420 Red Rose Ln 17-1912 (a)THORNBROOKE 40's
COMMUNITY SPECIFIC
.STANDARD SPECIFICATIONS
MONO FOOTING, ALUMINUM OVER 2x� 5U5 FA5CIA,
5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.H., 150 AMP
5ERVICE/PANEL BOX, PAVER DRIVE AND LEAD WALK,
PAVER ENTRY, AND ACRYLIC AT LANAL
LOT 96 THORNBROOKE 40s
if If
AMESBURY 1588 ELEVATION A
GARAGE LEFT
TAYLOR MORRISON
.REDRAW NOTES
02-21-11 CREATE[) LOT 5PECIFIC PLAN FOR LOT 96 IN
THORNBROOKE 405 ELEVATION "A" GARAGE
LEFT W1 PLAN OPTION5 INCLUDING: CA51NET
OPTION AT KITCHEN, LANAI EXTEN510N,
MA5TEIR BATH OPTIONAL 5INK, VENT HOCD
OUT51DE, (4) CEILING FAN PRE-WIRE5 AND (4)
RECE55ED CAN LIGHT5.
PLAN REVISIONS
DRAWING INDEX
11 A
COV - GENERAL NOTES, INDEX, SPECIFI
1 - SLAB INTERFACE PLAN
2A1 - FLOOR PLAN NOTES
2A2 - FLOOR PLAN DIMENSIONS
2C - INTERIOR ELEVATIONS, DETAILS
3A1 - FRONT ELEVATION
GENERAL CON5TRUCTION NOTE5:
CHAPTERS AND SECTIONS REFER TO F5.G.R. - 5TH EDITION (2014), NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE
TO BE CONSIDERED "NOMINAL DIMEN51ON511
OCCUPANCY AND CON5TRUCTION TYPE:
TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-13 CLASSIFICATION.
EXTERIOR WALL ENVELOPE:
BUILDER 15 RE5PON515LE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C.-13ULDING BY PROVIDING ALL DETAILS LISTED UNDER TH15 SECTION, INCLUDING BUT
NOT LIMITED TO, THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIORWALL ENVELOPE 15MAINTAINED.
CEILING CON6TRUCTION:
1. THE GARAGE SHALL BE SEPARATED FROM THE RE51DENCE AND ITS ATTIC AREA BY NOT LE55 THAN 112 INCH (12.1 mm) GYPSUM E30ARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH
HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HAE31TABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE 'X` GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 16 A
PLOOR-GEILING ASSEMBLY, THE 5TRUC;TURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE66 THAN 1/2 INCH (12.1 mm) GYPSUM 3OARD OR EQUIVALENT IN ACCORDANCE WITH
FBL.R. - �TH EDITION (2014) R1023.5,
EXTERIOR FIN15PE5:
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.15,C,R - 5TH EDITION (2014) IR103,6,1 AND A6TM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE
OF CORRO51ON-RE516TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES
5PACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - �TH EDITION (2014) R103.62 AND A5TM C 926.
PER F5,C;.R, 5TH EDITION (2014) R103L,2,1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP 5CREED OR PLASTIC WEEP 5CREED WITH A MINIMUM
VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A6TM G 926, THE WEEP 5CREED SHALL BE
PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE516TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL
COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 6CREED. PER F.B.C.R 5TH EDITION (2014) R103.6.3 WATER RE51STIVE BARRIERS INSTALLED OVER WOOL) 545ED SHEATHING SHALL
INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R103.6.5 OR IN
A*_�vML./AAMIM W1 I H AA� I I I �, I.No.
5TUCCO CONTROL JOINT5:
STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11A4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE TWAT 100
5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE
INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOORFRAME6 SHALL 13E
CON51DEREID AS CONTROL JOINTS.
EGIRE&S:
1. 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 OPENING HEIGHT OF
CATIONS4411 ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM.
FLA5HING:
1. FLA54NG SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS.
2. APPROVED CORRO51ON-RE516TANT 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 R103.5.
3A2 - SIDE AND REAR ELEVATIONS, ROOF PLAN
3A3 - FLASHING DETAILS
3A4 - FLASHING DETAILS
4 - ELECTRICAL PLAN
vy,
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
DATE
$ARE. _ I I -
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
'A CORRECTION OF ERRORS IN PLANS,
REOUIRING
CONSTRUCTION OR VIOLATIONS OF THIS CODE
COMPACTION TEST
REQUIRED
Results to be Verified
at Slab inspection
7 9 2
,DING
-JOB NUMBER 27002,106
CAD FILE NAME LOT 96
ISSUED 02-27-17
REVISED
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DAVIS BEWS
DESIGN GROVP
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L50 STATE STR= EAST
OUXWAK MORMA 34677
813. 925.1300 TFEL
813. 925. 1800 FAX
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CAD FILE NAME LOT 96
ISSUED 02-27-17
REVISED
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DAVIS BEWS
DESIGN GROVP
CV)
L50 STATE STR= EAST
OUXWAK MORMA 34677
813. 925.1300 TFEL
813. 925. 1800 FAX
VVWWnAV1SBEWS,C0M
TAMPA * nENVF-R-
EST. 1994
0*4
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1. WINDOWS SHALL BE IN6TALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE
MANUFACTURER FOR EACH WINDOW. 0WII #it/,/
DWELLING / GARAGE OPENING&
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID 01OD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID CORE (5.C.) OR HONEYCOMB CORE STEEL DOORS
NOT LE55 THAN 13/8` THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-cl-05ING DEVICE -A
cc:
C;
FLOOD ZONE REQUIREMENT& Ln z
PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION.
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'0,
A5PHALT 5HINr;;LE5 (IF APPLICABLE): '0� _x
I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED lN ACCORDANCE WITH SECTION R905,2.6 AND R9052.6-1.
2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 JNIT5 HORIZONTAL (2:12) OR GREATER FOR ROOF 5LOPE6 FROM TWO UNITS VERTICAL IN 12 UNITS
HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO L��YER6 OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4369, TYPE 11 OR
TYPE 1Y OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF
UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IY OR A5TM D 61�1 15 REQUIRED IN ACCORDANCE WITH SECTION R90511.
CLAY AND CONCRETE TILE (IF APPLICABLE):
THE INSTALLATION OF CLAY AND CONCRETE TILE PER RRC.R. - 5TH EDITION (2014) R905.3 5HALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR
RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Y46c) 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.1.3
OR THE RECOMMENDATIONS OF RAS Ila, 119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) R905.3.3 SHALL CONFORM WITH A5TM D 22b, TYPE 11; A5TM D 262b, TYPE 11; OR A5TM 0 z
D 1910 OR A6TM D b3W, CLA56 M MINERAL 5UFFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE
INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD 15 DETERMINED IN ACCORDANCIF WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RA5110,119 OR 120. 0 0
CHIMNEY HEIGHT REOUIREMENT5 (IF APPLICABLE):
1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-011 HIGHER V)
THAN THE ROOF OR RIDGE THAT 15 V-011 AWAY OR CLOSER
TUB AND 5HOWER AREA&
1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOAR:) (No GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR C1115 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER
RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TU13 AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS.
TERMITE PROTECTION:
1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR
SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL TqICKNE55 OF 0.010 INCH, AND BE 5EALED WITHIN THE SLAB USING A NON-CORRO61VE CLAMPING DEVICE To
ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE.
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / 5PRiNKLER 6Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST I FOOT
(305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 6PLA6H BLOCKS. GUTTERS WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH
EAVES OF LE56 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
MECHANICAL AND HvAG:
1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT To TH15 PLAN SET AT THE TIME OF APPLICATION FOR
PERMIT.
2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER
PIPING OR DUCTS NOT CONNECTED To THE APPLIANCE BEING INSPECTED, 5ERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES
(162 mtr) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. % GAUGE (04 mm) SHEET STEEL
OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 6Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
5. AUXILIARY DRAIN PAN, CATEGORY Iv CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT >=
OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M1411.3.
EXHAU5T FAN5 AND VENTING:
1. OUTDOOR DISCHARGE THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE D16CHARCiED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE
VENT OR CRAWL SPACE.
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE
OUTDOORS. EXHAUST AIR FROM 5ATHROOM5 AND TOILET ROOMS SHALL NOT ID15CHARGE NTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING.
3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH
OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 4� DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST
DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 15005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF =A15 8 8:
THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5006TER FAN MANUFACTURER'6 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES
DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE5615LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED,A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE
THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "TH15 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN."
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN F5C,
ATTENTION GENERAL CONTRACTOR / BUILDER:
155UANCE OF PLANS FROM THIS DRAFTER'$ OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE
BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT
TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS, ANY REVISIONS OR CHANGE6,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. O�-2�-2016
T1 TLE
COVER SHEET
GENERAL NOTES
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1. WINDOWS SHALL BE IN6TALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE
MANUFACTURER FOR EACH WINDOW. 0WII #it/,/
DWELLING / GARAGE OPENING&
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID 01OD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID CORE (5.C.) OR HONEYCOMB CORE STEEL DOORS
NOT LE55 THAN 13/8` THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-cl-05ING DEVICE -A
cc:
C;
FLOOD ZONE REQUIREMENT& Ln z
PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION.
00 goo
'0,
A5PHALT 5HINr;;LE5 (IF APPLICABLE): '0� _x
I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED lN ACCORDANCE WITH SECTION R905,2.6 AND R9052.6-1.
2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 JNIT5 HORIZONTAL (2:12) OR GREATER FOR ROOF 5LOPE6 FROM TWO UNITS VERTICAL IN 12 UNITS
HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO L��YER6 OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4369, TYPE 11 OR
TYPE 1Y OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF
UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IY OR A5TM D 61�1 15 REQUIRED IN ACCORDANCE WITH SECTION R90511.
CLAY AND CONCRETE TILE (IF APPLICABLE):
THE INSTALLATION OF CLAY AND CONCRETE TILE PER RRC.R. - 5TH EDITION (2014) R905.3 5HALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR
RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Y46c) 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.1.3
OR THE RECOMMENDATIONS OF RAS Ila, 119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) R905.3.3 SHALL CONFORM WITH A5TM D 22b, TYPE 11; A5TM D 262b, TYPE 11; OR A5TM 0 z
D 1910 OR A6TM D b3W, CLA56 M MINERAL 5UFFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE
INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD 15 DETERMINED IN ACCORDANCIF WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RA5110,119 OR 120. 0 0
CHIMNEY HEIGHT REOUIREMENT5 (IF APPLICABLE):
1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-011 HIGHER V)
THAN THE ROOF OR RIDGE THAT 15 V-011 AWAY OR CLOSER
TUB AND 5HOWER AREA&
1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOAR:) (No GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR C1115 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER
RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TU13 AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS.
TERMITE PROTECTION:
1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR
SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL TqICKNE55 OF 0.010 INCH, AND BE 5EALED WITHIN THE SLAB USING A NON-CORRO61VE CLAMPING DEVICE To
ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE.
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / 5PRiNKLER 6Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST I FOOT
(305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 6PLA6H BLOCKS. GUTTERS WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH
EAVES OF LE56 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
MECHANICAL AND HvAG:
1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT To TH15 PLAN SET AT THE TIME OF APPLICATION FOR
PERMIT.
2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER
PIPING OR DUCTS NOT CONNECTED To THE APPLIANCE BEING INSPECTED, 5ERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES
(162 mtr) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. % GAUGE (04 mm) SHEET STEEL
OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 6Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
5. AUXILIARY DRAIN PAN, CATEGORY Iv CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT >=
OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M1411.3.
EXHAU5T FAN5 AND VENTING:
1. OUTDOOR DISCHARGE THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE D16CHARCiED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE
VENT OR CRAWL SPACE.
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE
OUTDOORS. EXHAUST AIR FROM 5ATHROOM5 AND TOILET ROOMS SHALL NOT ID15CHARGE NTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING.
3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH
OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 4� DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST
DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 15005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF =A15 8 8:
THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5006TER FAN MANUFACTURER'6 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES
DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE5615LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED,A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE
THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "TH15 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN."
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN F5C,
ATTENTION GENERAL CONTRACTOR / BUILDER:
155UANCE OF PLANS FROM THIS DRAFTER'$ OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE
BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT
TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS, ANY REVISIONS OR CHANGE6,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. O�-2�-2016
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2X4 LF GER ALONG EXTERICS, WALL
ATTACH 2x4 LEDGER TO TRU55 END VERTICAL, RIBBON
OR 2x RIM 50ARD W1 (3) 51)525412 AT EACH VERTICAL
MEMBER OR 50LID BLOCKING AT lro' OL, MAX, 5PAGING,
2xb FA6CIA
50ARD
PLT, HT. TO BE
FIELD VERIFY
5OFFIT
�2X ATTACHED) To LEDGER
W1 ( T"C 1 x 3 To
W/ (4) 0.1131 x 311/2" TOE NAIL5.
(MAX.)
CANTILEVER
ROOF DETAIL
(X 5CALE; 114" : 1411
FRAME OR
MA,5ONIRY WALL
BELOW riAI31LE
(5EE PLAN5)
FIN15H FLO�OR LINE —fE::d I L 11 4,
F-
E-
LLARGE DECORATIVE \-6" BANDING
cof-YRIGHT 2014, TA"rLOR MOIRR15ON GRADE LINE -7 (TYP.)
(A55UMED) KEY5TONE (5EE DETAIL)
FRONT ELEVATION_
5CALE: 1/4" -- 1'-V
J08NUMBER 27002.106
CAD FILE NAME LOT 96
ISSUED 02-27-17
REVISED
CL OF
DAVIS BEWS
DESIGN GPOVP
x
150 STATE STR= EAST
OLDSMMI, FLORMA W77
813. 925.1300 TEL
813. 925 .1800 FAX
WV./WDAVISBEW&COM
TAMPA 9 ]DE2-4VFR-
r
Lo 0
10" DECORATIVE
DIAMOND BANDING
to
0
60
Of
cl-
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FIN15H RO;7 5.9
am
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TEXTURED
FIN15H FLO�OR LINE —fE::d I L 11 4,
F-
E-
LLARGE DECORATIVE \-6" BANDING
cof-YRIGHT 2014, TA"rLOR MOIRR15ON GRADE LINE -7 (TYP.)
(A55UMED) KEY5TONE (5EE DETAIL)
FRONT ELEVATION_
5CALE: 1/4" -- 1'-V
J08NUMBER 27002.106
CAD FILE NAME LOT 96
ISSUED 02-27-17
REVISED
CL OF
DAVIS BEWS
DESIGN GPOVP
RIDGE
150 STATE STR= EAST
OLDSMMI, FLORMA W77
813. 925.1300 TEL
813. 925 .1800 FAX
WV./WDAVISBEW&COM
TAMPA 9 ]DE2-4VFR-
EST. 1994
00
10" DECORATIVE
DIAMOND BANDING
to
12
5TUCCO 5HINGLE
Of
cl-
12
FIN15H RO;7 5.9
53
12
6" BANDING
53
5HINGLE 5MALL
61, BANDING
ROOF DECORATIVE
KEY5TONE(5EE
T.O.M.
DETAIL) -7
TEXTURED
FIN15H
6 " 5AND ING
[71717
I
(TYP.)
17]
ED.
FIN15H FLO�OR LINE —fE::d I L 11 4,
F-
E-
LLARGE DECORATIVE \-6" BANDING
cof-YRIGHT 2014, TA"rLOR MOIRR15ON GRADE LINE -7 (TYP.)
(A55UMED) KEY5TONE (5EE DETAIL)
FRONT ELEVATION_
5CALE: 1/4" -- 1'-V
J08NUMBER 27002.106
CAD FILE NAME LOT 96
ISSUED 02-27-17
REVISED
CD
'zo
G,C, VERIFY uj
ALUMINUM OVER
2xb 5UB-FA6CIA
(TYPICAL)
T,011.
4" BANDING
(Typ')
\\-2" BANDING
(TYP.)
TEXTURED
FIN15H
0
2" BANDING 0
(TYP,)
HN15H FLOOR LINE lk
—4" BANDING "\-4" BANDING
(TYP,)
0 r
koo 0
CON I
F.
o
1588
ELEVATION "All
GARAGE LEFT
DAVIS BEWS
DESIGN GPOVP
a: cr)
150 STATE STR= EAST
OLDSMMI, FLORMA W77
813. 925.1300 TEL
813. 925 .1800 FAX
WV./WDAVISBEW&COM
TAMPA 9 ]DE2-4VFR-
EST. 1994
CD
'zo
G,C, VERIFY uj
ALUMINUM OVER
2xb 5UB-FA6CIA
(TYPICAL)
T,011.
4" BANDING
(Typ')
\\-2" BANDING
(TYP.)
TEXTURED
FIN15H
0
2" BANDING 0
(TYP,)
HN15H FLOOR LINE lk
—4" BANDING "\-4" BANDING
(TYP,)
0 r
koo 0
CON I
F.
o
1588
ELEVATION "All
GARAGE LEFT
a: cr)
cz
00
to
z
Of
cl-
uj o'
LL
CD
'zo
G,C, VERIFY uj
ALUMINUM OVER
2xb 5UB-FA6CIA
(TYPICAL)
T,011.
4" BANDING
(Typ')
\\-2" BANDING
(TYP.)
TEXTURED
FIN15H
0
2" BANDING 0
(TYP,)
HN15H FLOOR LINE lk
—4" BANDING "\-4" BANDING
(TYP,)
0 r
koo 0
CON I
F.
o
1588
ELEVATION "All
GARAGE LEFT
ROOF VENT
REQUIREMENTS
VENTILATION CALCULATIONS
ATTIC AREA = 2173 SQ. Fr. 1300 = 7.24 SQ. FT.
X 144 = 1043 SQ. IN.
HALF AT UPPER 2/3 ROOF VENTS = 521.52 SQ. IN.
# UPPER 2/3 ROOF VENTS REQUIRED = 4
TOTAL SOFFIT VENTILATION NEEDED 19 SQ. Fr.
VENT CALCULATIONS BASED ON THE FOLLOWING
144 SQ. IN. PER 4 FOOT OFF RIDGE VENT
5.2 SQ. IN, PER SQUARE FOOT OF SOFFIT VENT
G.C. VERIFY QUANTITY OF ROOF SOFFIT VENTS
REQUIRED, PER MANUFACTURER'S SPECIFICATIONS
OF NET FREE AREA PER VENT.
'HANG
a$] 1011 v mm I
5CALE; 1/8" - 1411
11/2" THICK
5AND FIN15H
KEY6TONE
(IF APPLICABLE)
RA15ED
6AND FIN15H
TEXTURED BANDING
A -1111m
3/4"
NOTE:
TH15 DETAIL 5HOW5 THE TYPICAL THICKNE55
OF ALL RA15ED TEXTURED FIN15H BANDING
AND 5AND FIN15HED KEY5TONE5 (WHERE
APPLICABLE) IF THICKNE55 15 TO BE
DIFFERENT IT WILL BE CALLED OUT AT
5PECIFIC KEYNOTE CALL -OUT
N6TALLATION OF EXTERIOR LATHING AND FRAMING
APPLICATION REQUIREMENT5 TO BE PER RIBL.R. - 5TH
EDITION (2014) R103,6,1 AND A5TM C 100,
THIME55 OF TEXTURED FIN15H OVER FRAME
APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014)
R103.6,2 AND A5TM C 926,
TYP. CROSS—SECTION OF RAISED
TEXTURED FINISH BANDING AND
OR SAND FINISH KEYSTONE
5CALE: 3" - 1'-0"
CLEAR OFENING HEIGHT5
IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE
WINDOW 16 LOCATED MORE THAN 12 INCHE6 ABOVE THE
FIN15HEID GRADE OR 5URFAGE BELOW, THE LOWE5T PART
OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A
MINIMUM OF 24 INCHE5 A50VE THE FIN15HED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
5ECTiON5 OF WINDOW5 5HALL NOT PERMIT OPENIN55 THAT
ALLOW PA55A5E 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 DEVICE5 AND WINDOW GUARD5,
WHERE PROVIDE[), 5HALL COMPLY WITH THE
REQUIREMENT6 OF A5TM F 2090 PER F.B.C.R, - 5TH EDITION
(2014� R312.2 I
a
GIRDER _\ 12
TRU55 5.977'-
Iff.AijilkTATM
5
I T fTNr,
AT 24" O.C.
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12
b.9
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TO
MA5TER
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x l=AMTl V
11 1 v A
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5CALE: 1/8" - 14`
12
12
5HINGLE
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T.o.M.
A
�N 4:�see
U.
DAVIS BEWS
TEXTURED
TPEMF
HLJI
TEXTURED
TEM�F L
055. FIN16H
U—ji
I TYP,
RETURN
AT 5IDE6
to 0
0UDSMM;L, FWRMA 34677
8% 925 . 1300 TFEL
FIN15H FLOOR LINE
��A- DAVISBEW&COM
FIN15H FLOOR LINE
N N,
Z)l ko I lulN AA
5CALE: 1/8" - 14`
12
12
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ROOF Z5HINGLE
T.o.M.
uj
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00
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A
�N 4:�see
U.
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TEXTURED
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HLJI
TEXTURED
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055. FIN16H
U—ji
I TYP,
RETURN
AT 5IDE6
to 0
0UDSMM;L, FWRMA 34677
8% 925 . 1300 TFEL
FIN15H FLOOR LINE
��A- DAVISBEW&COM
FIN15H FLOOR LINE
uj
CL
00
Z
m C;
0 z
CL-- ui 6
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TAA4RA I:>EPJVF_R_
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DESIGN GPLOVP
I
I
150 STA"M STPLEET FAST
0UDSMM;L, FWRMA 34677
8% 925 . 1300 TFEL
831 925.1800 FAX
��A- DAVISBEW&COM
TAA4RA I:>EPJVF_R_
1994
uj
CL
00
Z
m C;
0 z
CL-- ui 6
GRADE LINE 4�.
p
(A55UMED)
.LEFT ELEVATION
6CALE: 115" : 14`
12 12
5HINGLE 5.� 2
�3
Z:0lN
ROOF ROOF
T.O.M. �7 T.O.M.
TEXTURED
FIN15H
I[—:]
FIN16H FLOOR LINE IT —EM PI
ry
TEXTURED It
FIN15H br)
L i�
FIN15H FLOOR LINE I
GRADE LINE
(A55UMED)
-REAR ELEVATION
50ALE: 1/0" : 1411
0
5HINGLE 12 12
5.9 0
ROOF Z5HINGLE 5.9 2 >=
ROOF 5.9
T.OM. �7 TOM,
TEXTURED TEXTURED
FIN15H FIN16H
FIN15H FLOOR LINE FIN15H FLOOR LINE
1588
GRADE LINE
(A55UMED)
TITLE
RIGHT ELEVATION SIDES AND REAR ELEVATIONS
ROOF PLAN
5CALE: 1/6' - 14` DETAILS
BUILDING SECTION
ELEVATION "All
GARAGE L FT
A
�N 4:�see
U.
ca
<
0
ff ow.
0
GRADE LINE 4�.
p
(A55UMED)
.LEFT ELEVATION
6CALE: 115" : 14`
12 12
5HINGLE 5.� 2
�3
Z:0lN
ROOF ROOF
T.O.M. �7 T.O.M.
TEXTURED
FIN15H
I[—:]
FIN16H FLOOR LINE IT —EM PI
ry
TEXTURED It
FIN15H br)
L i�
FIN15H FLOOR LINE I
GRADE LINE
(A55UMED)
-REAR ELEVATION
50ALE: 1/0" : 1411
0
5HINGLE 12 12
5.9 0
ROOF Z5HINGLE 5.9 2 >=
ROOF 5.9
T.OM. �7 TOM,
TEXTURED TEXTURED
FIN15H FIN16H
FIN15H FLOOR LINE FIN15H FLOOR LINE
1588
GRADE LINE
(A55UMED)
TITLE
RIGHT ELEVATION SIDES AND REAR ELEVATIONS
ROOF PLAN
5CALE: 1/6' - 14` DETAILS
BUILDING SECTION
ELEVATION "All
GARAGE L FT
�n
BUILDING WRAP TO GO OVER FLASHING
FLASHING TO BE FLEXIBLE SELF
ADHESIVE TYPE (MIN 6" WIDE)
PRECAST LINTEL
TYPICAL FLASHING AT PRECAST
AND EXTERIOR SHEATHING_
I- MA I LKIIAL rMM
'.VATIONS WITH APPROVED
)ERLAYMENT (REFER TO
IER SHEET)
:-ENGINEERED ROOF
JSSES AT 24" O.C.
RRICANE STRAP PER
DF FRAMING PLAN
Aj,� BRG. HGT.
M, DRIP EDGE
. FASCIA
ITED ALUM. SOFFIT
-ATH & EXT. FINISH
NDOW FLASHING AS REQ'D
'WINDOWTRIM
L.
ADER
TYPICAL WINDOW AND SLIDING GLASS
DOOR "Z" FLASHING DETAIL
OPTION - A
WALL SHEATHING
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
SILL PLATE
3. INSTALL SILL FLASHING AS SHOWN ABOVE
4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT
5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING
LAPS
TYPICAL FLASHING DETAIL AT SILL PLATE
TIE-IN WITH WEATHER RESISTIVE BARRIER:
1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH
FLASHING TO FORM WATER SHEDDING LAPS
2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING INSTALLATION
4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER
5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING
AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE
FLASHING
PROVIDE SELF ADHERED Z
FLASHING UNDER S.G.D. AS
SHOWN, PROVIDE 34" -1" BEAD OF
CONST. ADHESIVE TO BE APPLIED
UNDER THRESHOLD OF DOOR
AND RETURN UP JAMB 6". USE
LIQUID NAIL BRAND OR EQUAL
WATER PROOF CAULKING
PROVIDE SELF ADHERED
FLASHING
LAPPING DOWN OVER RIM JOIST
AND UP WALL BY 6"
15/32 O.S.B. SHEATHING
BUILDING WRAP BEYOND
v RUBBER MEMBRANE BEYOND
CAULK/SEALANT OR SOLDER
BETWEEN PAN FLASHING
AND DECK FLASHING.
EXTERIOR FINISH
I PER BUILDER -7
z
IV
WATERPROOF MEMBRANE
2X12 #2 SYP CONT LEDGER W/
(4) 1/4" X 4" LAG SCREWS
SPACED EVENLY @ 24" O.C, MAX
(EA. FLOOR TRUSS)
VUSP HTA20 STRAP
EA. JOIST
TEXTURED
CEMENT PLASTER
FINISH
TYPICAL DOOR FLASHING AT BALCONY
EXTERIOR SHEATHING
44,
FOLD UP WEATHER
RESISTIVE BARRIER &
TEMPORARILY SECURE
o
xl�l
SILL PLATE
(SEE DETAIL B
2 FEO�PTIONS)
TYPICAL SLIDING GLASS DOOR FLASHING DETAIL
MECHANICALLY FASTEN AS
NECESSARY IN CORNERS
THROUGH FLASHING
WEATHER
RESISTIVE
BARRIER
TAPE -
(ASSEMBLED
WINDOW)
HEAD FLASHING TIE-IN
INSTRUCTIONS:
FLASHING
WEATHER RESISTIVE
BARRIER
CORNER PATCH
FLASHING
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE
(MIN. 6" WIDE)
2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
3. MECHANICALLY FASTEN AS NECESSARY
FOLD UP WEATHER RESISTIVE
WEATHER BARRIER & TEMPORARILY SECURE
RESISTIVE
BARRIER
I �l �T
EXTERIOR
SHEATHING
12 SILL PLATE
DO NOT FLASH
OVER BOTTOM
NAILING FLANGE
2 1-1 1-1 ':�
FLASHING
NOTES:
1. CUT, FOLD UP & TEMPORARILY
SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
INSTALLATION SILL PLATE
2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
WEATHER RESISTIVE BARRIER
4. INSTALL FLASHING AND WEATHER RESISTIVE
3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
BARRIER BACK OVER HEAD
FLASHING AND SEAL WITH TAPE
TYPICAL WINDOW FLASHING DETAIL
2X4'S @ 16" O.C. BRG EXT WALL
FLASHING TO EXTEND 36"
7/16" O.S.B. SHEATHING EXTERIOR FINISH
PER BUILDER
BUILDING WRAP BEYOND
FLASHING. PROVIDE FLASHING
BOOT AT POSTS
CEMENT PLASTER STOP
WATERPROOF MEMBRANE WATERPROOF MEMBRANE
7/16" O.S.B. SHEATHING
FLASHING.
----------
20" FLOOR
TRUSS
�-2X8 TR
IM BOARD
� \\-STUCCO "J" MOLD
"'\'�-7/16" O.S.B. SHEATHING
PROVIDE SELF ADHERED
FLASHING
LAPPING DOWN OVER RIM JOIST
SEE STRUCTURAL FOR
AND UP WALL BY 6" CONNECTORS
TEXTURED CEMENT
24" FLOOR TRUSS
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 150 STA"M STP-EEr EAST v ;
OUXMM;L, MORMA 346-77 CS -�d
ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER 81 9 '2 1311 TEL Cl%i co
9
1800
�8 Al2 FAX to m
WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS AVISBEWS.COM
REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. ct: uj .0
OPENWEPL cl- :n
PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE ---A EW. 19Rf%V0J"ll m
CD
WITH SECTION R702.7 OF THE CODE.
0)
R703.2 WATER -RESISTIVE BARRIER
ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH UJ CD
0
ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF co
ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER
THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS
THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND
TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE
EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.
R703.8 FLASHING
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING NS/
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 0 z
CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF
SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED 0
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. %mo
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. ch
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. Vo
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME
CONSTRUCTION. 1=5 8 8
0. /AI MAILL /AINU UUr IIN I r- Or- I IUN0.
7. AT BUILT-IN GUTTERS.
FLASHING DETAILS
N7.5.
0 TITLE
FLASHWG DETAILS
x
ca
a:
cy)
LjD
rm 0 00
0
(3)
0
d
0
(o 0 0
N
Lo j C4
Lo Lo aw LL
Lo
20 "o O -ON
0
C 0
E LL mm 0 (�
-;: C4
4.
told t co 0
0
.w 2: G- 2 t
EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL 150 STA"M STP-EEr EAST v ;
OUXMM;L, MORMA 346-77 CS -�d
ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER 81 9 '2 1311 TEL Cl%i co
9
1800
�8 Al2 FAX to m
WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS AVISBEWS.COM
REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. ct: uj .0
OPENWEPL cl- :n
PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE ---A EW. 19Rf%V0J"ll m
CD
WITH SECTION R702.7 OF THE CODE.
0)
R703.2 WATER -RESISTIVE BARRIER
ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH UJ CD
0
ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF co
ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER
THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS
THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND
TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE
EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.
R703.8 FLASHING
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING NS/
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 0 z
CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF
SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED 0
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. %mo
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. ch
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. Vo
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME
CONSTRUCTION. 1=5 8 8
0. /AI MAILL /AINU UUr IIN I r- Or- I IUN0.
7. AT BUILT-IN GUTTERS.
FLASHING DETAILS
N7.5.
0 TITLE
FLASHWG DETAILS
a:
cy)
EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL 150 STA"M STP-EEr EAST v ;
OUXMM;L, MORMA 346-77 CS -�d
ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER 81 9 '2 1311 TEL Cl%i co
9
1800
�8 Al2 FAX to m
WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS AVISBEWS.COM
REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. ct: uj .0
OPENWEPL cl- :n
PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE ---A EW. 19Rf%V0J"ll m
CD
WITH SECTION R702.7 OF THE CODE.
0)
R703.2 WATER -RESISTIVE BARRIER
ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH UJ CD
0
ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF co
ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER
THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS
THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND
TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE
EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.
R703.8 FLASHING
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING NS/
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 0 z
CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF
SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED 0
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. %mo
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. ch
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. Vo
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME
CONSTRUCTION. 1=5 8 8
0. /AI MAILL /AINU UUr IIN I r- Or- I IUN0.
7. AT BUILT-IN GUTTERS.
FLASHING DETAILS
N7.5.
0 TITLE
FLASHWG DETAILS
�)HEATHIN5
EXTURE
IN15H GOAT
3ROWN COAT
CRATCH COAT
)ELF -FURRING
.ATH
WO LAYER5 WR5
ZEF 6CREED
'ERMINATE 5ELF
OHEWE FLA5HING
�T LOWER N05E OF
ELF ADHE51VE
LA6HING
IA50NRY 5LOCK
ALL
WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL____`
COMPATIBILITY
SELF -ADHERED FLASHING
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
WALL SHEATHING
ASPHALT SEALANT:
EXTEND MIN. OF 6"
OUTSIDE OF FLASHING -
FLASHING
6,,
DRIP EDGE
FASCIA
NAILING FLANGE
WEATHER RESISTIVE
BARRIER
WOOD FRAME CONSTR.
SELF -ADHERED FLASHING
BY LAPPING DOWN
OVER RIM JOIST AND UP
WALL BY 6 IN.
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
DOOR ROUGH OPENING
3/4"-1 "BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SELF -ADHERED FLASHING
SUBFLOOR
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR -
3/4%1" BEAD OF CONSTR. SHEATHING
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETUR
UP JAMB 6". USE LIQUID NAIL BRAND
KIN�OR EQUAL WEATHER PROOF CAUL G
SECTION -A (SEE
DETAIL WP02)
SELF -ADHERED FLASHING
FIGURE 1: FLASHING INSTALLATION
SELF -ADHERED
FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
CONT. GALV. 1"
RIM JOIST
WINDOW UNIT
SLOPE
0,3 in: 12,0 in
(0.6 cm : 30.5 cm)
SELF -ADHERED FLASHING
EXTERIOR
CEMT. FIN.
BUILDING PAPER
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
*INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS
INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER
SHEDDING LAPS
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
FLASHING PER TEXTURED, PAIN...
MANUFACTURES EXTER. WALL W
SPECIFICATIONS ROOF CRICKET:
MIN: 3:12 SLOPE PLASTER STOP
CRICKET AS (REQUIRED AT
SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIF
BY PLAN LOCATIONS) AT ENTRY SHINGLE OVE
FLASHING WV
CONT. GALV.
FLASHING PEF
MANUFACTUR
SPECIFICATIO
OVER ROOF
SHINGLES W/
ROOF MATERIAL PER
ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED
UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS
COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS.
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C. BEAUTY STRIP ROOF
SHINGLE OVER
TEXTURED, PAINTED
..........
EXTERIOR WALL FINISH
HOLD EXTERIOR
..............
FINISH 2" ABOVE
ROOF
�117 ........ FLASHING
'n
11�% 1% il", �1% z", 1% z`
'A z"
CAULKING
6" HIGH
DIVERTER
FLASHING
FIGURE 2: WALL FINISH
ASPHALT SEALANT:
EXTEND MIN. 6" ABOVE
FLASHING
6 TO 12"
- PER PLAN
SPEC'S.
0\11
GALV.VFLASHING
TYPICAL.
—ROOFING FELT
—DRIP EDGE
FASCIA
FIGURE 3: CORNER DETAIL
SELF -ADHERED FLASHING
INSIDE CORNER
ASPHALT BASED
SEALANT APPLIED
BEHIND FLASHING
AND EXTENDING A
MINIMUM OF 6" ABOVE
VERTICAL RISE OF
FLASHING AT KNEEWALL
SEALANT
HING DETAILS
FLASHING W/ TAR FLASHING INSTALLATION
CONT GALV. "L" WHERE ROOF MEETS VERTICAL WALL
FLASHING PER
MANUFACTURES
SPECIFICATIONS
OVER ROOF
SHINGLES W/ TAR
SHINGLE PER
CONTRACT
TYPICAL ROOF TO
WALL FLASHING DETAIL
DO N OT NAI L WITH I N 6"
VALLEY CENTERLINE
REMOVE
LINE VALLEY BY CENTERING 36" WIDE
CERTAINTEED WINTERGUARD
WATERPROOFING SHINGLE
UNDERLAYMENT OR EQUIVALENT
DIRECTLY TO DECK.
FIGURE 4: VALLEY DETAIL
/0 00 0
00,
RAKE METAL DRIP EDGE
TO BE OVER
UNDERLAYMENT AT
GABLE ENDS
EMBED EACH SHINGLE IN A 2"
WIDE STRIP OF ASPHALT
RAGING CEMENT,
CUT 2" DIAGONALLY OFF
UPPER CORNER OF
TRIMMED SHINGLE
CUT SHINGLES 2" BACK FROM
VALLEY CENTERLINE
SAVE 7" PIECES
TO USE IN 5TH
COURSE
METAL DRIP EDGE TO
BE UNDER
UNDERLAYMENTAT
ROOF EAVES
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SOV-01?
o 00?5, 000\Q�5_
,,,rc ?1?_11 Goo?,se se
51 EAVES
4
FIRST STARTER SHINGLE
7'
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.
'x,
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.
7/8" CEMENT PLASTER
MECHANICALLY FASTEN IF
RUBBERIZED ASPHALT
RUBBERIZED
INSTALL SELF -ADHERED
NEEDED IN CORNERS
ADHESIVE
ASPHALTADHESIVE
FLASHING JAMB & HEAD
THROUGH SELF -ADHERED
MATERIAL W/ METAL LATH IN
FLASHING SEE
FLANGED WINDOW
FLASHING
SELF -ADHERED FLASHING
(SEE DETAIL WP01)
BUILDING PAPER
ABOVE ROOF
7/16" 0. S. B.
-7/16" O.S.B. tL
SCORED
SHEATHING
0
RELEASE PAPER
SELF -ADHERED FLASHING,
METAL
(BEFORE FOLDING, SCORE
EXTEND A MINIMUM 6"
r\ BLOCK
RELEASE PAPER TO EXPOSE
VERTICALLY FROM
BOTTOM OF
ADHESIVE AS SHOWN)
THRESHOLD
6 0
0
I
*INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS
INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER
SHEDDING LAPS
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
FLASHING PER TEXTURED, PAIN...
MANUFACTURES EXTER. WALL W
SPECIFICATIONS ROOF CRICKET:
MIN: 3:12 SLOPE PLASTER STOP
CRICKET AS (REQUIRED AT
SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIF
BY PLAN LOCATIONS) AT ENTRY SHINGLE OVE
FLASHING WV
CONT. GALV.
FLASHING PEF
MANUFACTUR
SPECIFICATIO
OVER ROOF
SHINGLES W/
ROOF MATERIAL PER
ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED
UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS
COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS.
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C. BEAUTY STRIP ROOF
SHINGLE OVER
TEXTURED, PAINTED
..........
EXTERIOR WALL FINISH
HOLD EXTERIOR
..............
FINISH 2" ABOVE
ROOF
�117 ........ FLASHING
'n
11�% 1% il", �1% z", 1% z`
'A z"
CAULKING
6" HIGH
DIVERTER
FLASHING
FIGURE 2: WALL FINISH
ASPHALT SEALANT:
EXTEND MIN. 6" ABOVE
FLASHING
6 TO 12"
- PER PLAN
SPEC'S.
0\11
GALV.VFLASHING
TYPICAL.
—ROOFING FELT
—DRIP EDGE
FASCIA
FIGURE 3: CORNER DETAIL
SELF -ADHERED FLASHING
INSIDE CORNER
ASPHALT BASED
SEALANT APPLIED
BEHIND FLASHING
AND EXTENDING A
MINIMUM OF 6" ABOVE
VERTICAL RISE OF
FLASHING AT KNEEWALL
SEALANT
HING DETAILS
FLASHING W/ TAR FLASHING INSTALLATION
CONT GALV. "L" WHERE ROOF MEETS VERTICAL WALL
FLASHING PER
MANUFACTURES
SPECIFICATIONS
OVER ROOF
SHINGLES W/ TAR
SHINGLE PER
CONTRACT
TYPICAL ROOF TO
WALL FLASHING DETAIL
DO N OT NAI L WITH I N 6"
VALLEY CENTERLINE
REMOVE
LINE VALLEY BY CENTERING 36" WIDE
CERTAINTEED WINTERGUARD
WATERPROOFING SHINGLE
UNDERLAYMENT OR EQUIVALENT
DIRECTLY TO DECK.
FIGURE 4: VALLEY DETAIL
/0 00 0
00,
RAKE METAL DRIP EDGE
TO BE OVER
UNDERLAYMENT AT
GABLE ENDS
EMBED EACH SHINGLE IN A 2"
WIDE STRIP OF ASPHALT
RAGING CEMENT,
CUT 2" DIAGONALLY OFF
UPPER CORNER OF
TRIMMED SHINGLE
CUT SHINGLES 2" BACK FROM
VALLEY CENTERLINE
SAVE 7" PIECES
TO USE IN 5TH
COURSE
METAL DRIP EDGE TO
BE UNDER
UNDERLAYMENTAT
ROOF EAVES
-y-
SOV-01?
o 00?5, 000\Q�5_
,,,rc ?1?_11 Goo?,se se
51 EAVES
4
FIRST STARTER SHINGLE
7'
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.
'x,
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.
7/8" CEMENT PLASTER
7/8" CEMENT PLASTER IN
IN ACCORDANCE WITH
ACCORDANCE WITH
ASTMC926
ASTMC926
- APPROVED WEATHER -RESISTANT
APPROVED WEATHER -RESISTANT
MATERIAL W/ METAL LATH IN
MATERIAL W/ METAL LATH IN
ACCORDANCE WITH ASTMC1 063
ACCORDANCE WITH ASTMC1 063
BUILDING PAPER
BUILDING PAPER
ABOVE ROOF
7/16" 0. S. B.
-7/16" O.S.B. tL
L
SHEATHING
SHEATHING
0
—KEEP TOP EDGE OF WEEP
METAL
SCREED 2" BELOW TOP OF
FLASHING
r\ BLOCK
3 1/2"
UNPERFORATED
FLANGE 7/8"
VULCUM CAULK BOTTOM
JOINT ONLY
WEEP SCREED
MAINTAIN
METAL FLASHING 3-1/2"
BOTTOM OF
UNPERFORATED FLANGE 7/8"
WEEP SCREED
WEEP SCREED,
11/2" TO 2"
ABOVE ROOF
1/2" CEMENTITIOUS
SHEATHING
DECORATIVE FINISH
*INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
SELF -ADHERED FLASHING
DECK JOIST
b.0 ALL INSIDE AND
0. Q
OUTSIDE CORNER
WILL NEED TO BE
MITER CUT AND
CAULKED ALL BUTT
VULCUM CAULK FOR
ALL
1/2" CEMENT PLASTER
C=
:�51_ 00
FINISH 150 STATE STR= EAST V%j = .
0
346
- 77
813. .1300 TEL
Cc ui ss
813. .1800 FAX 0-
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2 1/2" PERFORATED <r _j
E:)E14VFAkj u -
BLOCK FLANGE 1/2" WEEP I , # it/.#,
SCREED 4TA99m
Gooses
Go so �1/,
se
_j
uj cco <
INSTALL BOTTOM EDGE OF O:z
SLAB WEEP SCREED 1 "BELOW
FINISH FLOOR
.41
OPTIONAL DETAIL
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
SHEATHING
SELF -ADHERED
FLASHING PATCH
)UBLE JOIST
!AM BELOW
. .. ... . ...... ... .
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
MIN
3" MIN
SELF -ADHERED FLASHING
OUTSIDE CORNER
0
*u
1588
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0 0
1 4a Z
C=
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FINISH 150 STATE STR= EAST V%j = .
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2 1/2" PERFORATED <r _j
E:)E14VFAkj u -
BLOCK FLANGE 1/2" WEEP I , # it/.#,
SCREED 4TA99m
Gooses
Go so �1/,
se
_j
uj cco <
INSTALL BOTTOM EDGE OF O:z
SLAB WEEP SCREED 1 "BELOW
FINISH FLOOR
.41
OPTIONAL DETAIL
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
SHEATHING
SELF -ADHERED
FLASHING PATCH
)UBLE JOIST
!AM BELOW
. .. ... . ...... ... .
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
MIN
3" MIN
SELF -ADHERED FLASHING
OUTSIDE CORNER
0
*u
1588
MAIN DISCONNECT —
COMBO - SQUARE 1)
x
REFER TO FLOOR
PLAN FOR NOTED
MAIN DISC.
AMPS. REQUIRED
U)
0 0
UNDERGROUND
_j 0
0 _j
SERVICE BY
POWER COMPANY
0>
2
/— 4/0 ALL CABLE
A/C
DISC.
TYP. E �14 AND 12 COPPER TO
INSIDE LIGHTS AND OUTLETS
PANEL *10 COPPER TO
WATER HEATER
r_—w *8 COPPER TO RANGE
—04 COPPER TO 5/8" GROUND ROD
AL50 SERVICE TO BE BONDED
TO FOOTING STEEL
WP.
A/c
D16CONN
CA
'ELECTRI ML RISER DIAGMM
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W1 APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.
G.F.I.
HORIZ.—
MAKE-UP
ELECT�RiCAL <E"� LIGHTS
K)= DUPLEX CONVENIENCE OUTLET
+ DUPLEX OUTLET A13OVE COUNTER
011p. WEATHERPROOF DUPLEX OUTLET
OaRl GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF-6WITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
0 DUPLEX OUTLET IN FLOOR
0 220 VOLT OUTLET
I WALL SWITCH
13 THnE-WAY SWITCH
14 FOUR-WAY SWITCH
$ D DIMMER SWITCH
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
RECE55ED INCANDESCENT LIGHT FIXTURE
C. LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUST FAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
Fc—H] CHIMPS (OPTIONAL)
Ei PU6HBUTTON SWITCH (OPTIONAL)
(�o CARBON MONOXIDE DETECTOR
SMOKE DETECTOR
SMOKE / CARBON MONO. COMBO DETECTOR
TELEPHONE (OPTIONAL)
Mv TELEVISION (OPTIONAL)
(D THERMOSTAT
M ELECTRIC METER
_10L ELECTRIC PANEL
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
<1 U /> ROUGH -IN FOR OPT. CEILING FAN
<1 /> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W1
ROUGH- IN FOR OPT. CEILING FAN
NOTES -
1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERIRUPTER5 (GRI.) AS INDICATED
ON PLANS OR AS ITEM NO. 4 AND � BELOW INDICATES.
2. UNLE66 OTHERW16E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE
FOLLOWING HEIGHTS A50VE FINISHED FLOOR:
SWITCHES .... 4211
OUTLETS .... 1411
TELEPHONE ... 1411 (UNLESS A5v COUNTERTOP)
TELEV16ION ... 1411
3. ALL SMOKE DETECTORS SHALL BE HARDWIqD INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS
4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING
ROOM$, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOMS, RECREATION ROOMS,
CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I.
DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13
5� ALL IDA AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY
ROOMS SHALL BE GF.C.I. PROTECTED V.D.
6. IT 15 THE RESPON51BILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P.A. 10, N.E.C. 2011, F.B.C.R. - 5TH
EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
1. EVERY BUILDING HAVING A F066IL-FUEL-BURNING HEATER OR APPLIANCE,
FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON
MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
PURPOSES.
a. ALARM5 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN
SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAR15 SHALL HAVE
BATTERY BACKUP. COMBINATION 6MOKEICARBON MONOXIDE ALARMS SHALL BE
LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
G.C. VERIFY ALL
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ELECTRICAL PLAN
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DAVIS BEWS
DESIGN GPOVP
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TITLE
ELECTRICAL PLAN
SHEET
4
DAVIS BEWS
DESIGN GPOVP
150 STATE STREET EAST
OMWAR, MORMA 34677
813. 925.1300 TEL
813. 925, 1800 FAX
WWWDAVISBEW&COM
TAMPA * E>ENVEk
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TITLE
ELECTRICAL PLAN
SHEET
4
GENERAL NOTES.
FOUNDATIONS
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF
MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM
BEARING CAPACITY 2000 PSF
TERMITE TREATMENT
THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE
PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT
(BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER SERVICES.
CAST IN PLACE CONCRETE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT,
AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO
ASTM A-615 GRADE 40.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4
WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN
THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF.
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301.
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING
BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND
AT EACH END SHALL BE PROVIDED.
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS.
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE
CENTER TO UPPER 1/3 OF THE SLAB.
BOLTS AND THREADED RODS
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.)
2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS
FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF
HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE
OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153.
3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE
OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN
ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM.
MASONRY WALL CONSTRUCTION
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2,
CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000
PSI (f M = 1900 PSI)
2. MORTAR SHALL BE I TPE_ Ivi OR S, CONFORMING TO ASTM C270
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1".
4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE
SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS
FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE
PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE.
6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK
WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE
FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR
POSITIONERS IN MIDDLE OF WALL
7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O.
8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND
COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED.
10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2"
11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL
LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO
CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED.
12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1
14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/
EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE
CONSOLIDATION.
WOOD CONSTRUCTION
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC.
STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING),
SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED
IV= I /AL UU/A I IINU%'j 1 -UK U;= VVI I rl t`Kt%`)�UKr_ I Mr -M I r -L) VVUULJ
IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,
METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL
AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES
OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES.
1. WOOD TREATED WITH DOT SODIUM BORATE(SBX)-. CONNECTORS SHALL BE A
MINIMUM G50 ZINC COATING
2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
(NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING.
3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE
PRESERVATIVE WOOD TREATER.
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES
OF PRESSURE TREATED WOOD.
PREFABRICATED WOOD TRUSSES
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT
CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE
ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL
FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES.
THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED.
PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS
AND STRUCTURAL PLANS FOR MORE INFO.
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO
DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE
CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY
TRUSS ENGINEER OF RECORD
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE
LATEST EDITION OF ANSI TPI 1.
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS
MANUFACTURER UNLESS NOTED ON PLANS
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY
TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
TRUSS DESIGN LOADS:
TOP CHORD: Lr = 16 PSF
DL 7 PSF (SHINGLE TYPE ROOF COVER)
DL 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER)
DL 14 PSF (TRUSS OVERBUILD)
BOTTOM CHORD: DL = 5 PSF
MINIMUM FLOOR DESIGN LIVE LOADS:
A)FLOORS=40PSF B) BALCONIES=60 PSF/ 100 PSF (IF BALCONY> 100 SQ FT)
C) DECKS = 40 PSF D) STAIRS = 40 PSF
E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O.
MINIMUM FLOOR DESIGN DEAD LOADS:
A) FLOORS = 15 PSF B)BALCONIES = 15 PSF
GENERAL LOADING:
ATTIC WITHOUT STORAGE = 10 PSF
ATTIC WITH LIMITED STORAGE = 20 PSF
GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF
GUARDRAILS IN -FILL COMPONENTS = 50 PSF
GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS
-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS
-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA
RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING
-MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ 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 @ 12" O.C. MAX & 4" FROM
EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3)
12d TOENAILS EACH 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 @ 10,4' MAX AND
EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP
GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3
FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
-PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING
PERPENDICULAR TO TRUSS SPAN AT 16-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS
DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST
ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD.
-INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS
AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O.
PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT
TABLE WITHIN BCSI-133).
-AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d
TOENAILS REQ'D, EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND
INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2
BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN
BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)
DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3.
6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING
POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
FIELD REPAIR NOTES
REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED
1. OMITTED REBAR
LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND)
DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR
CONDITIONS. E.O.R. TO REVIEW IF INSTALLED.
INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED
MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL
MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING
AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL
BEND).
BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM
2. STRAPS/CONNECTOR SUBSTITUTION
NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD.
MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY
& LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL
(MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY
MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED.
SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE
3. STAIR CONSTRUCTION
DESIGNED AND DETAILED BY OTHERS.
2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE
USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.)
CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL
4. METAL STUD SUBSTITUTION
HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH
WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS
SIMPSON HSS2 STUD SHOES, TYP U.N.O.
5. OMITTED J -BOLT
7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE
1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH
CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE
MIN. 7" EMBEDMENT.
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST
-1/2"4" SIMPSON TITEN HID THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"
CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED
J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES
6. MORTAR JOINTS
NOT.
-FOR BED JOINTS 1/2%1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ,D)
8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR
-FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
MASONRY IS TO BE PRESSURE TREATED.
EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN.
9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2)
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES,
WOODEN TOP PLATES.
THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG
10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS
-FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
ENGINEERED LUMBER
VERT. REINF. IN EA. CELL, CONT. PER PLAN.
ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN
7. OVERHANGING CMU WALL
IS 15FT, 2 STORY HOME IS 30FT
-FOR CMU OVERHANGING FOUNDATION <1/211, NO FIX IS REQ'D POUR TIEBEAM & VERT.
VALUES AS FOLLOWS:
CELLS PER PLAN.
COLUMNS BEAMS STUD
E = 1,800,000 Win 2 U.N.O. E = 2,000,000 Win 2 U.N.O. E = 1,500,000 Ib/in 2 U.N.O.
-FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES
OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED
IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN
Fb 2500 Fb 3000 Fb 2200
-FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS.
Ft 1500 Ft 1700 Ft 1500
STRUCTURALSTEEL
Fc 11= 3000 Fc 11= 3000 Fc 11= 2100
1, MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE
TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS
STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy
Fc 900 Fc I= 900 Fc 450
35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI.
Fv 285 Fv 285 Fv 150
2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN
SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)
CONDITION U.N.O.
BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA.
TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL
CEILING CONSTRUCTION
CONFORM TO ASTM F1 554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS
SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF,T SHOP DWGS TO BE
OTHERWISE SPECIFIED.
PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN
CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE
LIVING SPACE IS ABOVE THE GARAGE.
�/16" UNO.
3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES,
SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS,
FASTENERS, LOAD, AND TOLERANCES.
4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY
UNDER STAIR PROTECTION
ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.
1 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS UNDER STAIR
5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD
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
FOUNDATION PLAN
WIND PRESSURE & SUCTION
EFFECTIVE
QPN
(P,,. I
WIND
VALUE DENOTES PRESSURE
AREA (SQ FT)
VALUE DENOTES SUCTION
AREA
NOTES & CONNECTOR LEGEND
4=ui
S5
21.2
21.2
10
22.9
28.3
SD2
20.2
20.2
20
22.0
26.4
SD4
19.0
19.0
50
20.8
0 23.9
100
18.0
18.0
UPDATES
0 1 .8
22.0
GARAGE DOORS
9'-0" x 7'-0"
16-0" x 7'-0"
1
(+)18.4
(+) 17.T_
LU
(-)20.9
(-)19.7
WIND PRESSURE/
SUCTION DIAGRAM 5 5
4 4 a
5 5
,pa
STANDARD DESIGN PRESSURE NOTES
1 . ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA
BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED
ON LINEAR INTERPOLATION FOR THIS SITE.
2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME
IS 15FT, 2 STORY HOME IS 30FT
3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET
ULTIMATE WIND PRESSURES.
4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR
BUILDING CORNERS.
5. INDICATED PRESSURES CAN BE INTERPOLATED FOR
OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED
WITH THE LOWER EFFECTIVE AREAS.
6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS
140 MPH OR GREATER IS CONSIDERED TO BE IN THE
WIND -BOURNE DEBRIS AREA, OPENING PROTECTION
REQUIRED. REFER TO SECTION R301.2.1.2 OF THE
RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS
OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO
TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS
INDEX OF DRAWINGS
SHEET
SHEET TITLE
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S1
STRUCTURAL NOTES
S2
FOUNDATION PLAN
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S3
DOWEL PLACEMENT PLAN
S4
ROOF FRAMING PLAN
S4.1
NOTES & CONNECTOR LEGEND
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S5
LINTEL PLAN
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SD1
FOUNDATION DETAILS
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SD2
GENERAL DETAILS
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SD3
GENERAL DETAILS
SD4
GENERAL DETAILS
UPDATES
NUMBER
DATE
DESCRIPTION
1
5/13/2014
CREATED ELEV. A,B,C AND A W/ LANAI
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SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED).
(12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER.
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited.
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(12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER.
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited.
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No.
TM - 2170330
AS INDICATED
DATE:
03/22/2017
C 01
SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED).
(12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER.
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited.
FOUNDATION NOTES:
Uj
1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 1 --
LAPPED MIN. 6" AND SEALED.
2. PROVIDE 3-1/2" 300OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE
MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON
COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER
MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT
CODE EDITION.
3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM
ENDS) WIMIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.
LAP SPLICES SHALL BE NO LESS THAN 25".
4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR z
RECESSING DOOR SILLS. 0
5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 1--
6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE 0 -
SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) W
CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE 0
THICKNESS OF THE SLAB. FILL CUT WIAPPROVED JOINT MATERIAL OR U)
USE ALTERNATE APPROVED METHOD. Lij
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.
Lij
10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED ry
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 MF09 AND MF1 0 ON SD1 FOR STANDARD Uj
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FOOTING STEP DOWN AND CORNER INFORMATION. D-
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12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE
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SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH C=30 M:
PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 0
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13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER W
COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS
Z
FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE
PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL 0
CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO 090 Goo IX -j
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ca ILL
SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,
COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS
DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR).
THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS
BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000
PSF.
14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO
DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE ON
STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND
FOOTING SIZES PENDING DEPTH OF STEMWALL.
z
FOOTING SCHEDULE
12"xi 2"xl 2" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 EW,
BARS & 3" MIN. COVER TO EDGE OF CONC.
24 X24"X1 2" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
28"x28"xl 2" dp w/ #5's EQUALLY SPACED EA.
WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
30"x3O"xl 2" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
32"x32"x`12" dp wl #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. z
BARS & 3" MIN. COVER TO EDGE OF CONC. <
36"x36"x1 2" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
W
42 x42"xl 2" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 0
BARS & 3" MIN. COVER TO EDGE OF CONC. z 0
48"x48"xl 2" dp wl #6's EQUALLY SPACED EA. 0 (.9
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. rn — z
BARS & 3" MIN. COVER TO EDGE OF CONC.
54 x54"x16" dp w/#5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. < U)
BARS & 3" MIN. COVER TO EDGE OF CONC. 0 z
60"x60"x16" dp w/#5's EQUALLY SPACED EA. 0
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. z C)
BARS & 3" MIN. COVER TO EDGE OF CONC. I I
W z
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SYMBOLS LEGEND
U.
0 INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. LLI
TO TIE BEAM (6'-8" O.C. MAX U.N.O.). LL1
0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. U)
TO TIE BEAM.
0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
INDICATES 45o CORNER BLOCK GROUT FILLED WITH (2) VERT.
#5 CONT. FT.G TO TIE BEAM.
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JOB No. TM - 2170330
----------- . ........
SCALE: AS INDICATED
DATE: 03/22/2017
FOUNDATION PLAN_
1/4"=1 1-011 S2
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOC IATES, INC. is strictly prohibited.
1'-4"
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited.
41
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COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited.
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NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 0
h 1 f MONTA CONSULTING 0 DESIGN OF WMR & ASSOCIATES INC A d I' f t f f th d t 'th t th d 'tt t f MONTA CONSULTING & DESIGN OF WMR &ASSOCIATES INC itrictl rohibited
COPYRIGHT MCD 2014. The information contained m this document io copyrighted and io t e exc U,5 VU property o ny use, up ica ion, or rano er o eoVac;ocumen s wi vu a expreooe 7 VVI en conoen o o s y p
BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE ROOF NOTES:
I W
UPLIFT VALUES VALUES 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. I-_
TAG STUD LUMBER CONNECTION & FASTENERS CAP. BLOCKING 77(2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE SPF(lb) SYP(lb) TAG BEAM SIZE CONNECTIONS 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND <
SPACING SPECIES TOP BOTTOM (Pl� ELEVATIONS FOR BEARING HEIGHTS.
(3)12d (3)12d (3)2X4 SPF #2 BUILT UP STUD COLUMN META16 w/(7) 10dxl-!" NAILS OR
NO 2 FRAME TO CMU 1450 1450 TOPOST: SIMP.HTS20ORMSTA18 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED.
1611 SPF MID -SPAN M ETA20 w/(7) 1 Od x 11" NA I LS
TOENAILS TOENAILS UPLIFT 2 TOBEAM: SIMP. HUC48w/(14)16d&(6)-10d NAILS CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED.
(2)META16 OR (2)META20 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS
1/2" THREADED ROD @ 48" O.C. (4)2X4 SPF #2 BUILT UP STUD COLUMN (1)ply 1985 (1)ply 1985 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)i"x22' TED OTHERWISE. STUDS CAN BE 24" O.C. W1
1160 pIf MID -SPAN (1)ply TRUSS (10) 1 Od x 11" NAI LS FRAME TO CMU PLATE 4 4 AND AT VOLUME AREA UNLESS NO
16" SPF ADJUST AS REQ'D TO MISS STUDS 2 (2)ply 1900 (2)ply 1900 TAPCONS SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS
(2)ply TRUSS (12) 16d x 11" NAILS
(2)2X6 SPF #2 BUILT UP STUD COLUMN 2 ON MASONRY: (1) SIMP. MSTAM24 BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2)
1/2" THREADED ROD @ 48" O.C. H 1 OA w/(l 8)1 Od x 1 -1' NAI LS OR 12d TOENAILS.
16" SPF 160 pif 1rd. PT. <8> F3 2� FRAME TO FRAME H10A 1015 H10A 1340 z
ADJUST AS REQ'D TO MISS STUDS 1 (2)ply TRUSS HIOA-2 w/(18) 10d x li" NAILS H1OA-2 1070 H 1 OA -2 1245 TOPOST: SIMP.HTS20ORLSTA18 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE
(3)2X6 SPF #2 BUILT UP STUD COLUMN 2 TOBEAM: SIMP.HUC410w/(18)16d& CONTINUOUS FROM FLOOR TO CEILING. 0
(3) 12d (3) 12d NO [4] HTS20 w/(24)1 Od x 112" NAILS FRAME TO FRAME 1245 1450 (2)2xlO #2 SYP (10) 10d NAILS 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING
12" SPF TOENAILS TOENAILS UPLIFT MID -SPAN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) B2x1O WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d ADDITIONAL LOADS:
I (2)2X8 SPF #2 BUILT UP STUD COLUMN PLATE NAILS & (18)-!"x2l" TAPCONS
1/2" THREADED ROD @ 48" O.C. <�> - (2)HTS20 w/(24)10d x 11" NAILS 4 4 A) ALL CEILING HUNG SOFFITS AND SOFFITS C)
12" SPF 1160 pIf MID -SPAN I F5] (AT EXT LOCATIONS INCLUD 2 FRAME TO FRAME 2490 2900 ON MASONRY: (1) SIMP. MSTAM24 WITH CABINETS AS SHOWN ON PLANS. U)
ADJUST AS REQ'D TO MISS STUDS (3)2X8 SPF #2 BUILT UP STUD COLUMN E (3)12d TOENAILS) B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. Uj
1/2" THREADED ROD @ 48" O.C. H2.5A w/(l 0)8d FRAME TO FRAME 535 600 TOPOST: SIMP.HTS20ORLSTA18 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS
12" SPF ADJUST AS REQ'D TO MI , 1160 pif .1rd PT. Ifl TOBEAM: SIMP.HUC410w/(18)16d&
SS STUDS 3 (3)2X4 SYP #2 BUILT UP STUD COLUMN (2)2xl2 #2 SYP (10) 10d NAILS OF ALL HARDWARE BEFORE INSTALLATION.
MTS 12 wl(I 4)1 Od x 1 -1" NAI LS 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCS1 1 (CURRENT
(3) 12d (3) 12d NO 2 FRAME TO FRAME 860 1000 B2x1 2 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
16" SYP PAN E] (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)-1"x2a" TAPCONS EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS
TOENAILS TOENAILS UPLIFT MID -S (2)2X6 SYP #2 BUILT UP STUD COLUMN 4 4 DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO.
ON MASONRY: (2) SIMP. MSTAM24
MGT w/(22)10d �'EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER.
1611 SYP 1/2" THREADED ROD @ 48" O.C. 1160 pif MID -SPAN Ifl 7"EMBEDMENT THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY
ADJUST AS REQ'D TO MISS STUDS (2)2X8 SYP #2 BUILT UP STUD COLUMN W
HTT4 w/(18)16d x 2-1" NAILS & 5" EPDXY ANCHOR w/SIMP. TO POST: SIMP. HTS20 OR LSTA18 TRUSSES
2 8 FRAME TO CMU 3640 4235 TOBEAM: SIMP.HUC410w/(18)16d&
1/2" THREADED ROD @ 48" O.C. F9 SET EPDXY MIN. 7" EMBEDMENT (10) 10d NAILS 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE is
16" 1160 pIf 1 d. PT. 4x4 SYP #2 POST
SYP ADJUST AS REQ'D TO MISS STUDS 3r HGT-2 w/(16)10d NAILS w/2" EPDXY ANCHOR w/SIMP. SET 63.5xl 1.25 (2)1.75"xl 1.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d ABOVE THE GARAGE. Uj
8 FRAME TO CMU 6280 6280 NAILS & (18)-I'x2j" TAPCONS 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN Cf)
EPDXY MIN. 5" EMBEDMENT 41
(3) 12d (3) 12d NO ON MASONRY: (2) SIMP. MSTAM24 PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT.
12" SYP TOENAILS TOENAILS U -SPAN 6x6 SYP #2 POST Ui 00
PLIFT MID <8> OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO *1 41,
HTSM16 w/(8)10d NAILS & (4) -1"x 2-1" TAPCONS FRAME TO CMU 1020 1175 0
4 4 CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP :Z'. -, C.2 _j z
- I - a
CM X
TOPOST: SIMP.HTS20ORLSTA18 DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW
1/2" THREADED ROD @ 48" O.C. 1160 pif MID -SPAN 8x8 SYP #2 POST TOBEAM: SIMP.HUC410w/(18)16d& ul
12-1 SYP ADJUST AS REQ'D TO MISS STUDS <8> AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE <
0
LSTA 18 w/(l 4)1 Od NAILS HEADER TO STUDS 1110 1235 (10) 10d NAILS PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS
Efl 0
Utz Z 0
1 1 SYP 11/2" THREADED ROD @ 48" O.C. 3-1/2"x3-1/2" LVL COLUMN. B3.5xl 1.875 (2)1.75"xl 1.875" LVL TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l O)l Od SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR "71 k I
1160 pIf -1rd. PT. NAILS & (18)1"x23" TAPCONS TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R, IS CL_
2" ADJUST AS REQ'D TO MISS STUDS 3 (2)LSTA1 8 w/(14)1 Od NAILS HEADER TO STUDS 2220 2470 4 4 0 0
L_ I H ON MASONRY: (2) SIMP. MSTAM24 NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF 1 0" P _j
3-1/2"x5-1/4" LVL COLUMN. CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS U_
STANDARD BEARING WALL W/THREADED ROD NOTES <�> I H LSTA1 8 w/(14)1 Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928pif TO POST: SIMP. HTS20 OR LSTA18 LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD.
3-1/l LVL COLUMN. TOBEAM: SIMP.HUC410w/(18)16d& 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE N
1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. <8> 5 STUDS TO BEAM/GT 1235 (10) 10d NAILS ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND rr Nx
F LSTA24 w/(l 8)1 Od NAILS CENTERED EACH STUD 1235 B3.5x16 (2) 1.75"xl 6" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE
2. ALL LUMBER TO BE EITHER SPIF #2 OR SYP #2 U.N.O. (CAN BE SUBBED ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED
kw�� 0; , N I
3-1/2"4-1/2" LVL COLUMN. NAILS & (1 8)-l"x2l" TAPCONS
WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE 4 4 AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. _14
W/ (3) 12d TOENAILS F16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ON MASONRY: (2) SIMP. MSTAM24 CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER 0
THE CONTRACTOR OR A/C SUPPLIER. SEE TBO1/SD2 FOR MORE INFORMATION.
3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5-1/4"x5-1/4" LVIL COLUMN.
4. IF "BW"CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD 01
MSTC40 w/ (52) 16d SINKERS CENTERED BUILDER NOTE:
CONNECTIONS. STUDS TO BEAM/GT 4305 4745 TO POST: (2) SIMP. HTS20 OR LSTA18
0
5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 5-1/4"x7" LVL COLUMN. ON MASONRY: (2) SIMP. MSTAM24 IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE i
Z�
6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. LTT20B w/(l 0) 1 Od NAILS & �" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR B5.25x16 (3) 1.75"xl 6" LVL TRUSS MANUFACTURERS LAYOUT
F18] 8 1290 1300 U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS
7. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" BELOW LOWEST SLAB EPDXY MIN. 7" EMBED. CMU
7"x7" LVL COLUMN. OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE --- STOP ----
ELEVATION AT STEP) w/ SIMPSON SET EPDXY. SEE ABOVE FOR HTT4 w/(18) 16d x 21" NAILS w/t8" EPDXY ANCHOR w/SIMP.
2
SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON Fl -91 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 AND CALL THE ENGINEER OF RECORD PRIOR TO
PLACEMENT OF ANY TRUSSES
INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 3 1/2" X 11 7/8" LVL COLUMN (1*)#10xl!'SD SCREWS INSTEAD OF NAILS
2
2"x2"x1/8" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY TOPOST: (2)SIMP.HTS20ORLSTA18
(3)HTS20 w/(24)10d x 11" NAILS ON MASONRY: (2) SIMP. MSTAM24
FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE 2 FRAME TO FRAME 3735 4350
5 1/4" X 9 1/2" LVL COLUMN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) NAILING SCHEDULE:
CONNECTIONS. <�> I B3.5x2O (2) 1.75"x2O" LVL U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS
8. 2x P.T. PLATE AT BASE OF BRGWALL W/ THREADED ROD. NO ADDIT'L MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" FRAME TO CMU 2420 2800 OF 1/4" X 3 1/2" SIDS SCREWS @ 24" O.C. EACH SIDE ROOFS: ca I
BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS STANDARD COLUMN NOTES TAPCONS ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE)
INDICATED WITH BW1, BW4, BWT & BW110. THESE WALLS ARE ONLY FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6'.
SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS 2�2 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COLJ BEAM 9100 4095 O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND
ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. F STANDARD BEAM NOTES 6" O.C. IN FIELD, SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR
CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON GRAVITY:5085 GRAVITY:5085 TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF 0
ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. OR WOLMANIZED. TITENS & (10) 10d NAILS FRAME TO CMU UPLIFT:1810 UPLIFT:1810 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE z
9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM SPACED NO MORE THAN 24" O.C. 9
THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID - HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS 1335 1550 C/)
24] FRAME TO FRAME GABLE ENDS: L ULI
AND DETAILS. POSTS. AT EXTERIOR CONDITIONS F W/(6)16d NAILS 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. C)
10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 4x4: ABU44 w/(12)16d NAILS & 5" EPDXY ANCHOR w/MIN. NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM T TOP PLATE AND (1) ROWAT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER Uj 06 5PC�
8 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO GRAVITY:2125 GRAVITY:2125 A � M
U.N.O. ON PLAN. 7"EMBEDMENT COLUMN FRAME TO FRAME U'PLIFT:3290 UPLIFT:3290 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. z (D
z z z
11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL 6x6: ABU66 w/(12)16d NAILS & �'EPDXY ANCHOR w/MIN.
8
TT20B w/(10) I Od NAILS & �'EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. EXTERIOR WALLS: 0 Uj _j
8x8: ABU88 w/(18)16d NAILS & (2)5" EPDXY ANCHORS w/ D
WF09/SD3 U.N.O. ON PLAN. 7"EMBEDMENT
12. COLUMNS w/in BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE 8 El EPDXY MIN, 7" EMBED. SEE WF1O/SD4 FOR MORE INFO.
CONNECTION: CONTRACTOR TO INSTALL THREADED ROD w/in 6" OF MIN. 7" EMBEDMENT A PPARAQ APP K1r)T Tn PF= nP11 i r=n np K1r)TrWr=n w AKIV WAV IAIITWr)HT AA1P1TT1=t%1 00 *1 r 1) U) Q
COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8")
13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND
FOR FURTHER REVIEW. BASE PLATE U.N.O. ON PLANS.
14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
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 FLA I t
(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.
NAIL SCHEDULE
STANDARD NAIL
GENERAL DIAMETER/ LENGTH
8d
.131 " x 2-1'
2
1 Old
.148" x 3"
12d
.148" x 3-1"
4
16d
.162" x 3-1'
2
8d RING SHANK
.113" x 22'
NAILING NOTES
1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS
LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH
INDICATED.
2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL
LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS
ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S
BEING ATTACHED TO.
HEADER SCHEDULE
A PPROVAL FROM THE E.O.R.
HEADER
NAILS:
H2x6
(2)2x6 #2 SYP w/21" FLITCH PLATE
W
z
0
<
16d NAILS
H2x8
(2)2x8 #2 SYP w/12" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(8)
NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS,
16d NAILS
06
(2)2xl 0 #2 SYP w/12" FLITCH PLATE
Vi
6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS
H2x12
ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK,
ATTACH KING STUD TO HEADER w/(1 0)
APA SHEATHING NOTE:
<
�
H3.5x5.5
(2)1.75"x5.5" LVL
ATTACH KING STUD TO HEADER w/(6)
HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE
16d NAILS
Uj (n
z
ATTACH KING STUD TO HEADER w/(8)
PANEL EDGES AT HIP LOCATIONS, BLOCKING TO BE 2X4 ATTACHED AT EACH END
EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY
H3.5x9.25
(2)1.75"x9.25" LVL
ATTACH KING STUD TO HEADER w/(10)
0
16d NAILS
HEADER SCHEDULE
TAG
HEADER
FASTENERS
H2x6
(2)2x6 #2 SYP w/21" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(6)
STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL
CO2
16d NAILS
H2x8
(2)2x8 #2 SYP w/12" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(8)
BE IN ACCORDANCE WITH ASTM A 153.
16d NAILS
H2x1O
(2)2xl 0 #2 SYP w/12" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H2x12
(2)2xl2 #2 SYP w/12" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(1 0)
APA SHEATHING NOTE:
16d NAILS
H3.5x5.5
(2)1.75"x5.5" LVL
ATTACH KING STUD TO HEADER w/(6)
24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED
16d NAILS
H3.5x7.25
(2)1.75"x7.25" LVL
ATTACH KING STUD TO HEADER w/(8)
PANEL EDGES AT HIP LOCATIONS, BLOCKING TO BE 2X4 ATTACHED AT EACH END
16d NAILS
H3.5x9.25
(2)1.75"x9.25" LVL
ATTACH KING STUD TO HEADER w/(10)
WITH (3) 10d TOENAILS.
16d NAILS
H5.5xl 1.25
(3)1.75"xl 1.25" LVIL
ATTACH KING STUD TO HEADER w/(12)
16d NAILS
H3x12
(3) 2x12 #2 SYP w/ -1" FLITCH
2
ATTACH KING STUD TO HEADER w/(10)
PLATE BETWEEN PLIES
I 16d NAILS
HEADER SUPPORT # JACKS/KINGS
REQ'D. @ OPENING
OPENING SIZE
SEE PLAN FOR WALL WIDTH
JACKS @ EA. END KINGS @ EA. END
1'-0" TO 3'- 11 "
1
1
4'-0" TO 7'- 11 "
2
2
8'-0" TO 9'- 11 "
2
3
10'-0" TO 12'-0"
3
4
0
to
(n
IM I --
z U) 0
0 Ll _j
D m Ll
W < Y.
W 00 0
0000
LO
M 0 -j
LLJ z
_j a W
Uj 0 0
0
0�
STRUCTURALENG: BAD
DRAFTING:
-STRUCT: TNA
QC CHECK: cc
JOB No. TM - 2170330
6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. SCALE: AS INDICATED
7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NOTES & u"ONNE'U"TOR LEGIEND DATE: 03/22/2017
8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND
FLOOR NOTES FOR MORE INFO. 1/4 99=1 �_091 S4,1
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC. Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC. is strictly prohibited.
TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL,
L.0
STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL
CO2
I..
BE IN ACCORDANCE WITH ASTM A 153.
Ill-
Uj 0
APA SHEATHING NOTE:
LLI
z
24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED
PANEL EDGES AT HIP LOCATIONS, BLOCKING TO BE 2X4 ATTACHED AT EACH END
U)
WITH (3) 10d TOENAILS.
0
to
(n
IM I --
z U) 0
0 Ll _j
D m Ll
W < Y.
W 00 0
0000
LO
M 0 -j
LLJ z
_j a W
Uj 0 0
0
0�
STRUCTURALENG: BAD
DRAFTING:
-STRUCT: TNA
QC CHECK: cc
JOB No. TM - 2170330
6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. SCALE: AS INDICATED
7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NOTES & u"ONNE'U"TOR LEGIEND DATE: 03/22/2017
8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND
FLOOR NOTES FOR MORE INFO. 1/4 99=1 �_091 S4,1
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC. Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC. is strictly prohibited.
CONTRACTOR TO VERIFY
THE GROUT IS LEVEL
WITH TOP OF BLOCK FOR
PROPER TRUSS/ FLOOR
SYSTEM BEARING (MIN 3")
z
LIJ
a-
F -
2:
0
Uj
r
z
0
W
A -
9A..
A qjj j, A.
4
AT CORNERS PRECAST"U"
PROVIDE LINTEL Wit 3000
STANDARD #5 psi CONC. PER
HOOK BAR. LAP LINTEL PLAN. IF
OTHER BARS INTO REBARIS
CORNER AS REQ'D INDICATED IN
LINTEL, #5 TO BE
HOOKED INTO
SIDE VERTICALS
'44 4 4�
-A
villit- i16-
4
4
7 .4g
ZBOTTOM STEEL IN LINTEL IF
INDICATE - SHOULD HOOK INTO
VERTICAL CELLS PER MD08
ROUGH OPENING PER PLAN
4
METAL LATH OR WIRE SCREEN
OVER COURSES NOT REQ'D
TO BE FILLED. (SHEET METAL
& PAPER FELT PROHIBITED)
HOOKPER
MD013
PIPT, --r
.6";7J7
4
h A.
Ai
.4
4
. lAt
0
LIL
z
_j
IL
W
W
W
A$ A
GRADE40
GRADE60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS:
CASTE -CRETE, QUALITY, AND LOTTS
"A"
NON
4
OPENING
"All
TY4AL SHEAR WA�L
SEGMENT
I'D"
#3
17/8
4
7
15
21/4
41/4
91/4
.14 1--f
#4
21/2
55/8
91/2
20
3
55/8
121/2
24
#5
__7 -------
7
113/4
25
33/4
7
151/2
30
#6
A$ A
TYPICAL MASONRY CONSTRUCTION
LINTEL W/ TRANSOM DETAIL
SCALE: 3/4" = V-0"
SEE DOWEL PLAN FOR
FILLED CELL INFO.
MIN. (1) IS REQ'D ON
EITHER SIDE U.N.O.
(2) 2X8 SYP#2 P.T. HEADER
TURNED SIDEWAYS.
ATTACH TO MASONRY
WALL W/ SIMPSON HU28-2
HANGER @ EA. END. W/
(14) 1/4" x 2-3/4" TAPCONS
TO MASONRY & (6) 1 Od
NAILS TO HEADER
SCALE: 3/4" = V-0"
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
GRADE40
GRADE60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS:
CASTE -CRETE, QUALITY, AND LOTTS
"A"
NON
-SHEAR WALL AT
OPENING
"All
TY4AL SHEAR WA�L
SEGMENT
I'D"
#3
17/8
41/4
7
15
21/4
41/4
91/4
.14 1--f
#4
TYPICAL MASONRY CONSTRUCTION
LINTEL W/ TRANSOM DETAIL
SCALE: 3/4" = V-0"
SEE DOWEL PLAN FOR
FILLED CELL INFO.
MIN. (1) IS REQ'D ON
EITHER SIDE U.N.O.
(2) 2X8 SYP#2 P.T. HEADER
TURNED SIDEWAYS.
ATTACH TO MASONRY
WALL W/ SIMPSON HU28-2
HANGER @ EA. END. W/
(14) 1/4" x 2-3/4" TAPCONS
TO MASONRY & (6) 1 Od
NAILS TO HEADER
SCALE: 3/4" = V-0"
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
GRADE40
GRADE60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS:
CASTE -CRETE, QUALITY, AND LOTTS
"A"
"B"
licit
I'D"
"All
111311
PIC"
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
7
113/4
25
33/4
7
151/2
30
#6
33/4
81/16
14
30
41/2
81/16
181/2
36
#7
43/8
9 13/16
16 1/2
35
51/4
913/16
21 3/4
42 1
EMBEDDED
M CE31 It'%C: nC:-rA11
1.1
rX I- I-)/-%
SCALE: 3/4" = V-0"
STANDARD 90* HOOK
I
STANDARD'180' HOOK
#3 = 2 Y2"
#4 = 2 Y2"
#5 2 Y211
#6 3"
#7 3 Y2"
TYPICAL TRUSS ANCHOR PER PLAN
PROVIDE SCREEN WHEN BLOCK BELOW
IS NOT REQUIRED TO BE FILLED
STANDARD 90 DEGREE HOOK
TYP. BOND BEAM 8" x 8" x 16" K.O.
LINTEL BLOCK FILL wl 3000 psi CONC. w/
(1) #5 DIA. REBAR
STD. 90 DEGREE ANGLE 3000 psi
CONC. 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 UUNU.
MD08 FOR LAP INFO.
t-MUV1LJr_ %aLr_t'%1A %-)U 1 �W_ %-.j
FILLED CELL AND REBAR (TYP). MORTAR
JOINTS SHOULD NOT BE CUT
SEE I-QUINDA I ION rUK rvu I INU
Nt
9
13'-4"
1-1/2" CLEAR
-0B/1T
8F16 all i q
161-011
d
�z
8F20-1B/1T
2
W .4 ---#5REBARATTOPMIN.(l)REQ'D
C.M.U.
8F20-0B/1T 0
z
8RF22-1 B/I T 00 GROUT
0 if) 0
0
P.6 z #5 REBAR AT BOTTOM OF LINTEL
8F24 -113/1T
CAVITY
W
W_
BOTTOM REINFORCING PROVIDED 0
8RF22-0B/1T + 11111111111111111[0 1
7-5/8" ACTUAL IN LINTEL (VARIES)
8F24-0B/1T 8" NOMINAL WIDTH
8RF30-1B/1T FILLED
81732-1 B/1 T 1-1/2" CLEAR
r
8RF30-OB/IT (D
W z
.4 #5 REBAR AT TOP MIN. (1) REQ'D
0
8F32 -OB/IT
< C. M. U.
z
CO � E] � � a .
8F38 -1 B/I T 90 z
z cid
8FI 2 -1 B/1 T 0 � J 0
BOTTOM REINFORCING PROVIDED j z
8F40 -0B/1T
7-5/8" ACTUAL IN LINTEL (VARIES)
n
8F8 0B/1T 8" NOMINAL WIDTH
UNFILLED z
W 0
SAFE LOAD TABLE NOTES
lit-
0
zo 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED
LLJ
z
PRECAST LINTEL LOAD TABLE
LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING
APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS:
CASTE -CRETE, QUALITY, AND LOTTS
LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL
LLI
Q
_j
0
RECESSED LINTELS BASED ON 4" NOMINAL BEARING.
a
P
STANDARD LINTEL NOTES
STANDARD LINTELS
,LEAROPENING 8"UNFILLED 8F8-1B/8F8-0B8F16-1B/8F16-0B 8F24-1B/8F24-0B 8F32 -113/8F32-013
1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.
2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV, MASONRY OPENINGS. U.N.O.
3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN.
8" BEARING EA. END
4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN
INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT
ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL.
5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD I
CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS
ADEQUATE FOR THE LOADS.
6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS
SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY
WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ,D.
7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL
SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS
V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000
z
0
F__
12-
W
LLJ
3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED.
ILL!
4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR
-r
2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 -
2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107
T-21' 1217 2165/1969 6113/2931 8672/4576 10000/6224
3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249
41-0" 860 1651/1349 5365/1999 7342/3123 10000 / 4249
4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470
5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592
6'-2" 488 991/991 2661 /2143 5681/2698 6472/3685
7'-0" 416 752/699 1843/1625 3486/2602 6390/3302
8'-01' 354 726/699 1843/1625 3486/2255 6205/2885
9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489
101-01, 292 567/454 1366/1277 2423/1770 4006/2263
10'-8" 277 492/352 1254/1132 2193/1567 3552/2003
11--2" 255 471 /352 1075/1075 1838/1567 2883/2003
12'-0" 239 418/297 1075/1045 1838/1446 2883/1848
121-8" 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
16-13" 0 284/0 950/0 1379/0 1997/0
MATERIALS
W
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
181-01, 0 211/0 750/0 1177/0 1676/0
1. fc PRECAST LINTELS = 3500 PSI.
2. f c PRESTRESSED LINTELS = 6000 psi.
3. GROUTED PER ASTM C476 fig = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP.
4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE
STRENGTH = 1900 PSI.
5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE
6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510.
18'-8" 0 142/0 598/0 1114/0 1468/0
20'-0" 0 180/0 598/0 1024/0. 1441/0
20'-81' 0 145/0 550/0 981/0 1376/0
Uj C3)
co
'It
;00
11 C:) W
co z
C1-_ Uj <
z
0
4j, M U_
22'-8" 0 110/0 450/0 824/0 1147/0
RECESSED LINTELS -FILLED
CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB
2'-4" 1694/1694 3725/3280 5499/5421
2'-8" 1425/1425 3343/3280 4933/4933 1
3'-0" 1230/1230 2769/2769 4085/4085
3'-4" 1081/920 2769/1716 4085/2839
4'-4" 846/833 2121/1716 3127/2839
64" 664/572 1761/1761 2595/2595
64" 526/434 1539/1539 1329/2267
7'-4" 480/322 1334/1334 1964/1552
8'-4" 415/235 1152/1152 1694/1552
1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER
2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.
LINTEL DESIGNATION SCHEDULE
MARK
LINTEL
REQUIREMENTS
F = FILLED WITH GROUT
U = UNFILLED R = RECESSED
QUANTITY OF #5 REBAR @
BOTTOM OF LINTEL CAVITY
8F16-1B/1T
QUANTITY OF #5 REBAR AT TOP
NOMINAL HEIGHT
NOMINAL WIDTH
TYPE DESIGNATION
8RF6-1B/1T
0
8F8-1B/1T
rAR1
8RF14-1B/1T
81716-113/1"r
CE
8RF14-OB/IT
13'-4"
1-1/2" CLEAR
-0B/1T
8F16 all i q
161-011
d
�z
8F20-1B/1T
2
W .4 ---#5REBARATTOPMIN.(l)REQ'D
C.M.U.
8F20-0B/1T 0
z
8RF22-1 B/I T 00 GROUT
0 if) 0
0
P.6 z #5 REBAR AT BOTTOM OF LINTEL
8F24 -113/1T
CAVITY
W
W_
BOTTOM REINFORCING PROVIDED 0
8RF22-0B/1T + 11111111111111111[0 1
7-5/8" ACTUAL IN LINTEL (VARIES)
8F24-0B/1T 8" NOMINAL WIDTH
8RF30-1B/1T FILLED
81732-1 B/1 T 1-1/2" CLEAR
r
8RF30-OB/IT (D
W z
.4 #5 REBAR AT TOP MIN. (1) REQ'D
0
8F32 -OB/IT
< C. M. U.
z
CO � E] � � a .
8F38 -1 B/I T 90 z
z cid
8FI 2 -1 B/1 T 0 � J 0
BOTTOM REINFORCING PROVIDED j z
8F40 -0B/1T
7-5/8" ACTUAL IN LINTEL (VARIES)
n
8F8 0B/1T 8" NOMINAL WIDTH
UNFILLED z
W 0
SAFE LOAD TABLE NOTES
lit-
0
zo 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED
LLJ
z
z
LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL
_j
0
RECESSED LINTELS BASED ON 4" NOMINAL BEARING.
a
P
2. 0 = NOT RATED.
Ir -
Lij
3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED.
ILL!
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
(j)
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.
Lj r
9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.
z cl)
0
0 LLJ
_j
CO S
LLF
00
0
0000
W
TW-)
IM
F_
0 -J
Z
LL
0
_j
>_
0
LLJ
< 0
0
ry
n
CZ1
r2
STRUCTURALENG:
BAD
- - ----------------------
52
-STRUCT:
TNA
QC CHECK:
cc
- --------- -
JOB
SCALE:
No.
TM - 2170330
INDICATED
AS
LINTEL PLAN
DATE:
03/22/2017
1/8"=1141
I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC. is strictly prohibited.
(1) #5 FROM FTG. TO
(1) #5 FROM FTG. TO
lo
TIE BEAM SPLICE TO
TIE BEAM SPLICE TO
UJI M
0-
BE MIN. 25" GROUT
BE MIN. 25" GROUT
bo 0 U)
GRADE z 7� LU
CELL SOLID
CELL SOLID
I
<
MASONRY WALL
MASONRY WALL
Uj <
SEE PLAN
SEE PLAN
R U-
U)
CONCRETE SLAB PER
FOUNDATION PLAN - Wr.
W
CONCRETE SLAB PER
FOUNDATION PLAN
wW'-0 4 9 00
I = 0
co
�7-, Ll I I I
(2) #5 BARS CONT. CLEAN
I I I 4R FILL @ 95% STANDARD
(2) #5 BARS CONT. E =,C� I COMPACTED
W/ 3" COVER TYP. CLEAN COMPACTED W/ 3" COVER TYP. f�3�r=
V-4" FILL @ 95% STANDARD V-4" DENSITY
,lit Ilk, DENSITY 710,
HERE 2ND STORY OCCURS, G
WHERE 2ND STORY OCCURS, FTG FSH A L L BE V-4" WIDE w/(3) #5 BARS
SHALL BE V-4" WIDE w/(3) #5 BARS
TYPICAL GARAGE CURB FOOTING
TYPICAL EXTERIOR FOOTING AFO
3/4"=11-011
3/4"=1 1-01.
IF BRG. WALL ABOVE -
1/2" J -BOLT W/ MIN. 6"
PAST DEEPEST STEP
U) REQ'D MIN 4"
U.1 CONIC. SLAB PER (1) #5 CONT. w/ 1-1/2"
FOUNDATION PLAN COVER TYP. lot 1-1 /2" COVER TYP.
CONCRETE SLAB PER
FOUNDATION PLAN z
Uj
IL CL LU
W 0- 0 -
LU
4o No
%
7. -45'
CLEAN COMPACTED
FILL @ 95% STANDARD
DENSITY (2) #5 BARS CONT. W/ 3"
COVER TYP.; AT
2 -STORY COND. (3) #5
BARS REQ'D & FTG TO
BE 20" WIDE
NON-BEARING SLAB STEP DOWN (9§� DOUBLE STEP'FOOTING
3/4"=11-011
HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER LU
SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING
FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE <
BELOW
CONC. SLAB PER 2 1/4"
FOUNDATION PLAN CONIC. SLAB PER
U)
LU FOUNDATION PLAN x P.T. SILL PLATE
2x PT SILL PLATE 2
�4
4 V
z
4' :4 0
I r
41
4
77 A. EL
ILI
q.- YL�
HF,1111 I IF77111- -111-111 11 Ill—
LLI
W
VARIES
lo
U
SEE PLAN
UJI M
0-
A A
.4o Co
GRADE
4
.4
—111 0
bo 0 U)
GRADE z 7� LU
4 00
I
<
>
0
Uj <
CLEAN COMPACTED
(2) #5 BARS CONT. w/ 3"
4
R U-
wW'-0 4 9 00
I = 0
co
�7-, Ll I I I
(2) #5 BARS CONT. CLEAN
I I I 4R FILL @ 95% STANDARD
(2) #5 BARS CONT. E =,C� I COMPACTED
W/ 3" COVER TYP. CLEAN COMPACTED W/ 3" COVER TYP. f�3�r=
V-4" FILL @ 95% STANDARD V-4" DENSITY
,lit Ilk, DENSITY 710,
HERE 2ND STORY OCCURS, G
WHERE 2ND STORY OCCURS, FTG FSH A L L BE V-4" WIDE w/(3) #5 BARS
SHALL BE V-4" WIDE w/(3) #5 BARS
TYPICAL GARAGE CURB FOOTING
TYPICAL EXTERIOR FOOTING AFO
3/4"=11-011
3/4"=1 1-01.
IF BRG. WALL ABOVE -
1/2" J -BOLT W/ MIN. 6"
PAST DEEPEST STEP
U) REQ'D MIN 4"
U.1 CONIC. SLAB PER (1) #5 CONT. w/ 1-1/2"
FOUNDATION PLAN COVER TYP. lot 1-1 /2" COVER TYP.
CONCRETE SLAB PER
FOUNDATION PLAN z
Uj
IL CL LU
W 0- 0 -
LU
4o No
%
7. -45'
CLEAN COMPACTED
FILL @ 95% STANDARD
DENSITY (2) #5 BARS CONT. W/ 3"
COVER TYP.; AT
2 -STORY COND. (3) #5
BARS REQ'D & FTG TO
BE 20" WIDE
NON-BEARING SLAB STEP DOWN (9§� DOUBLE STEP'FOOTING
3/4"=11-011
HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER LU
SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING
FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE <
BELOW
CONC. SLAB PER 2 1/4"
FOUNDATION PLAN CONIC. SLAB PER
U)
LU FOUNDATION PLAN x P.T. SILL PLATE
2x PT SILL PLATE 2
�4
4 V
z
4' :4 0
I r
41
4
77 A. EL
ILI
q.- YL�
HF,1111 I IF77111- -111-111 11 Ill—
LLI
W
lo
U
>
0
(2) #5 BARS CONT. w/ 3" CLEAN COMPACTED
CLEAN COMPACTED
(2) #5 BARS CONT. w/ 3"
0
81,
8" FILL @ 95% STANDARD
COVER TYP.; AT
FILL @ 95% STANDARD
COVER TYP.; AT
Cl)
Ilk II&
2 -STORY COND. (3) #5 DENSITY
2 -STORY COND. (3) #5 DENSITY
CLEAN COMPACTED
BARS REQ'D & FTG TO
BARS REQ'D & FTG TO
FILL @ 95% STANDARD
BE 20" WIDE
BE 20" WIDE
DENSITY
W
AFA BEARING SLAB STEP DOWN
AFOk FOOTING AT INTERIOR BEARING
Uj
3/4"=11-011
Cf)
o,
3/4"=V-0" 3/4"=1
LLi
oo
0%
ut, I. MAIDUNKY 1.11LIM0 — -0 W . �11111
A 0
IV @ ELEV. U-10" w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D U) b
U) cc: U —
CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS W c3l, -j
I 1 0
SLOPED GROUT TO W 1z Ck= W
z
DRAIN MASONRY WALL <
ease 49!11
0
OPTIONAL CURB BY co SEE PLAN
i i MIN. 24" BEFORE . , ill -j -:�j 1 'n'. �,
BUILDER 44: LL
CONC. SLAB PER ANOTHER STEP CONC. SLAB PER (1) #5 FROM FTG. TO
4' SLOPE
z FOUNDATION PLAN - TIE BEAM MIN. 25"
SLAB w/ (1) #5 CONT. 4. SPLICE GROUT CELL
8"x`12" THICKENED
CONC. SLAB PER FOUNDATION PLAN
8" #5 CONT. PER MFG
FOUNDATION PLAN w/ 3" COVER TYP.
4 REINFORCEMENT SEE SOLID PER PLANS
1'4
FOUNDATION PLAN
oA
.4. W
GRADE ILIJ
U)
C? Co -
>
L o , FOR QUANTITY
4� W 0
0.1111W � . W
Q0 A
4
sit THRESHOLD PER MFG 41
#5 x 25" x 25" CORNER 4 A 4 A
-A'V 4� 1=1 I E9 I FE -1 I 1 44 'IT
(� 4
-H 11 -do I W :Aj
2,1
4.
HORIZONTAL CONIC. SLAB PER
44 BAR, ONE FOR EA. U)
Lli
4,
8 REBAR, TYP. U.N.O. 6
8" 4. 41 FOUNDATION PLAN Z
-11 1�
W
co I FiEd lEd I I
!2
NONE/= 0 or
A 4 A W1 I I wo I im
W A (2) #5 BARS CO
U) 4 . ."' ! I . I . ' I ' .
'4 11-4-
W SLOPE W/ 3" COVER TYP.; @ ol
> (2) #5 CONT. w/ 3" 2 -STORY CONDITION
0
a)
1�'COVERTYP. PER MF :;4 (3) #5 BARS w/ 20"
0 (2) #5 CONT. w/ T� , WR=� SLOPE EXT. SURFACE
V-4" (2) #5 BARS CONT.
WIDE FOOTING J
W/ 3" COVER TYP. co COVER TYP. I P1 P —1 (2) #5 BENT BARS w/ OR GRADE 1/4" PER CLEAN COMPACTED N,
CLEAN COMPACTED MIN. 25" LAP SPLICE FOOT AWAY FROM
FILL @ 95% STANDARD
FILL @ 95% STANDARD BUILDING DENSITY
WHERE 2ND STORY OCCURS, FTG
SHALL BE V-4" WIDE w/(3) #5 BARS DENSITY ELASTOMERIC JOINT
FILLER
AFO-%9� TYPICAL STEP FOOTING DETAIL AF1�'O� TYPICAL CORNER BAR DETAIL (TOP VIEW) AF1)� EXTERIOR DOOR POURED SILL fiFf� FOOTING AT INTERIOR BEARING WITH CMU
6FO"'� FOOTING @ SHOWER AT MASONRY 3/4"= 1 1-01, (�F�O8 THICKENED EDGE 3/4"=1'-0" 3/4"=V-10" 3/4'1=11-011 3/4"=V-0" 3/4i'= 1 1-011
#5 DOWEL W/ MIN. 6" #5 CONTINUOUS — ANCHOR PER BRG. z
FILLED CELL PER PLAN WOOD POST PER PLAN CONIC. SLAB PER CONC. SLAB PER EMBED. INTO MAIN WALL SCHEDULE. IF C6 3
FOUNDATION PLAN FOUNDATION PLAN FOOTING W SIMPSON #4 BAR @ 48" O.C. W/ 2 1/4" CURB REQ. ANCHOR IF)
FOR SIZE AND BASE SHALL HAVE 6" MIN. W
CONNECTION EPDXY @ 12" O.C. MIN. 32" BEND INTO EMBED. BELOW W 0
— — — — — — — 1)5 3/4" CONCRETE STAIRS AS SLAB BOTTOM OF CURB. 0 06
TOP COURSE TO BE (D � m
GARAGE �4: � REQ'D PER GRADE W/ CONCRETE SLAB PER 91 A
CHAIR BLOCKS. MIN (1) #5 BAR @ PLAN OPT CURB PER z
ENTIRE BASE TO BE MF04/SD1 z
FILLED SOLID NOSING ADD #5 CONT. WHEN 0
STI RUPS REQUIRED
TOP VIEW @ CORNER SEE ElLEVXTION 2 x P.T. SILL PLATE
%
A
CMU BASE w/ (1) #5 S EE 0
C)
VERTICAL @ EACH PLAN
GARAGE WALL CORNER. SEE FLR. I it
#3 STIRRUPS @ 48"
100 M
4 1
BEYOND � A. L C? C')
CONIC. SLAB PER PLAN FOR BASE SIZE z 0? LILI z
(2) #5 DIA. BARS @ TOP_ (2) #5 DIA. BARS T - ----- W < O.C. WHEN MONO z
z z
FOUNDATION DRIVEWAY BY 4- A� WHEN MONO DEPTH W DEPTH EXCEEDS 4 P.6" 0
2 0 0- r
.4' LD WHEN MONO DEPTH -4. U) i z
Uj
4
PLAN BUILDER- CONCRETE EXCEEDS 26", IF EXCEEDS 26", IF 26". IF LESS THAN
DEPTH < 26" THESE
3/4" :'A :a7 > LU
C0
FI -1 J M ILL! LL
A Uj BARS ARE NOT REQ'D BARS ARE NOT REQ D 4:. GRA STIRRUPS ARE NOT A PIN
SEE FOUNDATION FOR 1 j- 4 L 0 7 rn
4 OR PAVERS 4
PAD SIZE DEPTH < 26" THESE 26" THESE L
cn
GRADE E
I CONIC. SLAB OR I -..— -4 REQ'D
A 0 LU #3 STIRRUPS @ 48" #3 STIRRUPS @ 48"
4
PAVERS U)
4 41L =z O.C. WHEN MONO
PER PLAN
O.C. WHEN MONO
CY)
Co DEPTH EXCEEDS 26", (3) #5 CONT. W/ 3" MIN
411
4 o\ DEPTH EXCEEDS 26", A E COVER ON CHAIRS
CLEAN COMPACTED IF DEPTH < 26" THES I I FE1 F
20"x8" SE PI IN FOR STA IR INFO IF
I . -� I , . ... I , 4 4': IF DEPTH < 26" THESE 'El BARS ARE NOT REQU — - . —ill—
FILL @ 95% STANDARD L4 4 BARS ARE NOT RlEQ,D 1— %
THICKENED -d
DENSITY 4 CLEAN COMPACTED CONCRETE STAIRS ARE FORMED &
EDGE W/ (2) #5 4 A L �—o CLEAN COMPACTED (2) #5 BARS CONT. W1 CLEAN COMPACTED FILL @ 95% STANDARD POURED, PROVIDE (1) #5 @ EACH STEP,
4 .4 4 (2) #5 BARS CONT. W, - , — = I " LONG #5 BARS
1 FILL @ 95% STANDARD 3" COVER TYP. FILL @ 95% STANDARD DENSITY & TERMITE DRILL AND EPDXY (2) 12
CONTINUOUS 3" COVER TYP. CLEAN COMPACTED 3" COVER TYP.
FILL @ 95% STANDARD
DENSITY DENSITY DENSITY TREATED W/ 3" MIN COVER @ EA. END OF STAIRS
FOOTING @ ENTRY MASONRY COLUMN
A—F2-�O� DEEP MONOLITHIC FOOTING A172'� DEEP MONOLITHIC FOOTING W/ STAIR fiIF2� DEEP MONO INTERIOR STEP DOWN
1�F�l THICKENED EDGE GARAGE DOOR fiF1
3/4"=V-0" 3/4"=V-0" 3/4"=111-011 3/4"= 1 I -o" 5A
P.00
TOP (2) #5 x 4'-0"
CENTERED AT P 1p� PVC OR SCH40 SLEEVE CIO
Z (j) 0
PENE�TRATION 0 Uj -j
4 Ld
1 '\4 4 4
8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE 00 �Ild
FINISH PER ELEV. CENTERED AT PIPE 0
CONC. SLAB PER 8" C.M.U. FINISH PER PENETRATION 0 00 0
FOUNDATION PLAN 2 Ln W
FINISH FLOOR ELEV.
00 Z
FINISH FLOOR 0 Uj
PENETRATING
PIPE PENETRATING PIPE 0
W
GRADE 2N, SEE DIN. 0
�4 4 PLAN FOR
0
4
LOOP TIE (TYP.) -SIZE & REINF.
4A:l
PIPE PERPENDICULAR TO FND
-21
A TOP (2) #5 x 4'-0"
STRUCTURAILENG: BAD
PVC SLEEVE MIN. FOOTING PER PLAN z
CENTERED AT PIPE PVC OR SCH40 SLEEVE DRAFTING:
DIAMETER TO BE 2 PENETRATION
PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN
-STRUCT: TNA
FILL @ 95% STANDARD EFDN PLAN lilt
THAN THE -!:71
(SIDE VIEW) DENSITY FOR SIZE QC CHECK: cc
60 4'
PENETRATING PIPE WN. ------- - -- -
PVC SLEEVE & REINF,..,
JOB No.
TM - 2170330
(FRONT VIEW) S C I A ILE : ....... AS -- I NDi CATE .1 D ---
-----------
PIPE VERTICAL THRU FDN 4 DATE: 03/22/2017
4
NOT USED
4F`I�� TYPICAL FOUNDATION PENETRATIONS
3/4"=11-011 PIPE PARALLEL TO FND SD1
<
4�
4-
z /I
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited.
PROVIDE STANDARD
n�
HOOK
A 1 �4'
4 �7.
44. (1) #5 VERTICAL IN
4,'
GROUT FILLED CELL (IF
REQ'D PER PLAN)
4] If
4
4
4' NOTE: SEE MD08 ON
A, LINTEL PLAN FOR
91
ADDIT'L REBAR INFO
71
VERTICAL REINFORCEMENT DETAIL
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"=V-0"
NOTE: CUT BACK 2x8
P.T. @ TOP TO ALLOW
CONT. 2x4 BLOCKING
AROUND CURVE. MIN.
2 TAPCON ANCHORS
PER 2x8
ARCH WINDOW FRAMING DETAILS
PRE-ENGINEE
--
TRUSSES PER
24" 0. C. MAX.
TYP. TRUSS T(
CONNECTION I
CONNECTION I
EXT. SHEATHIP
ATTACHED PE
NAILING SCHEI:
FROM TOP OF
KNEEWALLTO
OR SP2 CLIPS
AND SP1 CLIP%'
BASE ARE REC
2x BLOCKING
MIN 2x4 STUDE
O/C
2x P.T. PLATE
1/2" x 8" A.B. Of
HID @ 32" O.C.
FROM EA. END
ON BASE PLAT
TOP KNOCK 01
CONT.
COURSE W/ (1:
00�F�l KNEEWALL ABOVE MASONRY WALL
3/4"= 1 1-01,
(B OF OPENING
GARAGE BUCK DETAIL
ARCH PER ELEV
2x6xl2 P.T. CENTER
BUCK
3/8" DIA. ANCHOR
CENTERED
GARAGE WALL
BEYOND
2x6 P.T. BUCK EACH
SIDE OF OPENING
SEE PLAN FOI
FRAMING INF(
BLOCKING PE
WALL SCHEDI
(3) 12d END NAILS TO LAST STUD
TYPICAL TIE BEAM w/ 3000 psi
CONC. W/(1) #5 REBAR CONT.
STID HOOK
2x PT STUD OR ALTERNATE 1x PT
FURRING TO CMU W/ 2x FRAMING PER
PLAN
TYPICAL FILLED CELL
w/ 3000 psi CONC. w/(1)
#5 REBAR VERT.
VERIFY w/ PLAN FOR
REQ'D LOCATIONS
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
2x STUDS @ 16" O.C. FOR KNEE WALL
CHORD WITH (4) 1 Od
(1) #5 IN TIE BEAM
<S>
ROOF SHEATHING FOR STRAP
!x4 SPF CONT.
(1) #5 BAR IN PRECAST
4 k
h
'/16" OSB W/ (2) Eld
LINTEL
li�
4 ; I - . 1.
It,
'/16" OSB EACH SIDE,
(2) #5's VERTICAL IN
N1 6d NAILS @ 16" O.C.
PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW
FO SIDE & TOP NAILER
GROUT FILLED CELL
44. (1) #5 VERTICAL IN
4,'
GROUT FILLED CELL (IF
REQ'D PER PLAN)
4] If
4
4
4' NOTE: SEE MD08 ON
A, LINTEL PLAN FOR
91
ADDIT'L REBAR INFO
71
VERTICAL REINFORCEMENT DETAIL
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"=V-0"
NOTE: CUT BACK 2x8
P.T. @ TOP TO ALLOW
CONT. 2x4 BLOCKING
AROUND CURVE. MIN.
2 TAPCON ANCHORS
PER 2x8
ARCH WINDOW FRAMING DETAILS
PRE-ENGINEE
--
TRUSSES PER
24" 0. C. MAX.
TYP. TRUSS T(
CONNECTION I
CONNECTION I
EXT. SHEATHIP
ATTACHED PE
NAILING SCHEI:
FROM TOP OF
KNEEWALLTO
OR SP2 CLIPS
AND SP1 CLIP%'
BASE ARE REC
2x BLOCKING
MIN 2x4 STUDE
O/C
2x P.T. PLATE
1/2" x 8" A.B. Of
HID @ 32" O.C.
FROM EA. END
ON BASE PLAT
TOP KNOCK 01
CONT.
COURSE W/ (1:
00�F�l KNEEWALL ABOVE MASONRY WALL
3/4"= 1 1-01,
(B OF OPENING
GARAGE BUCK DETAIL
ARCH PER ELEV
2x6xl2 P.T. CENTER
BUCK
3/8" DIA. ANCHOR
CENTERED
GARAGE WALL
BEYOND
2x6 P.T. BUCK EACH
SIDE OF OPENING
SEE PLAN FOI
FRAMING INF(
BLOCKING PE
WALL SCHEDI
(3) 12d END NAILS TO LAST STUD
TYPICAL TIE BEAM w/ 3000 psi
CONC. W/(1) #5 REBAR CONT.
STID HOOK
2x PT STUD OR ALTERNATE 1x PT
FURRING TO CMU W/ 2x FRAMING PER
PLAN
TYPICAL FILLED CELL
w/ 3000 psi CONC. w/(1)
#5 REBAR VERT.
VERIFY w/ PLAN FOR
REQ'D LOCATIONS
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
1/2"=11_011
LINTEL (SEE PLAN)
7/16" O.S.B. EA. SIDI
2x BLK'G. TO O.S.B.
(2) - 8d EACH END
END VIEW w/ CMU
HEADER (SEE PL,*
ARCH PER ELEV
1�r
7/16" O.S.B. EA. SIDI
2x BLK'G. TO O.S.B.
(2) - 8d EACH END
END VIEW w/ WOOD
DORMER FRAMING DETAIL
PT BASE PLATE
BEARING/ SHEARWALL CONNECTION TO CMU
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)
PLAN
MASONRY WALL PER
2x STUDS @ 16" O.C. FOR KNEE WALL
CHORD WITH (4) 1 Od
LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT
<S>
ROOF SHEATHING FOR STRAP
!x4 SPF CONT.
CMU WALL PER PLAN
3LOCKING ATTACH TO
(5) 3/8" DIA. J -BOLT W/
'/16" OSB W/ (2) Eld
TO TOP CHORDS OF TRUSSES BELOW WHEN
4AILS
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS
'/16" OSB EACH SIDE,
BELOW AND CONNECT w/ HTS20 @ 32" O.C.
N1 6d NAILS @ 16" O.C.
PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW
FO SIDE & TOP NAILER
2x PLATES OVER ROOF DECK PER VALLEY
5-1/2" EMBED. AT EA.
THREADED ROD PER
!x BUCKS,
DOUBLE TOP PLATE
<8>
SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR
RAFTER
(4) EQ. SPACED 1'TITEN HID ANCHORS w/
DOOR BRACKET, EA.
PLANS. MIN. 6" FROM
STRUCTURAL SHEATHING PER PLAN AND ROOF
FINISH PER ARCHSFIN
2x4'X'BRACE ACROSS
CURVED ROOF TRUSSES PER PLAN OR CURVED
----- ........... WINDOW, FASTEN BUCK TO MASONRY W/ (2) ROW OF 1/4" TAPCONS 6"
2'
SIDE OF DOOR.
END OF BRG. WALL/
NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D
NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE
TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED.
MIN. 12 EMBEDMENT FOR HOLLOW
4
PROVIDE 1-1/2" x 3/16"
MASONRY WALL
FROM ENDS AND 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF
NAIL SCAB TO TOP
2x4 #2 SYP RAT RUN
BLOCK OR 3 1/2" EMBEDMENT FOR SOLID
THICK WASHER W/ EA.
CHORD WITH (3) 10d
TOP AND BOTTOM M11
BLOCK. MAX. 6" FROM TOP AND BOTTOM
ANCHOR. (1 st BOLT TO
LOCATION. MIN (3) BA
OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6"
2x4 BLOCKING
2. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x
BE 8" MAX. ABV. CURB,
BASE PLATE
BETWEEN TRUSSES
TO EACH TRUSS. TYP
FROM TOP AND BOTTOM AND 12" O.C.
REST EQ. SPACED
CONNECTION PER BRG
BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12"
DOUBLE TOP PLATE w/
10d NAILS @ 4" O.C.
BETWEEN
—24" O.C.)
WALL SCHEDULE
STANDARD TRUSS
O.C. @ EACH SUCCESSIVE BUCK
TRUSS PER PLAN
BOTTOM CHORD
DOUBLE TOP PLATE
FRAMED WALL PER
PLAN
1/2"=11_011
LINTEL (SEE PLAN)
7/16" O.S.B. EA. SIDI
2x BLK'G. TO O.S.B.
(2) - 8d EACH END
END VIEW w/ CMU
HEADER (SEE PL,*
ARCH PER ELEV
1�r
7/16" O.S.B. EA. SIDI
2x BLK'G. TO O.S.B.
(2) - 8d EACH END
END VIEW w/ WOOD
DORMER FRAMING DETAIL
PT BASE PLATE
BEARING/ SHEARWALL CONNECTION TO CMU
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)
PLAN
MASONRY WALL PER
3/4"=11_011
TYPI
AL
EA
-RAMING DETAILS FOR
\DDITONAL
NFORMATION
HEADER CAN BE
EITHER UPSET OR
)OWNSET)
)x W/ (2) 16d TOE NAILS
EACH END
3) 16d COMMON
�AILS (TYP.)
2x STUDS @ 16" O.C. FOR KNEE WALL
CHORD WITH (4) 1 Od
LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT
<S>
ROOF SHEATHING FOR STRAP
!x4 SPF CONT.
CONT. ROOF SHEATHING NAIL PER PLAN
3LOCKING ATTACH TO
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END
'/16" OSB W/ (2) Eld
TO TOP CHORDS OF TRUSSES BELOW WHEN
4AILS
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS
'/16" OSB EACH SIDE,
BELOW AND CONNECT w/ HTS20 @ 32" O.C.
N1 6d NAILS @ 16" O.C.
PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW
FO SIDE & TOP NAILER
2x PLATES OVER ROOF DECK PER VALLEY
COMPANY
FRAMING DETAIL
!x BUCKS,
DOUBLE TOP PLATE
<8>
SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR
RAFTER
COMMON TRUSS PER PLAN OR CONV. FRAMING w/
STRUCTURAL SHEATHING PER PLAN AND ROOF
FINISH PER ARCHSFIN
2x4'X'BRACE ACROSS
CURVED ROOF TRUSSES PER PLAN OR CURVED
----- ........... WINDOW, FASTEN BUCK TO MASONRY W/ (2) ROW OF 1/4" TAPCONS 6"
RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING
NAILED @ 6" O.C. STAGGERED
NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D
NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE
TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED.
3/4"=11_011
TYPI
AL
EA
-RAMING DETAILS FOR
\DDITONAL
NFORMATION
HEADER CAN BE
EITHER UPSET OR
)OWNSET)
)x W/ (2) 16d TOE NAILS
EACH END
3) 16d COMMON
�AILS (TYP.)
SHEATHING PER PLAN
TYP. TRUSS TO FRAME
CONNECTION PER
STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE AS REQ'D
WATERPROOFIr.—
BUILDER
PRE -CAST LINTEL PER
PLAN
SIZE TAPCONS SPACING # ROWS
2x4 3/16" x 3 1/2" 12" O.C. I <
I 2x6 3/16" x 3 1/2"
F_2x8 3/16" x 3 1/2" 12" O.C.
FASTEN PT 2x BUCK
MIN. 2x4 SPF #2 KNEE -
CHORD WITH (4) 1 Od
WALL WITH STUDS @
NAILS
16" O.C. W/
I
!x4 SPF CONT.
STRUCTURAL
3LOCKING ATTACH TO
SHEATHING ON BOTH
'/16" OSB W/ (2) Eld
SIDES FROM TOP OF
4AILS
WALL TO BOTTOM OF
'/16" OSB EACH SIDE,
BEAM. ATTACHED PER
N1 6d NAILS @ 16" O.C.
NAILING SCHEDULE
FO SIDE & TOP NAILER
OTHERWISE SP2 CLIPS
COMPANY
AT TOP AND SP1 CLIPS
!x BUCKS,
AT BASE ARE
1. 1x OR 2x PT BUCKSMAILERS SHALL EXTEND BEYOND INT. FACE OF
REQUIRED
SHEATHING PER PLAN
TYP. TRUSS TO FRAME
CONNECTION PER
STD. CONNECTOR
NOTES
FRAME OUT TO BLOCK
EDGE AS REQ'D
WATERPROOFIr.—
BUILDER
PRE -CAST LINTEL PER
PLAN
SIZE TAPCONS SPACING # ROWS
2x4 3/16" x 3 1/2" 12" O.C. I <
I 2x6 3/16" x 3 1/2"
F_2x8 3/16" x 3 1/2" 12" O.C.
FASTEN PT 2x BUCK
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 CHORD
SCAB IN EACH TRUSS
ATTACHMENTS
TO MASONRY NOTES:
IF NO WEB IS PRESENT
SUPPLIED BY A/C
COMPANY
1. 1x OR 2x PT BUCKSMAILERS SHALL EXTEND BEYOND INT. FACE OF
AT EACH TRUSS
2x4'X'BRACE ACROSS
----- ........... WINDOW, FASTEN BUCK TO MASONRY W/ (2) ROW OF 1/4" TAPCONS 6"
LENGTH OF
SHEARWALL
FROM ENDS AND 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF
NAIL SCAB TO TOP
2x4 #2 SYP RAT RUN
CHORD WITH (3) 10d
TOP AND BOTTOM M11
z
(2) BAYS PAST A/C
LOCATION. MIN (3) BA
2x4 BLOCKING
2. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x
0
BETWEEN TRUSSES
TO EACH TRUSS. TYP
TOENAILED TO
EACH SIDE
BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12"
DOUBLE TOP PLATE w/
10d NAILS @ 4" O.C.
STANDARD TRUSS
O.C. @ EACH SUCCESSIVE BUCK
TRUSS PER PLAN
BOTTOM CHORD
DOUBLE TOP PLATE
FRAMED WALL PER
PLAN
3. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS
----------- - (FASTENING) ARE MET
U)
P.T. BUCK PER DOOR 4. BUILDER SHALL FOLLOW DOORMINDOW MANUFACTURER'S WRITTEN
LL1
MANUFACTURER'S SPECIFICATIONS.
0
S PECIFICATIONS.
>
W
2x BUCK DETAIL
ry
7 Ljj
SHEATHING PER PLAN
STRUCTURAL
TYP. TRUSS TO FRAME
SHEATHING
00 I
" 0% !16' Ld 00
0
CONNECTION PER
TYP. TRUSS TO FR AME 1�41
@!_
0 V-1 'I"
C-2 6
,ROD cc,:411
STD. CONNECTOR
CONNECTION PER
151S z
a T_
NOTES
STD. CONNECTOR
Co
C;
FRAME OUT TO BLOCK
NOTES
0
z Uj <
EDGE AS REQ'D
FRAME OUT TO BLOCK
Z
EDGE
0
_j
(2) 2x TOP PLATE
1/2" x 8" ANCHOR BOLT
" (2) 2x #2 SYP SEE PLAN
(2) 2x PLATE (2) 2x #2 SYP SEE PLAN OR TITEN HID @ 32
FOR BEAM SIZE (ONLY
(2) 2x TOP PLATE O.C. & 6" FROM EACH
FOR BEAM SIZE IF OPENING PROVIDED
END
PER PLAN)
MIN. 2x4 SPF #2 KNEE
WALL WITH STUDS @ MIN. 2x4 SPF #2 KNEE
2x PT BOTTOM WALL w/ STUDS @ 16" f
(2) 2x #2 SYP SEE PLAN 16" O.C. W/ O.C. w/ STRUCTURAL
PLATE
FOR BEAM SIZE STRUCTURAL C�
SHEATHING FROM C5,
SHEATHING ON BOTH TOP OF WALL W7
SIDES FROM TOP OF PRECAST LINTEL OR
BOTTOM OF WALL. �:z
BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE
ATTACHED PER
0..
RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE
NAILING SCHEDULE
KNEEWALL AT DOWNSET BEAM
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 CHORD
SCAB IN EACH TRUSS
ATTACHMENTS
IF NO WEB IS PRESENT
SUPPLIED BY A/C
COMPANY
(3) 1 Od NAILS TYP I CAL
AT EACH TRUSS
2x4'X'BRACE ACROSS
LENGTH OF
SHEARWALL
NAIL SCAB TO TOP
2x4 #2 SYP RAT RUN
CHORD WITH (3) 10d
TOP AND BOTTOM M11
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/
10d NAILS @ 4" O.C.
STANDARD TRUSS
TRUSS PER PLAN
BOTTOM CHORD
DOUBLE TOP PLATE
FRAMED WALL PER
PLAN
3/4"=11_011
OTHERWISE SP2 CLIPS
MASONRY WALL AT TOP AND SPI CLIPS
BUILDER FRAME a)
AT BASE ARE REQ'D
RADIUS AS REQ'D
. . . . . . . . . . .
Ica
3/4"=V-0" 3/4"=11_011
KNEEWALL AT UPSET BEAM fiFO KNEEWALL OVER MASONRY WALL
ROOF SHEATHING
ATTACH PER NAILING
SCHEDULE
z
0
< �5
STANDARD TRUSS W
TOP CHORD VARIES 0
oes C�
TRUSS WEBS NOT W 0 m
SHOWN FOR CLARITY 0 z n j L
PRE-ENG.TRUSS PER
PLAN, 24" O.C. MAX
2x4 #2 SYP CROSS
BRACING (AT 45') W/ ROOFING MATERIAL <
(3) 12d NAILS TO RAT PER ARCHS z <
W 0 IL
RUNS. TYP EACH SIDE SEE FRAMING PLAN Uj 0
CONDENSATE FOR CONNECTION
INFO Uj Z z
DISPOSAL BY A/C SEE ELEVATION gL j 0
SUPPLIER Uj
TOP OF MASONRY 11W (9 2
5
CONNECTION TO BE rn
SUPPLIED BY A/C ARCH PLANS FOR LILI
COMPANY
OVERHANGINFO UJ
(2) 2x4 #2 SYP
BLOCKING W/ SIMPSON RE, ELE�
FOR 0. TYP. SINGLE TIE -BEAM
A34 OR LUS24-2 EACH
END
W/ (1) #5 CONT.
GROUT SOLID
Uj
FLUE PER MANUF. W
SPECS W/ 2" MIN. WINDOW PER
CLEAR BETWEEN FLUE
FLOOR PLAN CO
& FRAME M
I D
GALVANIZED FLASHING M F—
z 0
PRECAST CONC. OR 0 U) _j
EXT. SHEATHING LU
ATTACHED PER POWERS STEEL SILL V) r! LLF
TYP. @ ALL WINDOWS
NAILING SCHEID. < �e
00 0
2x4 FRAMED CRICKET EXT FINISH PER PLAN 0 00 0
W/ GALVANIZED
Ilk
FLASHING W .. CO
0 _j z
_j W W
MAIN FLOOR OgL a 0
-0" uj
(4) 16d COMMONS ELEV 0' 770 ---) 0 1:
NAILED @ EACH END 0
CONC. SLAB - VERT REINF. BEYOND
SEE FOUNDATION
2x4 BLOCKING W/ (2) PLAN FOR MORE INFO
16d COMMONS END
NAILED TO VERTICAL STRUCTURAL E_NG:_.I3.A.D.__.-__._
2x4's MASONRY WALL PER
PLAN
SEE FOUNDATION -STRUCT: TNA
y\1 DETAILS FOR FTG INFO QC - C - H - E . CK - : c . C
TRUSS PER PLAN . . . . ...... .......
J OB No. TM -2 1 7033 0
TYPICAL ONE STORY CMU WALL SECTION SCALE: AS - I . NDIC - ATED — -- --------
----------------
fiso DATE: 03/22/2017
3/4"=11_011
PERP. SHEARWALL CONNECTION TO TRUSS A/C IN TRUSSES
3/4"=V-01,
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"
0. C. MAX. wl (4) 1 Od
NAILS TO BOTTOM
CHORD & (3) 10d NAIL!
TO TOP CHORD; NOTE
IF WALL HEIGHT IS
BETWEEN 4FT & 8FT,
USE 2x6 SYP #2 STUD!
GALVANIZED FLASHIN
2x4 BLOCKING W/ (2)
16d COMMONS END
NAILED TO VERTICAL
2x4's
3/4"=11_011
CHIMNEY FRAMING DETAIL
3/4"=11-011
CIRADCnkl L
-V_
DIAGONAL TO BEAM
PT 2x8 PLT., CANT. F
CLG. NAILING SURF�
PROVIDE 16d NAILS
GABLE END TRUSS
PLT.@12" O.C. MAX.
CMU WALL OR LINTE
BELOW
SIMPSON HGA10 @ 48"
O.C.
SHEATHING NOT REQ'D
TO BE CONT. @ THE
TRANSITION FROM
BEAM TO GABLE
TRUSS
BEAM PER PLAN
BEAM CONNECTION
SIMPSON I
DIAGONAL
PLATE
SIMPSON HGA10 @ 48"
CONTRACTOR TO FIELD VERIFY WHICH
O.C.
UP TO 4'-8"
NO BRACE REQUIRED
NOTE: ALL GABLE
CONTACT EOR
BRACING IS TO BE
SHEATHING NOT REQ'D
SYP#2 OR BETTER
TO BE CONT. @ THE
14'-0" < H:E18'-8"
TRANSITION FROM
SIMPSON A23 @ EACH
A35 DIAGONAL TO
2x8 RIDGE BOARD
2x6 COLLAR TIE HALF
WAY UP HEIGHT OF
WALL TO GABLE
TRUSS BOT. CHORD
TRUSS
1/2" J -BOLTS w/
DOUBLE 2x TOP PLATE
z
WASHERS (MIN. 7"
z
FASTEN SIDE WALL
PLATE
RAKED DOUBLE TOP
EMBED) MIN. 6" FROM
SHEATHING PER PLAN.
V-0" MAX PLYWOOD CANT. O.H.
V-0" MAX PLYWOO'
SEE ELEV. FOR
SEE ELEV
EACH END AND 32" O.C.
(5) 16d NAILS
BRACE
W
TO BLOCKING
EXT. SHEATHING;
ATTACHMENT w/ (3) 1 Od
W
M
ATTACH PER PLAN
EACH END (TYP.)
TOENAILS EA. END
ATTACH JAMB STUDS
FRAME WALL CONNECTION
2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ
BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF
SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C.
(4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D)
PROVIDE 2x4 BRACE -
TO EA. ADJ. DIAG.
FASTEN TO DIAG. w/(2)
16d NAILS.
I I
GABLE BRACING @ 48"
O.C. NOT REG'D 6'
FROM EAVES
GABLE BRACING CHART
CONTRACTOR TO FIELD VERIFY WHICH
GABLE BRACING
UP TO 4'-8"
NO BRACE REQUIRED
CONDITION IS REQUIRED.
CONTACT EOR
71-011 < H:!E 9'-4"
(2) 2x4 BRACE (SEE SECTION A -A)
9'-4" < H. -E14' -O"
FOR ADDITIONAL INFO AS REQ'D
14'-0" < H:E18'-8"
STRONGBACK W/ (2) 2x4 BRACE
SIMPSON A23 @ EACH
A35 DIAGONAL TO
2x8 RIDGE BOARD
2x6 COLLAR TIE HALF
WAY UP HEIGHT OF
BRACE TO PLATE
TRUSS BOT. CHORD
1/2" J -BOLTS w/
Uj
z
WASHERS (MIN. 7"
z
VALLEY. FASTEN w/ (5)
PLATE
RAKED DOUBLE TOP
EMBED) MIN. 6" FROM
2x4 SYP #2 BRACING @
V-0" MAX PLYWOOD CANT. O.H.
V-0" MAX PLYWOO'
SEE ELEV. FOR
SEE ELEV
EACH END AND 32" O.C.
24" O.C, FOR FALSE BM
2x8 #2 SPF STUDS AT
W
MAX.
ATTACHMENT w/ (3) 1 Od
W
M
EACH END (TYP.)
TOENAILS EA. END
ATTACH JAMB STUDS
U)
0 Uj _j
_j
0
M b
SHEATHING PER PLAN
U_
16" O.C.
LU
2x TOP PLATE TO
TRUSS PER PLAN
T_
GABLE END W/ 16d
0—
U) <
NAILS @ 6" O.C.
2
CEILING NAILER AS
1/2" x 8" J -BOLT @ 32"
0 In
. 4 DTC CLIP, (2) 8d NAILS
2x8 #2 SYP PT. BASE
OUTLOOKERS @ 24"
_j
0
��T_
FRAMING FOR FALSE
BEARA IF RE( -)'D w/ 0
1/2" THREADED ROD
32" O.C. GABLE TRUSS
TO MASONRY. AT
MAIN SPAN ROOF
2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ
BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF
SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C.
(4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D)
PROVIDE 2x4 BRACE -
TO EA. ADJ. DIAG.
FASTEN TO DIAG. w/(2)
16d NAILS.
I I
GABLE BRACING @ 48"
O.C. NOT REG'D 6'
FROM EAVES
GABLE BRACING CHART
H
GABLE BRACING
UP TO 4'-8"
NO BRACE REQUIRED
41-8" < H 6 7'-011
(1) 2x4 BRACE
71-011 < H:!E 9'-4"
(2) 2x4 BRACE (SEE SECTION A -A)
9'-4" < H. -E14' -O"
STRONGBACK W/ (1) 2x4 BRACE
14'-0" < H:E18'-8"
STRONGBACK W/ (2) 2x4 BRACE
W
WHERE O.H. IS > V-0", DROP
0" MAX PL
GABLES w/ OUTLOOKERS @ 24" 0 1'- 7 YOOD CANT. O.H
TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR
TRUSS WITH (3) 12d TOENAILS. O.H. SIZE
CONNECT TO DROP GABLE WITH
H2.5 CLIP. MAX Z -O" O.H.
SEE GABLE
CONNECTION DETAIL
FOR REQ'D
CONNECTIONS
2x4 ATTACHED TO EA. -
GABLE 2x4 BRACE WITH
(2) 10d NAILS
11 CONT. 2x4
—2x4 DIAGONAL BRACE
@ 48" O.C. TO 3RD
BAY REQ'D w/
STRONGBACK, SEE
CHART
��GABLE BRACING M
SEE CHART
STRONGBACK IF REQ'D
PER CHART
Al 1A GABLE END
SHEATHING FASTEN
451' PER PLAN.
2x4 BLOCKS, (2) 16d
NAILS @ EA. END.
BLOCK ADJ. BAYS Ca
EA.DIAG. AS SHOWIS
FASTEN ROOF
SHEATHING TO
BLOCKS w/8d NAILS
@ 6" O.C.
(5) 16d NAILS BRACI
TO BLOCKING
PROVIDE 2x4 BRACI
TO EA. ADJ. DIAG.
FASTEN TO DIAG.wl
16d NAILS.
GABLE BRACING @
O.C. MAX. 450 FRON
HORIZONTAL (+/- 1C
BRACE NOT REQUII
6'FROM EAVES.
PROVIDE BLOCKIN(
BETWEEN TRUSS B
@ 48" O.C. FOR FIR
M
LLJ
0
STUDS TYP, BASE
F
SIMPSON DTC, (2) 8d
HEADER STUDS PER
HEADER SCHEDULE
U,
C0
TO BOTTOM
A
SHEATHING PER PLAN
2x8 RIDGE BOARD
2x6 COLLAR TIE HALF
WAY UP HEIGHT OF
NAILS INTO BLOCKING,
(4) 8d NAILS TO TOP
U.N.O. ON PLANS
Uj
z
z
VALLEY. FASTEN w/ (5)
PLATE
RAKED DOUBLE TOP
CONNECTION
V-0" MAX PLYWOOD CANT. O.H.
V-0" MAX PLYWOO'
SEE ELEV. FOR
SEE ELEV
J
10d COMMON NAILS @
2x8 #2 SPF STUDS AT
z 0
EACH END (TYP.)
O.H. SIZE
0 H . Sj�
WHERE O.H. IS > V-0",
ATTACH JAMB STUDS
0 Uj _j
0
PLATE
SHEATHING PER PLAN
16" O.C.
LU
TRUSS PER PLAN
DROP END GABLE w/
0—
W
TRUSS PER PLAN DTC CLIP, (2) 8d NAILS
2
CEILING NAILER AS
1/2" x 8" J -BOLT @ 32"
. 4 DTC CLIP, (2) 8d NAILS
2x8 #2 SYP PT. BASE
OUTLOOKERS @ 24"
1/2" THREADED ROD
32" O.C. GABLE TRUSS
TO MASONRY. AT
MAIN SPAN ROOF
0
O.C. TO RUN BACK TO
(AS SHOWN)
IKITn PI nrVll\lr-' M MASONRY WALL OR
I
2x6ls @ 24" O.C. MAX.
1ST COMMON TRUSS
Z
0 LLJ
FASTEN SYP OR SPF
2x4 SYP #2 BLOCKING, I META16 AT 24" O.C.
@ 24" O.C. W/ (2) 12d LLI W
P.T BASE PLATE
WITH (3) 12d TOENAILS.
z
2x6 (MIN.) PLATE THRU
END NAILS @ EACH it N
r) �__ 2 �_
CONNECT TO DROP
0
GABLE WITH H2.5 CLIP.
MAX 2'-0" O.H.
C)
CONT. 2x4
U)
UJI
2x4'S @ 24" O.C.
GABLE END
SHEATHING FASTEN
PER PLAN
SPLICE AS REQ'D
Uj
SIMPSON H10A DIAG.
TO BLOCKING
Z
X.
uj
Cf)
PROVIDE 2x BLOCKING
C_=1 Uj 00
�e
FOR NAILING
C�kj 6
j z
0 0 <
UJI co =0
W <
TRUSS PER PLAN
Z
H I SEE PLAN FOR
0
SUPPORT AND TIE
DOWN OF JACK
UL
TRUSSES
I == UMMI-r- -- WALL PER PLAN
HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS 2x4 BRACE IF REQ'D BAYS CONNECTION DETAIL L -
(FRAME WALL SHOWN -
BRACE SEE CHART. :01
FOR REQ'D MAY ALSO BE
TIE BEAM COURSE W/ (1) 2x4 STUDS ney 24" 0 C W/
"Al
01 CONNEG I IUNZ) MASONRY) 1, co
#5 CONT. SINGLE BASE & TOP
�4
10d COMMON NAILS (1) A23 FROM
PLATE w/ PLYWOOD FALSE BM PER PLAN STRONGBACKTO
SHEATHING COVERING IF REQ'D @ 6" O.C. DIAGONAL ***NOTE: GABLES SPANNING LESS THAN 8'DO NOT REQUIRE BRACING
rj% 0
GABLE VERTICAL z
z
CMU WALL CONNECTION CLEAR SPAN CONNECTION .0-0
..2
7 2ND 2x4 BRACE IF
REQ'D, SEE CHART
V
2x6
***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING***
A -A GABLE VERTICAL BRACING
Z
10d COMMON NAILS @
0
81, O.C.
E�O3 GABLE END @ FLAT CEILING w/ BOSTON HIP
GABLE END @ FLAT CEILING CONNECTIONS rGEO� GABLE END BRACING (G
3/4"= 1 1-01, 3/4"=11_011 N
!kI
2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING 2x4 BLOCKING (2) 12d (2) 2x TOP PLATE a
OUTLOOKER (MAX. FOR NAILING NAILS, TOENAILED @ SEE GE01/SD3 FOR 8d NAILS @ 4" O.C.
ROOF SHEATHING 2'-0" MAX\ (2)16d NAILS PLT. TO EACH END.AT 24" O.C. ROOF SHEATHING OUTLOOKER OR CONV. FRAME OR $ (n z
SPAN 2'-0") w/ (2) 16d STUD TOP & BOTTOM PER PLAN I of j CD
END NAILS EA. El (TYP.) (END NAIL PLTS. HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER zo-
TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS SEE HEADER CANTILEVER PLAN W
2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d SCHEDULE & NOTES < 0
END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE FOR ADDT'L INFO. 06
OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS SIMPSON LSTA12 OR
0
Uj
SIMPSON H2.5(TYP.) W/(2)12d END NAILS BRACE TO LEDGER SP4 CONNECTORS @ z
I GABLE TR
HOLD WALL 3-1/2" @ EACH END DOUBLE TOP PLATE 24"o.c. IF HEADER WITH P:
DOWNFOR I UPLIFT SPAN 4'-6" OR
2x4 LEDGER W/ (2) 110d I
V-9" MAX, EXT. SHEATHING;
MORE. j
lo OUTLOOKER TRUSS PER PLAN NAILS @ EACH WEB $1 ATTACH PER NAILING 0
HEADER PER PLAN IF — z
REQ'D. MIN (1) JACK& z EXTERIOR SHEATHING. 2x DOWNFRAME TO SCHEID. 0
(1) KING STUD w/ SIMPS. TRUSS PER PLAN ATTACH PER PLAN DOOR AS REQ'D (2) 16d NAILS TO EA, 0
LSTA18 HEADER TO CL FROM TOP OF WALL COMMON TRUSS :<
ROOF SHEATHING PER
PLAN
2x4 OUTLOOKER @ 24"
O.C. MAX. w/ (2) 16d
END NAILS TO TRUSS
TRUSS PER PLAN —
VARIES
0
STUDS TYP, BASE
F
SIMPSON DTC, (2) 8d
HEADER STUDS PER
HEADER SCHEDULE
U,
C0
TO BOTTOM
A
I
2x8 RIDGE BOARD
2x6 COLLAR TIE HALF
WAY UP HEIGHT OF
NAILS INTO BLOCKING,
(4) 8d NAILS TO TOP
U.N.O. ON PLANS
Uj
z
z
VALLEY. FASTEN w/ (5)
PLATE
RAKED DOUBLE TOP
CONNECTION
J
10d COMMON NAILS @
2x8 #2 SPF STUDS AT
z 0
EACH END (TYP.)
ATTACH JAMB STUDS
0 Uj _j
0
PLATE
SHEATHING PER PLAN
16" O.C.
LU
TRUSS PER PLAN
SIMPSON META16@
0—
W
TRUSS PER PLAN DTC CLIP, (2) 8d NAILS
2
CEILING NAILER AS
1/2" x 8" J -BOLT @ 32"
. 4 DTC CLIP, (2) 8d NAILS
2x8 #2 SYP PT. BASE
I
1/2" THREADED ROD
32" O.C. GABLE TRUSS
TO MASONRY. AT
MAIN SPAN ROOF
0
Pi=nn
(AS SHOWN)
IKITn PI nrVll\lr-' M MASONRY WALL OR
I
2x6ls @ 24" O.C. MAX.
TDHCQ
Z
0 LLJ
NOTE: PROVIDE ADDIT'L O.C. AND 6 FROM E-A. I PLATE W/ 1/2" x 8" EA. SIDE OF HEADER WOOD WALL LU
END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN ... ! I - I --- LLJ
BLOCKING AS REQ'D 2x8 #2 SPF STUDS @ LINTEL SEE PLAN IN CMU. OR SIMPSON ANCHOR BOLT OR (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR
PER HIB -91 & TRUSS MSTAM-24 TYP. EA. I
16" O.C. TYP. SIDE OF EA. STUD. META16 TITEN HID @ 32" O.C. & PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE)
MANU.'S DRAWINGS; 6" FROM EACH END STUDS) W/ MIN 7" 32" O.C. MASONRY WALL
CEILING GYP. BID. IS 2X8 #2 SYP PT BASE CENTERED BETWEEN EMBED. INTO SLAB SHOWN, SEE PLAN
NOT A DIAPHRAGM PLATE FRAME AND CMU SEE
I %AIAI I QDI Ir'I= nPTAII RTn nnNnITION 0 CMU VAULTED CONDITION a- CMU ONLY REQ -D @ BRG FOR WOOD OR
4U,
CMU WALL PER PLAN FOR REQ'D FLASHING WALL W/ UPLIFT MASONRY
rGEO� GABLE END AT VALLEY FRAMING
GABLE END @ VAULTED CEILING
3/4"=V-0"
3/4"= 1 1-01,
0
0
SIMPSON DTC, (2) 8d
HEADER STUDS PER
HEADER SCHEDULE
8
2x8 RIDGE BOARD
2x6 COLLAR TIE HALF
WAY UP HEIGHT OF
NAILS INTO BLOCKING,
(4) 8d NAILS TO TOP
U.N.O. ON PLANS
VALLEY. FASTEN w/ (5)
PLATE
10d COMMON NAILS @
z 0
EACH END (TYP.)
ATTACH JAMB STUDS
0 Uj _j
2x6 RAFTER TO 2x8
TRUSS PER PLAN
PER WF08/SD4
LU
TRUSS PER PLAN
0—
RIDGE BOARD W/ A35
ON (1) SIDE OF
RAFTER & A35 ON ADJ
TRUSS PER PLAN DTC CLIP, (2) 8d NAILS
00 0
0 00 0
2 W)
RAFTER TO OPP SIDE
INTO BLOCKING, (2)
(AS SHOWN)
X
2x6ls @ 24" O.C. MAX.
IN CMU. OR SIMPSON
Z
0 LLJ
FASTEN SYP OR SPF
2x4 SYP #2 BLOCKING, I META16 AT 24" O.C.
@ 24" O.C. W/ (2) 12d LLI W
P.T BASE PLATE
LLJ >_ 0 0
_-) < 1:
2x6 (MIN.) PLATE THRU
END NAILS @ EACH it N
r) �__ 2 �_
orict-N 1 rlwo.,-; r -c -r\ END,
W/ 1/4"x4-1/2" SIMPSON
4 LAY 2x4 BLOCKING
SIDS SCREWS TO TOP WALL SHEATHING PER OVER THE TOP OF THE
CHORD OF EACH PLAN LINTEL PER PLAN BOTTOM CHORD.
TRUSS BELOW ATTACH W/ (2) 1 Od
FASTEN CONV. 2x 2x WALL, SEE PLAN NAILS @ EACH TRUSS
VALLEY RAFTER AT 24" O.C.
IZIPA"INI(1- tnp PPr__PKIr4
VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL bLAKINU UUNUI I 1UN (W -\LL
UIVIU VV/ QC CHECK: cc
2x PLATE WITH ------- _ ... — - ---------
SIMPSON MTS12 OR JOB No. TM - 2170330
LSTA12 & (5) 8d NAILS - --- -- --- ---- - -------
SCALE: AS INDICATED
@ EA. RAFTER TO PLT. - ------- -- ---
MFOk TYPICAL HEADER DETAIL DATE: 03/22/2017
PFOk NON-BEARING WALL CLIP DETAIL
3/4"=11_011 1/2"=11-0"
(Z n 01
0
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, INC. is strictly prohibited. ___j
STRUCTURAL ENG: BAD
_QTPHrT6 TNA
VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL bLAKINU UUNUI I 1UN (W -\LL
UIVIU VV/ QC CHECK: cc
2x PLATE WITH ------- _ ... — - ---------
SIMPSON MTS12 OR JOB No. TM - 2170330
LSTA12 & (5) 8d NAILS - --- -- --- ---- - -------
SCALE: AS INDICATED
@ EA. RAFTER TO PLT. - ------- -- ---
MFOk TYPICAL HEADER DETAIL DATE: 03/22/2017
PFOk NON-BEARING WALL CLIP DETAIL
3/4"=11_011 1/2"=11-0"
(Z n 01
0
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, INC. is strictly prohibited. ___j
NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED NOTES:
PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN
BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE- 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION LLJ
LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) OUTSIDE (2) 2x4's
INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 1 Od NAILS 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN 1/4" <
@ 8" O.C. (FOLLOW
PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. NAILING
NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6)
IN REQUIREMENTS THIS
ATTACH 2x4 STUDS TO DETAIL FOR ALL TOP 1 Od x 3" COMMON 1 Od 3"
(2) 1 Od NAILS @ 3" O.C. TOP PLATE W/ (3) 12d PLATE SPLICE X
WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT LOCATIONS)
THEN (2) ROWS 10d ALL LOCATION X
NAILS @ 8" O.C.
OTHERWISE 2x4 WALL BEYOND
AGAINST 2x8 STUDS
ATTACHED PER z
10dx3"COMMON 0
(WF08/SD3) W
OVERLAP TOP PLATE
AT CORNER 10d x 3" COMMON OPP.
C\1
a 1 Od x 3" OPP. SIDE
TOP SPLICE @ SIDE LU
DOUBLE 2X4 TOP ATTACH 2x8 STUDS TO NAIL BOTTOM PLATE U)
PLATE TO EACH PLY OF BUILT CD
TOP PLATE W/ (4) 12d UP COLUMN BELOW W/ Uj
ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL (2) 1 Od NAILS X
TOP PLATE W/ (3) 12d AT ALL LOCATION
TOE -NAILS TYPICAL AT 10dx3"COMMON
ALL LOCATION TOP SPLICE TOP PLATE CORNER TRANSITION OPP. SIDE
BOTTOM SPLICE OVER DOUBLE 2x8 TOP
STUD PLATE (2) 2x4's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C
(2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's
LIJ
MF�0 TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) AFO YPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN
3/4"= 11-01, 11-1/2"=V-0" Uj
SHEATHING PER PLAN . co
2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING CL
3/8"
OD
BEYOND INSTALLED VERTICALLY. (D NAIL SHEATHING AT FRAME WALL BOTTOM PLATE W
0 AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING ROOF SHEATHING, �e C;
U- z IR -
W - _j z
T_ (1) ROW OF 8d COMMON NAILS @ 3" O.C. FASTEN PER PLAN 0000
'A'= NAIL SPACING
C.'* -J <
— — — — — FF _TI
/F Ot" '9b O�" '9C. ROOF SHEATHING, Z
a_ _L ww� W Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON -:2�4 I& ROOF SHEATHING, 5, 9 1 0) 4= 0
U_ 1: IK FASTEN PER PLAN CDP
NAILS @ 3" O.C. '�� () ' U
W <
W Uj �- U) FASTEN PER PLAN
T 0 1/2" A
1111 11 177TII 11 11 11 1/2" z L0
Q NAIL OPENING PERIMETER w/ (2) ROWS OF 8d ace
a- U) Z m op �9'q
I— L 111-- -7- _1" -1 r U (D COMMON NAILS @ 3" O.C. PAY
0
0 LU
WALL SHEATHING 2x4 FRAMING @ 24"
111 11 11 1 _r (D NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL I= U_
SPLICE, SEE SPLICE A O.C. MAX.
DETAIL. MAX 1/8" EDGES 6" O.C. U.N.O. ON PLANS 1/2" 2x4 FRAMING @ 24" 2x4 #2 SYP CONT. w/ (2)
Uj 'I O.C. MAX. PROVIDE (4) 10d x 3" zle P
�_ Uj STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d
OPENING SPACE BETWEEN @ DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 Od NAILS 16d COMMON NAILS
4 LU COMMON NAILS @ 3" O.C. NAILS AT JOINT
PANELS T_ >_ @ 4" O.C. PROVIDE (4)10d x3" EA. STUD OR TRUSS Pa
PO
�A
0
�j *
AILS
U) U) S MEMBER, TYP. (MAX.y
PER -ENG TRUSSES
IAIL 24"O.C.). IF MASONR
TYP. 00 2x SCAB w/ 1 Od NAI NLSJ
STUD PER PLAN
TOP & BOTTOM
3 ry PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT
_j HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @
U_ 0
AROUND 2x STUDS BEYOND, _j SHEATHING SPLICE, @ 4" O.C. USE (2) 1/4" TAPCONS
OPENING U_ 7. w/ MIN. 2" EMBED. @
SEE PLAN FOR MORE (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION — PER -ENG TRUSSES
< U_ I =1 - i` _ #-- 2x FASCIA 24" O.C.
I PER PLAN - L ::: . ��] ::: 11
INFO 0 VERTICAL MEMBER IF GABLE END SHEATHING & T\ 2x FASCIA PER PLAN
W z U)
T 71— 71— F Uj M 2 BLOCKING GYPSUM WALLBOARD
NOTE: (2) 8d TOE NAILS TO C)
0 — (2) 8d TOE NAILS
CMU WALL PER PLAN TRUSS CONNECTION
CT1_ LEDGER TRUSS PER PLAN
W o JOINT, MAX. 1/8" GAP TO LEDGER 0
U) U) M 2x4 PT LEDGER W/ z
USED AS U
1-i L �IL_ Jul U_ N :E
0 3: f_ 0 15/32 OR 7/16 STRUCTURAL 1 PLYWOOD O.S.B. TO BE PER PLAN
PLIFT RESISTANCE: NO OTHER FASTENERS
0 2x4 LEDGER W/ (2) 16d
A IL
U) REQ'D. EXCEPT AS NOTED ON PLANS. NAILING PER 1/4" x4" TAPCONS @ 12" 0
0 0 2x FRAME WALL PER NAILS @ 16" O.C.
O.C. 41
FLOOR SYSTEM (D PLAN
SEE ELEV. FOR SEE ELEV. FOR
2x4 BLOCKING PLACED WOOD/MASONRY
SHEATHING SPLICE NOTE: SAME THICKNESS AND SCHEDULE
STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE a) f
CUT TO FIT 2x BOTTOM PLATE FLATWISE (2) 16d UE
REQUIRED BETWEEN STUDS. PLAN (TRUSS SHOWN)
BEYOND SEE PLAN NAILS EACH END
OPENING SIZE
SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION FRAME WALL
SHEATHING DIAGRAM EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT
TO BEAR ON MASONRY OR CONCRETE UNLESS FELT
PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF fiFf� TYPICAL SCAB OVERHANG (6 0 2 LEDGER LOW ROOF
AF�l EXTERIOR SHEATHING SCHEDULE PLYWOOD SHOULD BE MAINTAINED NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE CID
3/4"=1 1-00, REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"= 1 1-01,
K�) OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS
SEE ROOF SHEATHING, 2x4 #2 SPF
PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C.
DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS z
SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END X X (D
+ + X X - EO
@ EACH STUD 12d NAILS @ EACH END ...... 2x12 BOX HDR w/ 2x8's ++ UJI
11-1
TOP & BOT., 2x8 TO 2X8 #2 SPF VERTICAL
PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF
'ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" 0 C. W 0
FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST . . . I Al NAILING SCHEDULE & w/ (2) 16d END NAILS z
SPACING EXTERIOR SHEATHING STRAP AROUND W LINTEL w/ (2)ROWS OF + + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF
W 1/4" x 4" TAPCONS @ TRUSS MEMBER
NAIL PER PLAN TALLER STUD) U) 2x4 #2 SYP P.T. @ EA. MORE INFO & + ROOF SHEATHING D
SEE PLAN FOR . . I + <
16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2X8 W/ (2) 1 Od NAILS @ XX - CONNECTION ++
CONNECTION STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL XX- + z
2x BRG WALL, SEE 0
PLAN FOR STUD SIZE & TRANSOM BETWEEN TOENAILS INTO OTHER =36 TRANSOM BETWEEN SEE WALL CLIP DETAIL c)
SPACING. MIN (2) 2x SEE FLOOR PLAN FOR 2x8 #2 SPF VERTICAL W
t7— LINTELS TRUSS LINTELS FOR MORE INFO 2x8 #2 SPF VERTICAL T_ @ 24" O.C. W/ EXT. LLJ
UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN LINTEL PER PLAN SHEATHING PER Z z
@ 24" O.C. w/ EXT. 1A
U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. SHEATHING PER NAILING SCHEDULE & Uj 0
W/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & (4) 12d NAILS EACH
2x BLOCKING TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. TRUSS MEMBER (TOP
SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY (4) 12d NAILS EACH AND BOTTOM CHORDS Lij
STUD ATTACH 2x TO VERTICALLY VERTICALLY TRUSS MEMBER ALONG W/ WEBBING) W
2x6 r
2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) U)
PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 1 Od NAILS 2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 1 Od NAILS @
SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKETSGD 3" O.C. TO EA. 2x6 POCKET SGID EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGID EACH VERTICAL
UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY
U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER
tWF�l SECTION @ DOUBLE BEARING fiFlk STEP @ BEARING FRAME WALL HEADER @ POCKET SLIDER w/ TRANSOM (P�SO2 HEADER POCKET SLIDER w/ TRANSOM jfS�03 HEADER POCKET SLIDER �rS�O4 HEADER POCKET SLIDER
Ifso,
3/4"=V-0" 3/4"=V-0" 1/2"=V-0" 1/2"=1'-0" 1/2"=V-0" 1/2"=11-011 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' 54
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SIDS SCREWS @ to
STRAP IS NOT REQUIRED. 16" O.C. MAX.; 0)
TO GABLE END STUDS wl IM
(2) 1/4" X 31%," SIMPS. SIDS z (j) 0
EXT. BEAM PER PLAN PT POST PER PLAN SCREWS @ 16" O.C. 0 W _j
t MAX.; (1) M Ld
LAP B7 -AM PLYS AND TO MASONRY w/ 2x6 PT < �e
NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) '00 0
NAILS PER PLY EXT. BEAM PER PLAN 1/4" x 2 3/4" TAPCONS AT 0 00 0
12" O.C. LO
HTS20 CLIP FROM
POST TO BEAM SIMPSON H3 CLIP SHEATHING PER PLAN 0 Z
2x4 SYP #2 LEDGER. _j U.
PLAN VIEW @ TOP OF POST TO STUDS OR BEAM w/ (4) 1 Od NAILS FOR LLJ >- 0 0
PT POST PER PLAN CONV. FRAMED ') < 1:
ABU POST BASE PER (2) 1/4" X 41/2' SIMPS. 7 MEMBERS ONLY 0
SIDS SCREWS @ 16"
PLAN O.C. MAX.;
5/8" THREADED ROD w/ TO GABLE END STUDS
NUT SET IN ADHESIVE w/ (2) 1/4" X 31/2' SIMPS.
SIDS SCREWS @ 16" FASCIA PER STRUCTURALENG: BAD
--7-7 O.C. MAX.; COMMUNITY SPECS
SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR -STRUCT: TNA
41-111 PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED
U INFO x 2 3/4" TAPCONS @ 12" ROOF TRUSSES @ 24" QC CHECK: cc
SIDE VIEW @ BASE OF POST O.C. O.C. MAX. JOB No. TM - 2170330
SIMPSON H3 CLIP DESIGNED FOR
SHINGLE ONLY SCALE: AS INDICATED
CORNER C T DATE: 03/22/2017
(C"D 0 1 OLUMN FRAMING KSDO1 YPICAL SHED ROOF DETAIL
3/4"=1'-0" 1/2"=1 .41
.-1 0 SD4
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