3 CLIP
POST TO BEAM
SHEATHING PER PLAN
PLAN VIEW @ TOP OF POST
2x4 SYP #2 LEDGER.
(4) 1 Od NAILS FOR
TO STUDS OR BEAM w/
PT POST PER PLAN
(2) 1/4" X 4%" SIMPS.
7
CONV. FRAMED
ABU POST BASE PER
SDS SCREWS @ 16"
MEMBERS ONLY
PLAN
O.C. MAX.;
5/8" THREADED ROD W/
TO GABLE END STUDS
NUT SET IN ADHESIVE
w/ (2) 1/4" X 31/:," SIMPS.
4'-0" MAX.
SDS SCREWS @ 16"
FASCIA PER
7
O.C. MAX.;
COMMUNITY SPECS
-
SEE FOUNDATION
TO MASONRY w/ 2x4 PT
2x4 SYP #2 OR
4,
PLAN FOR ADDITIONAL
SYP #2 LEDGER w/ 1/411
PRE-ENGINEERED
1< -_:_ _u
INFO
x 2 3/4" TAPCONS @12"
ROOF TRUSSES @ 24"
O.C.
O.C. MAX.
SIDE VIEW @ BASE OF POST
SIMPSON H3 CLIP
DESIGNED FOR
SHINGLE ONLY
#01 CORNER COLUMN FRAMING
TYPICAL SHED ROOF DETAIL
3/4"=1'-0" 1 \\,� 1/2"= 1 1-01,
1/2"= 1 141
1/2"=11-0"
r', 1 1"r Q I n 1= P) \ ') A I EDGE DISTANCE
A 0 PER VYIL
10d x 3"
2"
D
z
lo ol z
0
00
0
U)
UJ
1 Od x 3" OPP. SIDE
DISTANCE PER
DETAIL
INSIDE PLY NAILS NAILED AT 8" O/C w
STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's
(3+) 2x COLUMN
uj
co
Lu 00
CO u-
0 pe. j z
Fc: 1:
CzD <
ROOF SHEATHING, 0.6 z Vol 0 fi
FASTEN PER PLAN 0
ROOF SHEATHING, uj <
C:D z Q
FASTEN PER PLAN Deese 0 w
0
_j
co U -
2x4 FRAMING @ 24"
O.C. MAX.
2x4 #2 SYP CONT. w/ (2)
PROVIDE (4) 10d x 3" 16d COMMON NAILS
NAILS AT JOINT EA. STUD OR TRUSS 0
MEMBER, TYP. (MAX. w
24" O.C.). IF MASONRY,
cr)
USE (2) 1/4" TAPCONS
wl MIN. 2" EMBED. @
2x FASCIA 24" O.C.
ci to>
0 z
(2) 8d TOE NAILS "RUSS PER PLAN u c
TO LEDGER .2
2x4 LEDGER W/ (2) 16d
NAILS @ 16" O.C.
OR C5
WOOD/MASONRY z
WALL OR TRUSS, SEE cn
Nr.
PLAN (TRUSS SHOWN) 0
NALL R_ z
(6D �O2 LEDGER @ LOW ROOF
z
U) Q
W
C)
06 w
P ul) 0.
w < zo
Z (.) -
0 �- 0 (D 00
U) � I z ! �
_j U) F2 Iz- R '0
< 0 0
SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF
MORE INFO & + ROOF SHEATHING 163 0 w u-
+ c) 0
CONNECTION + + 1_�
+ + < w 04
21 w ui N <
4= LL
ILI> LL] z 0
2x8 #2 SPF VERTICAL z 0
2x8 #2 SPF VERTICAL @ 24" O.C. W/ EXT. Lu 2
@ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER
SHEATHING PER NAILING SCHEDULE & (D
NAILING SCHEDULE & (4) 12d NAILS EACH LLJ
(4) 12d NAILS EACH TRUSS MEMBER (TOP ui
X
TRUSS MEMBER AND BOTTOM CHORDS
ALONG W/ WEBBING)
2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 1 Od NAILS @
EACH VERTICAL POCKET SGD EACH VERTICAL
ATTACHMENT BY
BUILDER
tl�SO4 HEADER @ POCKET SLIDER
1/2"=V-0"
LL
00
z 04
0
Z 0
CO 0 _j
W
0
0
04
L) 0 Z
uj W W
5 a 0
0 0
STRUCTURAL ENG: BED
DR4TING:
-STRUCT: TNT
QC CHECK: MRB
JOB No. TM - 2153195
SCALE: AS INDICATED
DATE: 10/12/2016
SD4
__j
ui
lo ol z
0
00
0
U)
UJ
1 Od x 3" OPP. SIDE
DISTANCE PER
DETAIL
INSIDE PLY NAILS NAILED AT 8" O/C w
STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's
(3+) 2x COLUMN
uj
co
Lu 00
CO u-
0 pe. j z
Fc: 1:
CzD <
ROOF SHEATHING, 0.6 z Vol 0 fi
FASTEN PER PLAN 0
ROOF SHEATHING, uj <
C:D z Q
FASTEN PER PLAN Deese 0 w
0
_j
co U -
2x4 FRAMING @ 24"
O.C. MAX.
2x4 #2 SYP CONT. w/ (2)
PROVIDE (4) 10d x 3" 16d COMMON NAILS
NAILS AT JOINT EA. STUD OR TRUSS 0
MEMBER, TYP. (MAX. w
24" O.C.). IF MASONRY,
cr)
USE (2) 1/4" TAPCONS
wl MIN. 2" EMBED. @
2x FASCIA 24" O.C.
ci to>
0 z
(2) 8d TOE NAILS "RUSS PER PLAN u c
TO LEDGER .2
2x4 LEDGER W/ (2) 16d
NAILS @ 16" O.C.
OR C5
WOOD/MASONRY z
WALL OR TRUSS, SEE cn
Nr.
PLAN (TRUSS SHOWN) 0
NALL R_ z
(6D �O2 LEDGER @ LOW ROOF
z
U) Q
W
C)
06 w
P ul) 0.
w < zo
Z (.) -
0 �- 0 (D 00
U) � I z ! �
_j U) F2 Iz- R '0
< 0 0
SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF
MORE INFO & + ROOF SHEATHING 163 0 w u-
+ c) 0
CONNECTION + + 1_�
+ + < w 04
21 w ui N <
4= LL
ILI> LL] z 0
2x8 #2 SPF VERTICAL z 0
2x8 #2 SPF VERTICAL @ 24" O.C. W/ EXT. Lu 2
@ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER
SHEATHING PER NAILING SCHEDULE & (D
NAILING SCHEDULE & (4) 12d NAILS EACH LLJ
(4) 12d NAILS EACH TRUSS MEMBER (TOP ui
X
TRUSS MEMBER AND BOTTOM CHORDS
ALONG W/ WEBBING)
2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 1 Od NAILS @
EACH VERTICAL POCKET SGD EACH VERTICAL
ATTACHMENT BY
BUILDER
tl�SO4 HEADER @ POCKET SLIDER
1/2"=V-0"
LL
00
z 04
0
Z 0
CO 0 _j
W
0
0
04
L) 0 Z
uj W W
5 a 0
0 0
STRUCTURAL ENG: BED
DR4TING:
-STRUCT: TNT
QC CHECK: MRB
JOB No. TM - 2153195
SCALE: AS INDICATED
DATE: 10/12/2016
SD4
__j
V
--
RECORD COPY
#16-3123
2� cost;
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