448 Red Rose Ln 17-1913 (a)GENERAL CON5TRUCTION NOTE5:
CHAPTERS AND SECTIONS REFER TO F.B.C.R, - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN TH15 SET OF DRAWINGS REFERENCING LUM13ER 51ZE5 ORWALL THICKNE55 ARE
TO BE CON51DERED "NOMINAL DIMEN51ON611
LOT 149 THORNBROOKE 40 s OCCUPANCY AND CON5TRUCTION TYPE:
TH16 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5'CLA55IFICATION.
EXTERIOR WALL ENVELOPE: -BUILDING BY PROVIDING ALL DETAILS L15TED UNDER TH15 SECTION, INCLUDING BUT
BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 10114 OF THE F.B.C.
nA&PI TN("..TnN ?[;RE; Fl F\/.4TTnN C, NlnT I IMITP:n TO TO: MANI IFACTUREW5 IN6TAI I ATION INSTRUCTIONS AND ALI SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED.
CEILING CON5TRUCTION: .46 NUMBER 27002
1, THE GARAGE SHALL BE SEPARATED FROM THE RE51DENCE AND ITS ATTIC; AREA BY NOT LE55 THAN 1/2 INCH (121 mm) GYPSUM 50ARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH CAD FILE NAMELOT 1,
HA51TABLE ROOMS SHALL BE SEPARATED FROM ALL HA51TABLE ROOMS A50VE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A ISSUED OJ- 14-17
FLOOR-C;EILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH REWSED
GARAGE RIGHT F.B.C.R. - 5TH EDITION (2014) R102.3.�,
EXTERIOR FIN15HE5:
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB,C,R, - 5TH EDITION (2014) R -103b] AND A6TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE
OF CORRO51ON-RE615TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INGH LONG 16 GAUGE STAPLES
5PACED NO MORE THAN 6 INCHES, OR AS OTHERW16E APPROVED, THICKNE56 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.C.R, - 5TH EDITION (2014) R103b,2 AND A5TM 0 926,
TAYLOR MORRISON PER FB.G.R. 5TP EDITION (2014) R-103,611 WEEP 5GREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION-RE516TANT WEEP 5CREED OR PLASTIC WEEP 8CREED WITH A MINIMUM
VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALL5 IN ACCORDANCE WITH A57M C; �26, THE WEEP 6CREED SHALL BE
PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES A50VE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL
COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 6CREED. PER F5.C.R. 5TH EDITION (2014) R103.6.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL
INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE 1) PAPER STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R103.b.5 OR IN
ACCORDANCE WITH A6TM C 926.
5TUCCO CONTROL JOINT&
STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1,11.4.1 THRU IA.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F. AND DELINEATE AREAS NOT MORE THAT 100
THORNBROOK 40's 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS 6HALL NOT EXCEED 15 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE
COMMUNITYSPECIFIC INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BA5E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOORFRAME5 SHALL BE
STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWINGINDEX CONSIDERED AS CONTROL JOINTS.
EGRE55:
1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT Or
4411 ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM.
MONO FOOTING, ALUMINUM OVER 2x& 5U5 FA5CIA,
5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC W.H,,
200 AMP 5ERVICE/FIANEL 5OX, PAVER DRIVE, PAVER
LEAD WAL<, 42" UPPER5, PAVER ENTRY AND ACRYLIC AT
LANAI.
RECORI) COPY
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
DATE
SANFORD BUILDING DIVII91ON
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IIN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
COM,p A,C,-rj0N TEST
t�, E-',oulRED
hcj,�vas to be Verified
a� Slab Inspection
S- A, ON UFO R D
# 7 1 9 1 3
03-14-11 CREATED LOT &PECIFIC PLAN FOR LOT 149
IN THORNE3ROOKE 40'5, ELEVATION "C",
GARAGE RIGHT W1 PLAN OPTION5 INCLUDING:
FRONT DOOR GLA55 IN5ERT, TRAY CEILING
AT MA5TER 5UITE, RAILING AT FIR5T FLOOR,
DEN, POCKET 5LIDER AT FAMILY ROOM, a'
INTERIOR DOOR5 AT MAIN FLOOR, RADIANT
5ARRIER, OUTLET IN NON WET AREA, (1)
CEILING FAN PRE-WIRE5 AND FLOOD LIGHT.
t -,UV - UMAC"L INIU 1 EZ), MIUCA, FLA5PING:
I. FL45HING 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.
1 - SLAB INTERFACE PLAN 2. APPROVED CORRO51ON-RE515TANT FL45HING SHALL BE APPLIED 614INGLE 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 6UI;ZrACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE516TANT FLASHING SHALL BE
2A1 - MAIN FLOOR PLAN NOTES INSTALLED AT ALL REQUIRED LOCATIONS PER R103.5.
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DAVIS BEWS
0. 10
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OUXMAR, FLORMA 34677
813. 925.1300 TEL
813. 925.1800 FAX
WWW.DAVISBEWS.COM
T,4JVWA o IDEN�
EST. 1994 F_--_ I
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CEILING CON5TRUCTION: .46 NUMBER 27002
1, THE GARAGE SHALL BE SEPARATED FROM THE RE51DENCE AND ITS ATTIC; AREA BY NOT LE55 THAN 1/2 INCH (121 mm) GYPSUM 50ARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH CAD FILE NAMELOT 1,
HA51TABLE ROOMS SHALL BE SEPARATED FROM ALL HA51TABLE ROOMS A50VE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A ISSUED OJ- 14-17
FLOOR-C;EILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH REWSED
GARAGE RIGHT F.B.C.R. - 5TH EDITION (2014) R102.3.�,
EXTERIOR FIN15HE5:
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB,C,R, - 5TH EDITION (2014) R -103b] AND A6TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE
OF CORRO51ON-RE615TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INGH LONG 16 GAUGE STAPLES
5PACED NO MORE THAN 6 INCHES, OR AS OTHERW16E APPROVED, THICKNE56 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.C.R, - 5TH EDITION (2014) R103b,2 AND A5TM 0 926,
TAYLOR MORRISON PER FB.G.R. 5TP EDITION (2014) R-103,611 WEEP 5GREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION-RE516TANT WEEP 5CREED OR PLASTIC WEEP 8CREED WITH A MINIMUM
VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALL5 IN ACCORDANCE WITH A57M C; �26, THE WEEP 6CREED SHALL BE
PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES A50VE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL
COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 6CREED. PER F5.C.R. 5TH EDITION (2014) R103.6.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL
INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE 1) PAPER STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R103.b.5 OR IN
ACCORDANCE WITH A6TM C 926.
5TUCCO CONTROL JOINT&
STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1,11.4.1 THRU IA.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F. AND DELINEATE AREAS NOT MORE THAT 100
THORNBROOK 40's 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS 6HALL NOT EXCEED 15 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE
COMMUNITYSPECIFIC INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BA5E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOORFRAME5 SHALL BE
STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWINGINDEX CONSIDERED AS CONTROL JOINTS.
EGRE55:
1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT Or
4411 ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM.
MONO FOOTING, ALUMINUM OVER 2x& 5U5 FA5CIA,
5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC W.H,,
200 AMP 5ERVICE/FIANEL 5OX, PAVER DRIVE, PAVER
LEAD WAL<, 42" UPPER5, PAVER ENTRY AND ACRYLIC AT
LANAI.
RECORI) COPY
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
DATE
SANFORD BUILDING DIVII91ON
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IIN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
COM,p A,C,-rj0N TEST
t�, E-',oulRED
hcj,�vas to be Verified
a� Slab Inspection
S- A, ON UFO R D
# 7 1 9 1 3
03-14-11 CREATED LOT &PECIFIC PLAN FOR LOT 149
IN THORNE3ROOKE 40'5, ELEVATION "C",
GARAGE RIGHT W1 PLAN OPTION5 INCLUDING:
FRONT DOOR GLA55 IN5ERT, TRAY CEILING
AT MA5TER 5UITE, RAILING AT FIR5T FLOOR,
DEN, POCKET 5LIDER AT FAMILY ROOM, a'
INTERIOR DOOR5 AT MAIN FLOOR, RADIANT
5ARRIER, OUTLET IN NON WET AREA, (1)
CEILING FAN PRE-WIRE5 AND FLOOD LIGHT.
t -,UV - UMAC"L INIU 1 EZ), MIUCA, FLA5PING:
I. FL45HING 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.
1 - SLAB INTERFACE PLAN 2. APPROVED CORRO51ON-RE515TANT FL45HING SHALL BE APPLIED 614INGLE 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 6UI;ZrACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE516TANT FLASHING SHALL BE
2A1 - MAIN FLOOR PLAN NOTES INSTALLED AT ALL REQUIRED LOCATIONS PER R103.5.
1111KInnill NATAI I ATIOKI
ZAZ - MAIN I-LUUK FLAN UIMCM:)WIN�) 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE
MANUFACTURER FOR EACH WINDOW.
2B1 - UPPER FLOOR PLAN NOTES co
sz 6
DWELLING / GARAGE OPENING5: w z
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOO'R6 NOT LE56 THAN 13/81' IN THICKNESS, SOLID CORE (5.C.) OR HONEYCOMB CORE STEEL DOORS a
ul
2B2 - UPPER FLOOR PLAN DIMENSIONS NOT LE56 THAN 13/5" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL,06ING DEVICE
2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS FLOOD ZONE REQUIREMENT5: U.
PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION.
3Cl - FRONT ELEVATION A5PHALT 5HINGLE5 (IF APPLICAE3LE):
%
1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE N5TALLEr IN ACCORDANCE WITH SECTION R9052b AND RW51(01
A.% ;�O
3C2 - ELEVATIONS, ROOF PLAN, BUILDING SECTION 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 1 NITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS :C0
HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12�, TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A6TM D 226, TYPE I OR TYPE 11, A5TM D 486�, TYPE 11 OR ul 0: Z
TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R9052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF d 0
30 - FLASHING DETAILS UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 48a, TYPE IV OR A5Tm' 1) 615115 REQUIRED IN ACCORDANCE WITH SECTION RW5.21 L%
3C4 - FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICA5LE):
THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR
4A- MAIN FLOOR ELECTRICAL PLAN RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VABD 15 DETER"IINED IN ACCORDANCE WITH SECTION R301.213
OR THE RECOMMENDATIONS OF R45118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) R9053.3 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR A5TM
D 1910 OR A5TM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR6A/TRl FLORIDA HIGH WINE) CONCRETE AND CLAY ROOF TILE
4B - UPPER FLOOR ELECTRICAL PLAN INSTALLATION MANUAL, FIFTH EDITION WHERE THE VmD 15 DETERMINED IN ACCORDANCEWIT14 SECTION R301113 OR THE RECOMMENDATIONS OF RAS 118,115 OR 120.
CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICA5LE):
1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER
THAN THE ROOF OR RIDGE THAT 15 104" AWAY OR CLOSER.
TUE3 AND 5HOWER AREA5:
1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A6TM C1255, 5325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER ryoo
RECOMMENDATIONS SHALL BE USED AS BACKER6 FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS.
TERMITE PROTECTION: 13�1
1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF C;ELLULO5E CONTAINING MATERIALS. IF 601L TREATMENT 15 USED FOR
5UBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE To
ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE6 SHALL BE APPLIED INSIDE THE SLEEVE. 0
2. PROTECTION AGAINST DECAY AND TER11TE5. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CPARGE AT LEAST I FOOT
(305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH
EAVES OF LE55 THAN & INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
MECHANICAL AND HVAC:
1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME Or APPLICATION FOR
PERMIT. ON rv000
2. MECHANICAL APPLIANCES SHALL BE ACCE55115LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER
PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING N5PECTED, 5ERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES qqm
(162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE To 5ERvICE AN APPLIANCE. 0
3, DUCTS IN THE GAR46E AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 mm) SHEET STEEL
OR OTHER APPROVED MATERIAL AND SHALL HAVE No OPENINGS INTO THE GARAGE.
4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (lb mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE
MANUFACTURER'5 INSTALLATION INSTRUCTIONS.
5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDE[) WITH AN AUXILIARY I)RAIN PAN WHERE DAMAGE To ANY BUILDING COMPONENT WILL OCCUR AS A RESULT
OF STOPPAGE IN THE CONDEN5ATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WI TH THE APPLICABLE PROVISIONS OF SECTIONS M14113. 0
EXHAU5T FAN5 AND VENTING:
1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED To THE OUTDOORS. AIR SHALL NOT BE EXHAU5TED INTO AN ATTIC, SOFFIT, RIDGE
VENT OR CRAWL SPACE. I I*
2, EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RENDENCE OR To ANOTHER DWELLING UNIT AND SHALL 15E EXHAUSTED DIRECTLY To THE
OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING.
3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION To THE WALL OR ROOF TEI;�MINATION. THE MAXIMUM LENGTH
OF THE DUCT SHALL BE REDUCE[) 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE Ob RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST
DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER PAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF 2585
THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED To BE IN ACCORDANCE WITH THE 5005TER PAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES
DRYER E3005TER PAN 15 INSTALLED AND NOT READILY AGGE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERIANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT To WHERE
THE EXHAUST DUCT ENTERS THE WALL.' THE LABEL SHALL BEAR THE WORDS 11TH15 DRYER EXHAU�T 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED B005TER FAN."
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMIGA STANDARD 5�O IN FBC, T/ TLE
COVER SHEET
ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES
156UANCE OF PLANS FROM TH15 DIRArTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON5151LITY To REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE To APPLICABLE
5UILDING CODES PRIOR To cOMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE To APPLICABLE BUILDING CODES $14ALL BE BROUGHT
To THE ATTENTION OF THE DRAFTER'S Orr ICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE
CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5UBJECT To ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE To THESE PLANS BY ANY
/)TI = MAMtY nrl 1=0 T1 I Al T1 Ir ntDArTcola nrtirt: T1 1= ntDAt'rCD al I Al I kl/)*r M= I 1=1 r) M
A
DAVIS BEWS
DESIGN GROVP
L50 STATE STRYXr EAST
OUXMAR, FLORMA 34677
813. 925.1300 TEL
813. 925.1800 FAX
WWW.DAVISBEWS.COM
T,4JVWA o IDEN�
EST. 1994 F_--_ I
ZAZ - MAIN I-LUUK FLAN UIMCM:)WIN�) 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE
MANUFACTURER FOR EACH WINDOW.
2B1 - UPPER FLOOR PLAN NOTES co
sz 6
DWELLING / GARAGE OPENING5: w z
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOO'R6 NOT LE56 THAN 13/81' IN THICKNESS, SOLID CORE (5.C.) OR HONEYCOMB CORE STEEL DOORS a
ul
2B2 - UPPER FLOOR PLAN DIMENSIONS NOT LE56 THAN 13/5" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL,06ING DEVICE
2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS FLOOD ZONE REQUIREMENT5: U.
PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION.
3Cl - FRONT ELEVATION A5PHALT 5HINGLE5 (IF APPLICAE3LE):
%
1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE N5TALLEr IN ACCORDANCE WITH SECTION R9052b AND RW51(01
A.% ;�O
3C2 - ELEVATIONS, ROOF PLAN, BUILDING SECTION 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 1 NITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS :C0
HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12�, TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A6TM D 226, TYPE I OR TYPE 11, A5TM D 486�, TYPE 11 OR ul 0: Z
TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R9052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF d 0
30 - FLASHING DETAILS UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 48a, TYPE IV OR A5Tm' 1) 615115 REQUIRED IN ACCORDANCE WITH SECTION RW5.21 L%
3C4 - FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICA5LE):
THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR
4A- MAIN FLOOR ELECTRICAL PLAN RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VABD 15 DETER"IINED IN ACCORDANCE WITH SECTION R301.213
OR THE RECOMMENDATIONS OF R45118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) R9053.3 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR A5TM
D 1910 OR A5TM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR6A/TRl FLORIDA HIGH WINE) CONCRETE AND CLAY ROOF TILE
4B - UPPER FLOOR ELECTRICAL PLAN INSTALLATION MANUAL, FIFTH EDITION WHERE THE VmD 15 DETERMINED IN ACCORDANCEWIT14 SECTION R301113 OR THE RECOMMENDATIONS OF RAS 118,115 OR 120.
CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICA5LE):
1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER
THAN THE ROOF OR RIDGE THAT 15 104" AWAY OR CLOSER.
TUE3 AND 5HOWER AREA5:
1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A6TM C1255, 5325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER ryoo
RECOMMENDATIONS SHALL BE USED AS BACKER6 FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS.
TERMITE PROTECTION: 13�1
1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF C;ELLULO5E CONTAINING MATERIALS. IF 601L TREATMENT 15 USED FOR
5UBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE To
ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE6 SHALL BE APPLIED INSIDE THE SLEEVE. 0
2. PROTECTION AGAINST DECAY AND TER11TE5. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CPARGE AT LEAST I FOOT
(305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH
EAVES OF LE55 THAN & INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
MECHANICAL AND HVAC:
1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME Or APPLICATION FOR
PERMIT. ON rv000
2. MECHANICAL APPLIANCES SHALL BE ACCE55115LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER
PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING N5PECTED, 5ERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES qqm
(162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE To 5ERvICE AN APPLIANCE. 0
3, DUCTS IN THE GAR46E AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 mm) SHEET STEEL
OR OTHER APPROVED MATERIAL AND SHALL HAVE No OPENINGS INTO THE GARAGE.
4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (lb mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE
MANUFACTURER'5 INSTALLATION INSTRUCTIONS.
5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDE[) WITH AN AUXILIARY I)RAIN PAN WHERE DAMAGE To ANY BUILDING COMPONENT WILL OCCUR AS A RESULT
OF STOPPAGE IN THE CONDEN5ATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WI TH THE APPLICABLE PROVISIONS OF SECTIONS M14113. 0
EXHAU5T FAN5 AND VENTING:
1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED To THE OUTDOORS. AIR SHALL NOT BE EXHAU5TED INTO AN ATTIC, SOFFIT, RIDGE
VENT OR CRAWL SPACE. I I*
2, EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RENDENCE OR To ANOTHER DWELLING UNIT AND SHALL 15E EXHAUSTED DIRECTLY To THE
OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING.
3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION To THE WALL OR ROOF TEI;�MINATION. THE MAXIMUM LENGTH
OF THE DUCT SHALL BE REDUCE[) 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE Ob RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST
DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER PAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF 2585
THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED To BE IN ACCORDANCE WITH THE 5005TER PAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES
DRYER E3005TER PAN 15 INSTALLED AND NOT READILY AGGE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERIANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT To WHERE
THE EXHAUST DUCT ENTERS THE WALL.' THE LABEL SHALL BEAR THE WORDS 11TH15 DRYER EXHAU�T 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED B005TER FAN."
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMIGA STANDARD 5�O IN FBC, T/ TLE
COVER SHEET
ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES
156UANCE OF PLANS FROM TH15 DIRArTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON5151LITY To REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE To APPLICABLE
5UILDING CODES PRIOR To cOMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE To APPLICABLE BUILDING CODES $14ALL BE BROUGHT
To THE ATTENTION OF THE DRAFTER'S Orr ICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE
CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5UBJECT To ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE To THESE PLANS BY ANY
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4,511
1540 5H
2040 5H
3040 5H
4040 5H
z
_11
60
1,5�0 5H
2050 5H
3050 5H
4050 5H
3:
�_q
3:
1211
la6O 5H
2060 5H
3060 5H
4060 6H
G.G. VERIFY ROUGH OPENING5 FOR ALL WINDOW5,
uj
WINDOW 61ZE5 AND IN5TALLATION MAY VARY PER
F—
MANUFACTURER AND 5PECIFIGATION5.
0
z
REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW
U5ED (51NGLE HUNG -51-1, CA5EMENT- G5MT, OR FIXED
GLA55- F.G.)
ALL EMERGENCY E5CAPE AND RE6CUE T/ 7LE
Ly W 310 UPPER FLOOR PLAN NOTES
OPENIN645 5HALL COMPLY WITH R310
H ON ( —
PER FBC,P, - 5TH EDITION (2014).
UPPER FLOOR PLAN NOTES
5CALE: 1/4" : I'-01'
GARAGE RIGHT
i Iii i i y i
UPPER FLOOR PLAN DIMENSIONS
GARAGE RIGHT
x
w
ro
J00
�� :EST. 1994 m
LO
0 co h
i
MC.
r/ 2 m
> N
oo LL
0 0
0 c0
�tn
LL -x,v
41 *:�.
.. Z N
UPPER FLOOR PLAN DIMENSIONS
GARAGE RIGHT
DAVIS BEWS
DESIGN GROUP
150 STATE STREET EAST
OLDWA& FLORIDA 34677
813.925.1300 TEL:
813.925.1800 FAX
W W WnAVISREW&COM
TAMPA • nENVER .
�� :EST. 1994 m
UPPER FLOOR PLAN DIMENSIONS
GARAGE RIGHT
cu k1wi
36" H. CONTINUOUS 42" Nz V).
GRA5PABLE LOW WALL
3/4" PLYWD. RAILING
DECKING
LL LINE OF 6'-5" MIN.
BEAM HEAD CLEARANCE SEAM FLOOR
FLOOR 5Y5TEM 5Y5TEM 0
2x STRINGERS IP.P1m° 36" H. OPEN TO
ITT RAILING FAMILY ROOM
u I N051NG I�--
b (TYP.) a,
STORAGE
UNDER 1- 2x TREAD5 AND n,
5TAIR5 `r Ix RI5ER5 (TYP.) _
m
N
FHAVEWALL5,
�-��4�� PROTECTION 11 TREADS AT 10.00" EACH P ■ ARCHWAY
(QT�Y
CE551BLE 5PACE UNDER 5TAIR5 SHALL SCALE: I/4" I' 0"
NDER-5TAIR 5URFACE AND ANY 5OFFIT STAIR SECTION
N THE ENCL05ED 51DE W/ 1/2 INCH GYP5UM
5.C.R. - 5TH EDITION (2014) 8302.1 ScaLE; ii411= r m"
r
ALL GUARDRAIL5 AND HANDRAIL5 TO
COMPLY WITH FBG 8301 AND TABLE
8301.5 PER F.B.G.R. 5TH EDITION 12014). 2585
x
� ro
DAVIS BEWS
DESIGN GPOVP
jr 0
ob0
EST.'1994 �-
OJr�ih�
i
rA
r
j N
2.5
�. L ooLM
0 a U -0
0
o� co0
>� ILmro�
J
to
0c'ja
0
4-0 Zl.
cu k1wi
36" H. CONTINUOUS 42" Nz V).
GRA5PABLE LOW WALL
3/4" PLYWD. RAILING
DECKING
LL LINE OF 6'-5" MIN.
BEAM HEAD CLEARANCE SEAM FLOOR
FLOOR 5Y5TEM 5Y5TEM 0
2x STRINGERS IP.P1m° 36" H. OPEN TO
ITT RAILING FAMILY ROOM
u I N051NG I�--
b (TYP.) a,
STORAGE
UNDER 1- 2x TREAD5 AND n,
5TAIR5 `r Ix RI5ER5 (TYP.) _
m
N
FHAVEWALL5,
�-��4�� PROTECTION 11 TREADS AT 10.00" EACH P ■ ARCHWAY
(QT�Y
CE551BLE 5PACE UNDER 5TAIR5 SHALL SCALE: I/4" I' 0"
NDER-5TAIR 5URFACE AND ANY 5OFFIT STAIR SECTION
N THE ENCL05ED 51DE W/ 1/2 INCH GYP5UM
5.C.R. - 5TH EDITION (2014) 8302.1 ScaLE; ii411= r m"
r
ALL GUARDRAIL5 AND HANDRAIL5 TO
COMPLY WITH FBG 8301 AND TABLE
8301.5 PER F.B.G.R. 5TH EDITION 12014). 2585
DAVIS BEWS
DESIGN GPOVP
150 STATE STREET EAST"
OLDSWJt, FLORIDA 34577
813 ; 925. 1300 TEL
813 , 925. 1800 FAX
W W W.DAVISBEWS.COM
TAMPA • DENVER
EST.'1994 �-
cu k1wi
36" H. CONTINUOUS 42" Nz V).
GRA5PABLE LOW WALL
3/4" PLYWD. RAILING
DECKING
LL LINE OF 6'-5" MIN.
BEAM HEAD CLEARANCE SEAM FLOOR
FLOOR 5Y5TEM 5Y5TEM 0
2x STRINGERS IP.P1m° 36" H. OPEN TO
ITT RAILING FAMILY ROOM
u I N051NG I�--
b (TYP.) a,
STORAGE
UNDER 1- 2x TREAD5 AND n,
5TAIR5 `r Ix RI5ER5 (TYP.) _
m
N
FHAVEWALL5,
�-��4�� PROTECTION 11 TREADS AT 10.00" EACH P ■ ARCHWAY
(QT�Y
CE551BLE 5PACE UNDER 5TAIR5 SHALL SCALE: I/4" I' 0"
NDER-5TAIR 5URFACE AND ANY 5OFFIT STAIR SECTION
N THE ENCL05ED 51DE W/ 1/2 INCH GYP5UM
5.C.R. - 5TH EDITION (2014) 8302.1 ScaLE; ii411= r m"
r
ALL GUARDRAIL5 AND HANDRAIL5 TO
COMPLY WITH FBG 8301 AND TABLE
8301.5 PER F.B.G.R. 5TH EDITION 12014). 2585
1112" THICK
5AND FIN15H
KEY5TONE
(IF APPLICABLE)
RA15ED
5AND FIN15H
TEXTURED BANDING
11\11 I
JJA
3/4"
THICK
TYP. CROSS-SECTION OF RAISED
TEXTURED FINISH BANDING AND
OR SAND FINISH KEYSTONE
5CALE: 3" - 1'-0"
CLEAR OPENING HEIGHT5
IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE
WINDOW 15 LOCATED MOIRE THAN 12 INCHE5 ABOVE THE
FIN15HED GRADE OR 5UIRFACE BELOW, THE LOWE5T PART
OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A
MINIMUM OF 24 INCHE5 ABOVE THE FIN15HED FLOOR OF THE
ROOM IN WHICH THE WINDOW 16 LOCATED. OPERABLE
SECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT
ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE
5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE
FIN15HED FLOOR PER F.B.CR, - 5TH EDITION (2014) R3122
WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD6,
WHERE PROVIDED, 5HALL COMPLY WITH THE
REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION
(2014) R3122 I
PLT. HT.
1'-4" W. x 5'-0"
DECORATIVE
FIXED 5HUTTER5
_7t
A
5ECOND FF. LINE
T.O.M.
DECORATIVE CORBEL
(5EE DETAIL) (TYP.)
4" BANDING____�
RA15ED FOAM—
BANDING
(5EE DETAIL)
4" BANDING
6" BAND ING
DRY5TACK_
LEDGE5TO�E
(TYP.)
MAIN FF. LINE
GRADE LINE
(A55UMED)
12 4HINGLE 12
ROOF/ ro
12
GG VERIFY ALUMINUM 4INGLE 12
O�ER 2x& 5UB-FA5CIA ROOF/ & 8" BANDING
(TYPICAL)
PLT. HT,
15T ELt -.1 — -----4" BANDING
15TUCCO UCCO (TYP.)
FIN15H FIN16H
....... ....
-1'-4" W. x 5'-0" H,
m 0
DECORATIVE 0 z
FIXED 5HUTTER5 LLJ
st V) I a
—4" BANDING I?
U-
12 (TYP.) CD
12 12 C"
(o /5HINGLE
ROOF/ 5ECOND FF. LINE
]TIT 4" BANDING 'oolillill j , 41k,
4*t
8" BANDING a" BANDING T O.M.
2'-0" W. x 2'-b" H, 5ET 5OTT. OF
DECORATIVE
BAND AT TOM,
FIXED 5HUTTER5 81, BANDING DECORATIVE CORBEL uj OD cr:
00
(5EE DETAIL) (TYP.) :
%
],�211 —TEXTUREI)
"_ (TYP,) FIN15H 00,08000
50. 6" BANDING
--J--Ii DRY6TACK
LEDGE6TONE
(TYP,)
TEMP. MAIN FF. LINE
LA 11-4- 11-4 1 E__ -
G.C. VERIFY GLA55 _�411 BANDING GRADE LINE
IN5ERT FOR FRONT DOOR 5URROUND (A55UMED) ^400
LiVL/N.
FRONT ELEVATION
5CALE: 1/4" : 11-0"
RAISED FOAM DECORATIVE
BANDING DETAIL CORBEL DETAIL
5CALE: 1/2" : 1'-0" 5GALE: 3/4" : 14'
ELEVATION ficif
GARAGE RIGHT
x
cc
DAVIS BEWS
DESIGN GKOVP
r to
0 to 0
EST. 1994 F�-
0 _j co
0
Z co
Lim J
L. Lim LL
00 :2,5 .0
0
0-j co
E
00
0
400 z ot
....... ....
-1'-4" W. x 5'-0" H,
m 0
DECORATIVE 0 z
FIXED 5HUTTER5 LLJ
st V) I a
—4" BANDING I?
U-
12 (TYP.) CD
12 12 C"
(o /5HINGLE
ROOF/ 5ECOND FF. LINE
]TIT 4" BANDING 'oolillill j , 41k,
4*t
8" BANDING a" BANDING T O.M.
2'-0" W. x 2'-b" H, 5ET 5OTT. OF
DECORATIVE
BAND AT TOM,
FIXED 5HUTTER5 81, BANDING DECORATIVE CORBEL uj OD cr:
00
(5EE DETAIL) (TYP.) :
%
],�211 —TEXTUREI)
"_ (TYP,) FIN15H 00,08000
50. 6" BANDING
--J--Ii DRY6TACK
LEDGE6TONE
(TYP,)
TEMP. MAIN FF. LINE
LA 11-4- 11-4 1 E__ -
G.C. VERIFY GLA55 _�411 BANDING GRADE LINE
IN5ERT FOR FRONT DOOR 5URROUND (A55UMED) ^400
LiVL/N.
FRONT ELEVATION
5CALE: 1/4" : 11-0"
RAISED FOAM DECORATIVE
BANDING DETAIL CORBEL DETAIL
5CALE: 1/2" : 1'-0" 5GALE: 3/4" : 14'
ELEVATION ficif
GARAGE RIGHT
DAVIS BEWS
DESIGN GKOVP
150 STATE STRX" FAST
OLDSMAk FIDRIDA 34677
813. 925.1300 TIEL
813. 925. 1800 FAX
WwWDAVISBEWS.Com
TAIIAPA * E>Er4VER_
EST. 1994 F�-
....... ....
-1'-4" W. x 5'-0" H,
m 0
DECORATIVE 0 z
FIXED 5HUTTER5 LLJ
st V) I a
—4" BANDING I?
U-
12 (TYP.) CD
12 12 C"
(o /5HINGLE
ROOF/ 5ECOND FF. LINE
]TIT 4" BANDING 'oolillill j , 41k,
4*t
8" BANDING a" BANDING T O.M.
2'-0" W. x 2'-b" H, 5ET 5OTT. OF
DECORATIVE
BAND AT TOM,
FIXED 5HUTTER5 81, BANDING DECORATIVE CORBEL uj OD cr:
00
(5EE DETAIL) (TYP.) :
%
],�211 —TEXTUREI)
"_ (TYP,) FIN15H 00,08000
50. 6" BANDING
--J--Ii DRY6TACK
LEDGE6TONE
(TYP,)
TEMP. MAIN FF. LINE
LA 11-4- 11-4 1 E__ -
G.C. VERIFY GLA55 _�411 BANDING GRADE LINE
IN5ERT FOR FRONT DOOR 5URROUND (A55UMED) ^400
LiVL/N.
FRONT ELEVATION
5CALE: 1/4" : 11-0"
RAISED FOAM DECORATIVE
BANDING DETAIL CORBEL DETAIL
5CALE: 1/2" : 1'-0" 5GALE: 3/4" : 14'
ELEVATION ficif
GARAGE RIGHT
UPPER ROOF
VENT REQUIREMENTS
VENTILATION CALCULATIONS
ATTIC AREA = 1464 SQ. FT. If 300 = 4.88 SQ. Fr.
X 144 = 703 SQ. IN.
HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN.
# UPPER 2/3 ROOF VENTS REQUIRED = 3
TOTAL SOFFIT VENTILA11ON NEEDED 13 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 I SOFFIT VENTS
REQUIRED, PER MANUFACTURIER'S SPECIFICATIONS
OF NET FREE AREA PER VENT.
------------------- ------ --------- - LANAI ROOF
VENT REQUIREMENTS
VENTILATION CALCULATIONS
AMC AREA = 139 SQ. Fr. 1300 = 0.46 SQ, Fr.
4:12 X 144 = 67 SQ. IN.
6:12 HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN.
----------------- # UPPER 2/3 ROOF VENTS REQUIRED = I
6:12 TOTAL SOFFIT VENTILATION NEEDED 2 SQ. FT.
VENT CALCULATIONS BASED ON THE FOLLOWING
144 SQ. IN. PER 4 FOOT OFF RIDGE VENT
163 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT
6:12 b: 12
rill,
i
11/2" THICK
6:12
6:12
x
ca
FFF11c
7-A
DAVIS BEWS
DESIGN GROVP
LO
0 0 too
PLT, HT,
J, 0
0 -ICON-
PLT. HT.
d-2 r,
"T
A
ci
/5TUCCO
!Lj
6 6
0 0
-TEMP,
83c8
12 iv
E FL
> la
FIN15H
;7
E.- j ;:
5HINGLE
/6HINGLE
I
0020
z N' 10
Lu
:Z:
7j
5ECOND FF. LINE
J I
SECOND FF, LINE_
ROOF
6ECOND FF. LIN E
TO.M..
01
T.O.M.
LOWER ROOF
6:12
6:12
VENT REQUIREMENTS
cl�
VENTILATION CALCULATIONS
FIN16H
;7
FIN15H
;7
ATTIC AREA = 529 SQ. Fr. 1300 = 1.76 SQ. Fr.
Lu
X 144 = 254 SQ. IN.
MAIN FF. LINE
HALF AT UPPER 2/3 ROOF VENTS = 126.96 SQ. IN.
MAIN FF. LINE
# UPPER 2/3 ROOF VENTS REQUIRED = I
L--------------
-----------
TOTAL SOFFIT VENTILATION NEEDED 5 SQ. Fr.
1�—TYP,
VENT CALCULATIONS BASED ON THE FOLLOWING
GC, VERIFY
OVERHANG
* 144 SQ, IN. PER 4 FOOT OFF RIDGE VENT
RADIANT BARRIER
AA
AT HIP
* 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT
(U.N.O.)
ROOF
PLAN.
5CALE: 11b" - I'-011
11/2" THICK
5AND FIN15H
<EY5TONE
(IF APPLICABLE)
RA15ED
5AND FIN15k
TEXTURE[) BANDING
NOTE:
TH15 DETAIL 5HOW5 THE TYPICAL THIG<NE55
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
IN5TALLATION OF EXTERIOR LATHING AND FRAMING
APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH
3/411 EDITION (2014) R103.6.1 AND A5TM C 1063.
THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME
APPLICATION TO BE PER FB.C,P, - 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 OPENING HEIGHT5
IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE
WINDOW 15 LOCATED MORE THAN 12 NCHE8 ABOVE THE
FIN15HED GRADE OR 51JIF&CE BELOW, THE LOWE5T PART
OF THE CLEAR OPENING OF THE WINDOW $HALL BE A
MINIMUM OF 24 INGHE5 ABOVE THE FIN5HED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT
ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE
5UGH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE
FIN15HED FLOOR PER F.5.G.R. - 5TP EDITION (2014) R312.2
WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD$,
WHERE PROVIDED, 5HALL COMPLY WITH THE
REQUIREMENT5 OF A5TM P 2090 PER FBC.R. - 5TH EDITION
(2014) R3122
I
, - , � - . ! � - - , , , , , , - , , , , , %" , , , , , , J
.. .......... 7
GIRDER (60 12 6 GIRDER
TRU55 TRU55
12 ROOF TRU55E5 12
AT 24" O.C.
(TYPICAL)
IL
/2-5TORY
El E VOLUME
7 ROOF TRU55E5 BR. 3 ff LC7 F El
1� AT 24" 0.0, 4
(TYPICAL)
11 11 FLOOR 5Y5TEM
115EAM 1
CONC.
�E] LINTEL
n FAMILY NAI
4HINGLE 12 ro 6HINGLE
77
ROOF/ GC. VERIFY ALUMINUM
OVER 2x& 51115-FA5CIA
x
ca
FFF11c
7-A
DAVIS BEWS
DESIGN GROVP
LO
0 0 too
PLT, HT,
J, 0
0 -ICON-
PLT. HT.
d-2 r,
"T
ci
/5TUCCO
!Lj
6 6
0 0
-TEMP,
83c8
E FL
> la
FIN15H
;7
E.- j ;:
5HINGLE
/6HINGLE
I
0020
z N' 10
Lu
:Z:
7j
5AND FIN15H
<EY5TONE
(IF APPLICABLE)
RA15ED
5AND FIN15k
TEXTURE[) BANDING
NOTE:
TH15 DETAIL 5HOW5 THE TYPICAL THIG<NE55
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
IN5TALLATION OF EXTERIOR LATHING AND FRAMING
APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH
3/411 EDITION (2014) R103.6.1 AND A5TM C 1063.
THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME
APPLICATION TO BE PER FB.C,P, - 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 OPENING HEIGHT5
IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE
WINDOW 15 LOCATED MORE THAN 12 NCHE8 ABOVE THE
FIN15HED GRADE OR 51JIF&CE BELOW, THE LOWE5T PART
OF THE CLEAR OPENING OF THE WINDOW $HALL BE A
MINIMUM OF 24 INGHE5 ABOVE THE FIN5HED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT
ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE
5UGH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE
FIN15HED FLOOR PER F.5.G.R. - 5TP EDITION (2014) R312.2
WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD$,
WHERE PROVIDED, 5HALL COMPLY WITH THE
REQUIREMENT5 OF A5TM P 2090 PER FBC.R. - 5TH EDITION
(2014) R3122
I
, - , � - . ! � - - , , , , , , - , , , , , %" , , , , , , J
.. .......... 7
GIRDER (60 12 6 GIRDER
TRU55 TRU55
12 ROOF TRU55E5 12
AT 24" O.C.
(TYPICAL)
IL
/2-5TORY
El E VOLUME
7 ROOF TRU55E5 BR. 3 ff LC7 F El
1� AT 24" 0.0, 4
(TYPICAL)
11 11 FLOOR 5Y5TEM
115EAM 1
CONC.
�E] LINTEL
n FAMILY NAI
4HINGLE 12 ro 6HINGLE
21-011 ------
GRADE —GRADE LINE 00
(A55UMED) TYP FR DR, (A55UMED) ci
RETURN
IT 1IDE1
uj
(UND.)
LEFT ELEVATION
�u_
5CALE: 1/8" - 1'-0"
Gone**
4t
12 12 ul
0
HINGLE 12 6 GG VERIFY ALUMINUM 4L
ROOF O��R 2xb 6U5-FA5CIA
—5HI LE (TYPICAL)
Pj HT. RO PLT. HT.
Iilit I Ili%%%
0
5TUCCO /"ucCO
FIN15H F'G. FIN15H
12 1-**,— v
5ECOND FF. LINE 4 0- 5HINGLE 6ECOND FF, LINE
TO,M. ROOF :!7T'O'M'
7�1
c1%
TEXTURED
V)
FIN15H
—TEXTURED
LFIN15H
_�AIN T EM Pj
E.F. LINE _JL
MAIN FF. i.�
GRADE LINE—"' '--`—GRADE LINE
(A55UMED) (A55UMED)
REAR ELEVATION.
5CALE: 1/8" . 14'
12 /5HNGLE 12 0
12 12 6HINGLE
HT.
ROOF/ G.C. VERIFY ALUMINUM ro ROOF
OVER 2x& 6UB-FA5CIA
PLT. HT. (TYPICAL)
T/5TUCCO /5TUGGO /5TUCCO
5H
FIN ;7 ED F- FIN15H 5HINGLE 12 FIN15H
7 7
5ECOND FF, LINE /5HINGLE 5ECOND FF. LINE ROOF I. D F LINE
ROOF 6ECON F Ile
TaM. TDM'
DRY5TACK TYP /TEXTURED /TEXTURED ZTEXTURED 2585
LEDGE5TONE\ RETURN FIN16H FIN15H FIN15H
(TYP,) AT 51DE5 ;7 ;7
MAIN FF, LINE (UND.) MAINFR�INE oil
- — - — - — - — - — - — - — - — - — - — — - — - — - —
T/ ILE
GRADE LINE--' GRADE LINE SIDE ELEVATIONS
ROOF PLAN
(A55UMED) (A55UMED) rr)FTA I/ 7(�
RIGHT ELEVATION.
5GALE; 1/8" : 14"
SHEET
ELEVATION f1c1f I
3CII
GARAGE RIGHT
ROOF/ GC. VERIFY ALUMINUM
OVER 2x& 51115-FA5CIA
x
ca
FFF11c
7-A
DAVIS BEWS
DESIGN GROVP
LO
0 0 too
PLT, HT,
J, 0
0 -ICON-
PLT. HT.
d-2 r,
"T
6 > >.J N
/5TUCCO
6 6
0 0
-TEMP,
83c8
E FL
> la
FIN15H
;7
E.- j ;:
5HINGLE
/6HINGLE
I
0020
z N' 10
21-011 ------
GRADE —GRADE LINE 00
(A55UMED) TYP FR DR, (A55UMED) ci
RETURN
IT 1IDE1
uj
(UND.)
LEFT ELEVATION
�u_
5CALE: 1/8" - 1'-0"
Gone**
4t
12 12 ul
0
HINGLE 12 6 GG VERIFY ALUMINUM 4L
ROOF O��R 2xb 6U5-FA5CIA
—5HI LE (TYPICAL)
Pj HT. RO PLT. HT.
Iilit I Ili%%%
0
5TUCCO /"ucCO
FIN15H F'G. FIN15H
12 1-**,— v
5ECOND FF. LINE 4 0- 5HINGLE 6ECOND FF, LINE
TO,M. ROOF :!7T'O'M'
7�1
c1%
TEXTURED
V)
FIN15H
—TEXTURED
LFIN15H
_�AIN T EM Pj
E.F. LINE _JL
MAIN FF. i.�
GRADE LINE—"' '--`—GRADE LINE
(A55UMED) (A55UMED)
REAR ELEVATION.
5CALE: 1/8" . 14'
12 /5HNGLE 12 0
12 12 6HINGLE
HT.
ROOF/ G.C. VERIFY ALUMINUM ro ROOF
OVER 2x& 6UB-FA5CIA
PLT. HT. (TYPICAL)
T/5TUCCO /5TUGGO /5TUCCO
5H
FIN ;7 ED F- FIN15H 5HINGLE 12 FIN15H
7 7
5ECOND FF, LINE /5HINGLE 5ECOND FF. LINE ROOF I. D F LINE
ROOF 6ECON F Ile
TaM. TDM'
DRY5TACK TYP /TEXTURED /TEXTURED ZTEXTURED 2585
LEDGE5TONE\ RETURN FIN16H FIN15H FIN15H
(TYP,) AT 51DE5 ;7 ;7
MAIN FF, LINE (UND.) MAINFR�INE oil
- — - — - — - — - — - — - — - — - — - — — - — - — - —
T/ ILE
GRADE LINE--' GRADE LINE SIDE ELEVATIONS
ROOF PLAN
(A55UMED) (A55UMED) rr)FTA I/ 7(�
RIGHT ELEVATION.
5GALE; 1/8" : 14"
SHEET
ELEVATION f1c1f I
3CII
GARAGE RIGHT
ROOF/ GC. VERIFY ALUMINUM
OVER 2x& 51115-FA5CIA
ROOF
7-A
DAVIS BEWS
DESIGN GROVP
150 S-rATE STR= EAST
OMSMAIk, FLORMA 34677
813 925 1300 TF -L
813 925 1800 FAX
YV\VW.DAVISBE\V&COM
TAMPA * ]DEr4NfF-R-
PLT, HT,
(TYPICAL)
PLT. HT.
0
/5TUCCO
/5TUCCO
-TEMP,
FIN15H
;7
FIN15H
;7 IN -1
5HINGLE
/6HINGLE
I
5ECOND FF. LINE
SECOND FF, LINE_
ROOF
6ECOND FF. LIN E
TO.M..
T.O.M.
/TEXTURED
/TEXTURED
cl�
FIN16H
;7
FIN15H
;7
DRY5TACK
LEDGE5TONE
MAIN FF. LINE
MAIN FF. LINE
21-011 ------
GRADE —GRADE LINE 00
(A55UMED) TYP FR DR, (A55UMED) ci
RETURN
IT 1IDE1
uj
(UND.)
LEFT ELEVATION
�u_
5CALE: 1/8" - 1'-0"
Gone**
4t
12 12 ul
0
HINGLE 12 6 GG VERIFY ALUMINUM 4L
ROOF O��R 2xb 6U5-FA5CIA
—5HI LE (TYPICAL)
Pj HT. RO PLT. HT.
Iilit I Ili%%%
0
5TUCCO /"ucCO
FIN15H F'G. FIN15H
12 1-**,— v
5ECOND FF. LINE 4 0- 5HINGLE 6ECOND FF, LINE
TO,M. ROOF :!7T'O'M'
7�1
c1%
TEXTURED
V)
FIN15H
—TEXTURED
LFIN15H
_�AIN T EM Pj
E.F. LINE _JL
MAIN FF. i.�
GRADE LINE—"' '--`—GRADE LINE
(A55UMED) (A55UMED)
REAR ELEVATION.
5CALE: 1/8" . 14'
12 /5HNGLE 12 0
12 12 6HINGLE
HT.
ROOF/ G.C. VERIFY ALUMINUM ro ROOF
OVER 2x& 6UB-FA5CIA
PLT. HT. (TYPICAL)
T/5TUCCO /5TUGGO /5TUCCO
5H
FIN ;7 ED F- FIN15H 5HINGLE 12 FIN15H
7 7
5ECOND FF, LINE /5HINGLE 5ECOND FF. LINE ROOF I. D F LINE
ROOF 6ECON F Ile
TaM. TDM'
DRY5TACK TYP /TEXTURED /TEXTURED ZTEXTURED 2585
LEDGE5TONE\ RETURN FIN16H FIN15H FIN15H
(TYP,) AT 51DE5 ;7 ;7
MAIN FF, LINE (UND.) MAINFR�INE oil
- — - — - — - — - — - — - — - — - — - — — - — - — - —
T/ ILE
GRADE LINE--' GRADE LINE SIDE ELEVATIONS
ROOF PLAN
(A55UMED) (A55UMED) rr)FTA I/ 7(�
RIGHT ELEVATION.
5GALE; 1/8" : 14"
SHEET
ELEVATION f1c1f I
3CII
GARAGE RIGHT
7-A
DAVIS BEWS
DESIGN GROVP
150 S-rATE STR= EAST
OMSMAIk, FLORMA 34677
813 925 1300 TF -L
813 925 1800 FAX
YV\VW.DAVISBE\V&COM
TAMPA * ]DEr4NfF-R-
EST. 1994 Fz=-- I
21-011 ------
GRADE —GRADE LINE 00
(A55UMED) TYP FR DR, (A55UMED) ci
RETURN
IT 1IDE1
uj
(UND.)
LEFT ELEVATION
�u_
5CALE: 1/8" - 1'-0"
Gone**
4t
12 12 ul
0
HINGLE 12 6 GG VERIFY ALUMINUM 4L
ROOF O��R 2xb 6U5-FA5CIA
—5HI LE (TYPICAL)
Pj HT. RO PLT. HT.
Iilit I Ili%%%
0
5TUCCO /"ucCO
FIN15H F'G. FIN15H
12 1-**,— v
5ECOND FF. LINE 4 0- 5HINGLE 6ECOND FF, LINE
TO,M. ROOF :!7T'O'M'
7�1
c1%
TEXTURED
V)
FIN15H
—TEXTURED
LFIN15H
_�AIN T EM Pj
E.F. LINE _JL
MAIN FF. i.�
GRADE LINE—"' '--`—GRADE LINE
(A55UMED) (A55UMED)
REAR ELEVATION.
5CALE: 1/8" . 14'
12 /5HNGLE 12 0
12 12 6HINGLE
HT.
ROOF/ G.C. VERIFY ALUMINUM ro ROOF
OVER 2x& 6UB-FA5CIA
PLT. HT. (TYPICAL)
T/5TUCCO /5TUGGO /5TUCCO
5H
FIN ;7 ED F- FIN15H 5HINGLE 12 FIN15H
7 7
5ECOND FF, LINE /5HINGLE 5ECOND FF. LINE ROOF I. D F LINE
ROOF 6ECON F Ile
TaM. TDM'
DRY5TACK TYP /TEXTURED /TEXTURED ZTEXTURED 2585
LEDGE5TONE\ RETURN FIN16H FIN15H FIN15H
(TYP,) AT 51DE5 ;7 ;7
MAIN FF, LINE (UND.) MAINFR�INE oil
- — - — - — - — - — - — - — - — - — - — — - — - — - —
T/ ILE
GRADE LINE--' GRADE LINE SIDE ELEVATIONS
ROOF PLAN
(A55UMED) (A55UMED) rr)FTA I/ 7(�
RIGHT ELEVATION.
5GALE; 1/8" : 14"
SHEET
ELEVATION f1c1f I
3CII
GARAGE RIGHT
.ullj
BUILDING WRAP TO GO OVER FLASHING I
FLASHING TO BE FLEXIBLE SELF
ADHESIVE TYPE (MIN 6" WIDE)
PRECAST LINTEL
TYPICAL FLASHING AT PRECAST
AND EXTERIOR SHEATHING_
TIE-IN WITH WEATHER RESISTIVE BARRIER:
1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH
FLASHING TO FORM WATER SHEDDING LAPS
9 SCORE 8- FOI D WEATHER RESISTIVE BARRIER ABOVE HEADER TO
r IVIA I ERIAL r r- r%
VATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION
)ERLAYMENT (REFER TO
IER SHEET) 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER
:-ENGINEERED ROOF
JSSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING
AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE
RRICANE STRAP PER
)F FRAMING PLAN
Aj-,� BRG. HGT.
M. DRIP EDGE
. FASCIA
ITED ALUM. SOFFIT
:ATH & EXT. FINISH
qDOW FLASHING AS REQ'D
WINDOW TRIM
L.
A�DER
TYPICAL WINDOW AND SLIDING GLASS
DOOR "Z" FLASHING DETAIL
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
FLASHING
15/32 O.S.B. SHEATHING
2X4'S @ 16" O.C. BRG EXT WALL
PROVIDE SELF ADHERED Z A BUILDING WRAP BEYOND FLASHING TO EXTEND 36"
v 74 ;,,_RUBBER MEMBRANE BEYOND PYTPPIOPPINMH
t-L/A,'.)rllNQ7 UNUr-M MO
1
x
0
150 STATE STPLEET EAST
OUDSMAR, MORMA 34677
813. 925.1300 T7EL
813.925. 1800 FAX
MrWWX)AVlSBEWS.00M
EST. 1994 F�-- I
rl LO
C, to 0
7/16" O.S.B. SHEATHING
0
0)
PER BUILDER
SHOWN, PROVIDE 2" -1" BEAD OF
4
CD
2 j3
4i
E J C'4
Lm
BUILDING WRAP BEYOND
0 0
CONST. ADHESIVE TO BE APPLIED
CAULK/SEALANT OR SOLDER
E
>
4)
FLASHING.
m cy
z
0
PROVIDE FLASHING
UNDER THRESHOLD OF DOOR
00
co
z lot
BETWEEN PAN FLASHING
BOOT AT POSTS
AND RETURN UP JAMB 6". USE
AND DECK FLASHING.
CEMENT PLASTER STOP
LIQUID NAIL BRAND OR EQUAL
WATER PROOF CAULKING
EXTERIOR FINISH
PER BUILDER -7
WATERPROOF MEMBRANE
WATERPROOF MEMBRANE
PROVIDE SELF ADHERED
FLASHING
LAPPING DOWN OVER RIM JOIST
AND UP WALL BY 6"
it /- 7/16" O.S.B. SHEATHING
FLASHING.
20" FLOOR
WATERPROOF MEMBRANE TRUSS
v
--2X8 TRIM BOARD
\\-STUCCO "J" MOLD
PROVIDE SELF ADHERED '-7/16" O.S.B. SHEATHING
FLASHING
LAPPING DOWN OVER RIM JOIST
SEE STRUCTURAL FOR
2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6"
CONNECTORS
(4) 1/4" X 4" LAG SCREWS '':"-�TEXTURED CEMENT
SPACED EVENLY @ 24" O.C. MAX 24" FLOOR TRUSS
SEESTRUCTURAL PLASTER FINISH
(EA. FLOOR TRUSS)
8'CMU BLOCK
VUSP HTA20 STRAP
EA. JOIST
TEXTURED --A
CEMENT PLASTER
FINISH
TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY
EXTERIOR SHEATHING
FOLD UP WEATHER
RESISTIVE BARRIER &
TEMPORARILY SECURE
WEATHER RESISTIVE
lz- BARRIER
SILL PLATE 10�
(SEE DETAIL B
2 FOR OPTIONS)
-CORNER PATCH
101
FLASHING
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE
(MIN. 6" WIDE)
2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
3. MECHANICALLY FASTEN AS NECESSARY
TYPICAL SLIDING GLASS DOOR FLASHING DETAIL
FOLD UP WEATHER RESISTIVE
MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE
NECESSARY IN CORNERS RESISTIVE
THROUGH FLASHING BARRIER
WEATHER EXTERIOR
RESISTIVE SHEATHING
BARRIER SILL PLATE
TAPE
2
(ASSEMBLED /-FLASHING-\
WINDOW) 2
FLASHING
FLASHING DO NOT FLASH
OVER BOTTOM
NAILING FLANGE
HEAD FLASHING TIE-IN
INSTRUCTIONS:
NOTES:
1. CUT, FOLD UP & TEMPORARILY
SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
INSTALLATION SILL PLATE
2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
WEATHER RESISTIVE BARRIER
4. INSTALL FLASHING AND WEATHER RESISTIVE
3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
BARRIER BACK OVER HEAD
FLASHING AND SEAL WITH TAPE
TYPICAL WINDOW FLASHING DETAIL
WALL COVERING
2014 FBRC SECTION R703 EXTERIOR COVERING
EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE
EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL
ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER
WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS
REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY.
PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE
WITH SECTION R702.7 OF THE CODE. :L4 00
t 6
a z
R703.2 WATER -RESISTIVE BARRIER
now uj a
ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH r :n
m -j
ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF U.
ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER
THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINT& 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
eco
0 :z
EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. cc:
uj jui
0 0
z l4k
R703.8 FLASHING %*
Doe
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT 0
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR
FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT
COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND
CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF
SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT
DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE
OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD:
1. 1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT
ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S
INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE
SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A
MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE
BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR
PROTECTION AT THE HEAD AND SIDES.
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL.
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS.
1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, 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. 4<
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME
CONSTRUCTION. 2585
6. AT WALL AND ROOF INTERSECTIONS.
TITLE
7. AT BUILT-IN GUTTERS. FLASHING DETAILS
FLASHING DETAILS
N15.
1
x
0
150 STATE STPLEET EAST
OUDSMAR, MORMA 34677
813. 925.1300 T7EL
813.925. 1800 FAX
MrWWX)AVlSBEWS.00M
EST. 1994 F�-- I
rl LO
C, to 0
0
0)
CD
2 j3
4i
E J C'4
Lm
a 0- LL
0 0
cc
:2 *8 '0
0
0 -j C o
E
>
4)
m cy
z
0
00
co
z lot
WITH SECTION R702.7 OF THE CODE. :L4 00
t 6
a z
R703.2 WATER -RESISTIVE BARRIER
now uj a
ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH r :n
m -j
ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF U.
ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER
THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINT& 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
eco
0 :z
EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. cc:
uj jui
0 0
z l4k
R703.8 FLASHING %*
Doe
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT 0
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR
FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT
COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND
CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF
SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT
DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE
OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD:
1. 1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT
ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S
INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE
SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A
MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE
BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR
PROTECTION AT THE HEAD AND SIDES.
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL.
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS.
1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, 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. 4<
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME
CONSTRUCTION. 2585
6. AT WALL AND ROOF INTERSECTIONS.
TITLE
7. AT BUILT-IN GUTTERS. FLASHING DETAILS
FLASHING DETAILS
N15.
DAVIS BEWS
DESIGN GROVP
150 STATE STPLEET EAST
OUDSMAR, MORMA 34677
813. 925.1300 T7EL
813.925. 1800 FAX
MrWWX)AVlSBEWS.00M
EST. 1994 F�-- I
WITH SECTION R702.7 OF THE CODE. :L4 00
t 6
a z
R703.2 WATER -RESISTIVE BARRIER
now uj a
ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH r :n
m -j
ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF U.
ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER
THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINT& 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
eco
0 :z
EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. cc:
uj jui
0 0
z l4k
R703.8 FLASHING %*
Doe
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT 0
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR
FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT
COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND
CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF
SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT
DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE
OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD:
1. 1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT
ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S
INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE
SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A
MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE
BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR
PROTECTION AT THE HEAD AND SIDES.
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL.
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS.
1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, 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. 4<
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME
CONSTRUCTION. 2585
6. AT WALL AND ROOF INTERSECTIONS.
TITLE
7. AT BUILT-IN GUTTERS. FLASHING DETAILS
FLASHING DETAILS
N15.
1 Jl�'ll ILI 11�11, 11.1- 11 �1� 1� 1, 11 1 1 1
I � ,
_j j
5HEATHING
THRESHOLD OF DOOR AND RETURN FLASHING, SEE
FLASHING SELF -ADHERED FLASHING
ASTMC926 OVER WOOD
m
7/8" CEMENT PLASTER
7/8" CEMENT PLASTER IN
TEXTURE
0
WEATHER RESISTIVE
VULCUM CAULK FOR
WINDOW UNIT
IN ACCORDANCE WITH
ACCORDANCE WITH
TRIMMED SHINGLE
BARRIER DOOR ROUGH OPENING
CUT SHINGLES 2" BACK FROM
LETTER ON CHEMICAL
ASTMC926
ASTMC926
FIN15H COAT
16m
C6
a j cl
SLOPE
RELEASE PAPER
BROWN COAT
SELF -ADHERED FLASHING
00
0.3 in: 12.0 in
APPROVED WEATHER -RESISTANT
APPROVED WEATHER -RESISTANT
WOOD FRAME CONSTR.
EXTEND A MINIMUM 6"
RELEASE PAPER TO EXPOSE
(0.6 cm : 30.5 cm)
MATERIAL W/ METAL LATH IN
MATERIAL W/ METAL LATH IN
6GRi COAT
SELF -ADHERED FLASHING
3/4"i -l" BEAD OF CONSTR.
ACCORDANCE WITH ASTMCII 063
ACCORDANCE WITH ASTMC1063
THRESHOLD
BY LAPPING DOWN
ADHESIVE TO BE APPLIED UNDER
SELF -ADHERED FLASHING
5ELF PURRING
OVER RIM JOIST AND UP'
THRESHOLD OF DOOR AND RETURN
LATH
WALL BY 6 IN.
UP JAMB 6". USE LIQUID NAIL BRAND
EXTERIOR
BUILDING PAPER
BUILDING PAPER
OR EQUAL WEATHER PROOF CAULKING
DETAIL WP02)
TWO LAYER5 WR5
SELF -ADHERED FLASHING
CEMT. FIN.
—7/16" O.S.B.
7/16" O.S.B.
SELF -ADHERED FLASHING
BUILDING PAPER
SHEATHING
5CREEE)
SHEATHING
>—,
TERMINATE 5ELF
SEAL TOPS OF JOIST$
WIRE LATH
FLASHING
00, KEEP TOP EDGE OF WEEP
AF)HE51VE FLA5HING
UNDER DECKING
(SEE DETAIL WP07)
SUBFLOOR
METAL
SCREED 2" BELOW TOP OF
AT LOWER N05E OF
SEAL TOPS OF JOISTS
77
FLASHING
BLOCK
DO NOT FLASH OVER
Hkir)CD MfIVIK1112 *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS
CEMENT
3 1/2"
btL� Ar)Ht:nlVt RIM JOIST UNPERFORATED Rfi A I V Dn-r-rnhA
VUL-ikiiiw 1-1 v
FLANGE 7/8" JOINT ONLY
MA50NRY BLOCK WEEP SCREED
WALL MAINTAIN METAL FLASHING 3-1/2"
BOTTOM OF UNPIERFORATED FLANGE 7/8"
WEEP SCREED WEEP SCREED
11/2" TO 2"
SELF -ADHERED FLASHING SELF -ADHERED FLASHING ABOVE ROOF 1/2" CEMENTITIOUS
WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER SHEATHING DECORATIVE FINISH
0 ALL INSIDE AND
OUTSIDE CORNER
WILL NEED TO BE
MITER CLITAND
EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHAL CAULKED ALL BUTT
An=011=
EXTERIOR SHEATHING 314%1" BEAD OF CONSTR. 0mr-M I n1l"liki INSTALL SELF -ADHERED 114r-r-ur-u 1114 'Llumll4r-ma ASPHALT ADHESIVE t-Mvir-l"ll t'LlAoir-m .. . . . A.� JOINTS NEED TO BE
ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ACCORDANCE WITH EMBEDDEDIN
BOTTOM NAILING INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER PLASTER
(SEE DETAIL WP07) co
FLANGE SHEDDING LAPS OVER
BLOCK IIST LO M 0
0 z
SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLOOR
cx-- LU .2
HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER Iwo c: -j
INSTALL BOTTOM EDGE OF ca _j
SLAB WEEP SCREED I" BELOW i:-, LL
FINISH FLOOR ca
tie,
gets@
WALL SHEATHING s _00
ASPHALT SEALANT: CONT GALV. "L"
TEXTURED, PAINTED
FLAS IING PER
EXTEND MIN. OF 6" w EXTER. WALL FINISH ASPHALT BASED OPTIONAL DETAIL co
OUTSIDE OF FLASHING MANUFACTURES NOTE:
SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED
Lu
MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING THE BUILDING PAPER AND `Z C5
CRICKET AS
(REQUIRED AT
AND EXTENDING A
SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF
METAL LATH MUST BE
LOCATION AT ENTRY SHINGLE OVER
MINIMUM OF 6" ABOVE
BY PLAN
WEEP SCREED DETAIL
6" S,
.Z FLASHING W/ TAR VERTICAL RISE OF INSTALLED OVER THE TOP
SCALE: NOT TO SCALE
FLASHING AT KNEEWALL
nP TW[= XA/l=F=lD czr_pr=;=n
DIVE ER
FLAS IN
No
DRIP EDGE
FASCIA
FIGURE 1: FLASHING INSTALLATION
TEXTURED, PAINTED
EXTERIOR WALL FINISH
n e,
HOLD EXTERIOR
FINISH 2" ABOVE
A "I A I ':'
�k
�nn ni,�
ROOF
FLASHING
F r. n r,
A A "I A
CAULKING
6" HIGH
DIVERTER
FLASHING
FIGURE 2: WALL FINISH
ASPHALT SEALANT:
EXTEND MIN. 6" ABOVE
FLAS ING
6 TO 12"
PER PLAN
SPEC'S.
GALV.VFLASHING
TYPICAL.
ROOFING FELT
DRIP EDGE
FASCIA
FIGURE 3: CORNER DETAIL
CONT. GALV. "12
FLASHING PER
MANUFACTURES
SPECIFICATIONS SEALANT
OVER ROOF
ROOF MATERIAL PER SHINGLES W/ TAR
ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS
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
FLASHING W/ TAR FLASHING INSTALLATION
CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL
FLASHING PER
MANUFACTURES
SPECIFICATIONS
uvr-K rluur
SHINGLES W/ TAR
Gl-,
SHINGLE PER
CONTRACT
voo�-
A <I-
I, Ac -Z��
TYPICAL ROOF TO
WALL FLASHING DETAIL OA -
RAKE METAL DRIP EDGE
TO BE OVER
LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT
CERTAINTEED WINTERGUARD GABLE ENDS
WATERPROOFING SHINGLE
UNDERLAYMENT OR EQUIVALENT
,DIRECTLY TO DECK.
SAVE 7" PIECES
TO USE IN 5TH
COURSE
EMBED EACH SHINGLE IN A 2"
DO NOT NAIL WITHIN 6" O-F—__ WIDE STRIP OF ASPHALT
VALLEY CIENTERLINE
THRESHOLD OF DOOR AND RETURN FLASHING, SEE
FLASHING SELF -ADHERED FLASHING
ASTMC926 OVER WOOD
m
150 STATE STR.EET EAST
OLDSMAR, FLORMA 34677
813. 925.1300 TiFL
813. 925. 1800 FAX
WWWDAVISBEWS.COM
TAMPA is nENTVF_R_
UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW
(SEE DETAIL WP01)
0
2ND FLOOR
VULCUM CAULK FOR
0
J U)
0)
OR EQUAL WEATHER PROOF CAULKING
TRIMMED SHINGLE
ALL
CUT SHINGLES 2" BACK FROM
LETTER ON CHEMICAL
SCORED
REMOVE
16m
C6
a j cl
RELEASE PAPER
LL
SELF -ADHERED FLASHING
00
-0 N
0
0— 60
EXTEND A MINIMUM 6"
RELEASE PAPER TO EXPOSE
E
VERTICALLY FROM
BOTTOM OF
ADHESIVE AS SHOWN)
0020
z
THRESHOLD
BOTTOM NAILING INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER PLASTER
(SEE DETAIL WP07) co
FLANGE SHEDDING LAPS OVER
BLOCK IIST LO M 0
0 z
SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLOOR
cx-- LU .2
HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER Iwo c: -j
INSTALL BOTTOM EDGE OF ca _j
SLAB WEEP SCREED I" BELOW i:-, LL
FINISH FLOOR ca
tie,
gets@
WALL SHEATHING s _00
ASPHALT SEALANT: CONT GALV. "L"
TEXTURED, PAINTED
FLAS IING PER
EXTEND MIN. OF 6" w EXTER. WALL FINISH ASPHALT BASED OPTIONAL DETAIL co
OUTSIDE OF FLASHING MANUFACTURES NOTE:
SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED
Lu
MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING THE BUILDING PAPER AND `Z C5
CRICKET AS
(REQUIRED AT
AND EXTENDING A
SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF
METAL LATH MUST BE
LOCATION AT ENTRY SHINGLE OVER
MINIMUM OF 6" ABOVE
BY PLAN
WEEP SCREED DETAIL
6" S,
.Z FLASHING W/ TAR VERTICAL RISE OF INSTALLED OVER THE TOP
SCALE: NOT TO SCALE
FLASHING AT KNEEWALL
nP TW[= XA/l=F=lD czr_pr=;=n
DIVE ER
FLAS IN
No
DRIP EDGE
FASCIA
FIGURE 1: FLASHING INSTALLATION
TEXTURED, PAINTED
EXTERIOR WALL FINISH
n e,
HOLD EXTERIOR
FINISH 2" ABOVE
A "I A I ':'
�k
�nn ni,�
ROOF
FLASHING
F r. n r,
A A "I A
CAULKING
6" HIGH
DIVERTER
FLASHING
FIGURE 2: WALL FINISH
ASPHALT SEALANT:
EXTEND MIN. 6" ABOVE
FLAS ING
6 TO 12"
PER PLAN
SPEC'S.
GALV.VFLASHING
TYPICAL.
ROOFING FELT
DRIP EDGE
FASCIA
FIGURE 3: CORNER DETAIL
CONT. GALV. "12
FLASHING PER
MANUFACTURES
SPECIFICATIONS SEALANT
OVER ROOF
ROOF MATERIAL PER SHINGLES W/ TAR
ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS
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
FLASHING W/ TAR FLASHING INSTALLATION
CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL
FLASHING PER
MANUFACTURES
SPECIFICATIONS
uvr-K rluur
SHINGLES W/ TAR
Gl-,
SHINGLE PER
CONTRACT
voo�-
A <I-
I, Ac -Z��
TYPICAL ROOF TO
WALL FLASHING DETAIL OA -
RAKE METAL DRIP EDGE
TO BE OVER
LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT
CERTAINTEED WINTERGUARD GABLE ENDS
WATERPROOFING SHINGLE
UNDERLAYMENT OR EQUIVALENT
,DIRECTLY TO DECK.
SAVE 7" PIECES
TO USE IN 5TH
COURSE
EMBED EACH SHINGLE IN A 2"
DO NOT NAIL WITHIN 6" O-F—__ WIDE STRIP OF ASPHALT
VALLEY CIENTERLINE
THRESHOLD OF DOOR AND RETURN FLASHING, SEE
FLASHING SELF -ADHERED FLASHING
ASTMC926 OVER WOOD
SEALANT USING
150 STATE STR.EET EAST
OLDSMAR, FLORMA 34677
813. 925.1300 TiFL
813. 925. 1800 FAX
WWWDAVISBEWS.COM
TAMPA is nENTVF_R_
UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW
(SEE DETAIL WP01)
CUT 2" DIAGONALLY OFF
2ND FLOOR
VULCUM CAULK FOR
UPPER CORNER OF
REFER TO TECHNICAL
OR EQUAL WEATHER PROOF CAULKING
TRIMMED SHINGLE
ALL
CUT SHINGLES 2" BACK FROM
LETTER ON CHEMICAL
SCORED
REMOVE
COMPATIBILITY
RELEASE PAPER
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING,
(BEFORE FOLDING, SCORE
EXTEND A MINIMUM 6"
RELEASE PAPER TO EXPOSE
VERTICALLY FROM
BOTTOM OF
ADHESIVE AS SHOWN)
THRESHOLD
SECTION -A (SEE
DETAIL WP02)
SELF -ADHERED FLASHING
1/2" CEMENT PLASTER
FINISH
2
SELF -ADHERED
NAILING FLANGE
FLASHING
2 1/2" PERFORATED
SEAL TOPS OF JOISTS
BLOCK FLANGE 1/2" WEEP
DO NOT FLASH OVER
Hkir)CD MfIVIK1112 *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS
CEMENT
SCREED
BOTTOM NAILING INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER PLASTER
(SEE DETAIL WP07) co
FLANGE SHEDDING LAPS OVER
BLOCK IIST LO M 0
0 z
SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLOOR
cx-- LU .2
HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER Iwo c: -j
INSTALL BOTTOM EDGE OF ca _j
SLAB WEEP SCREED I" BELOW i:-, LL
FINISH FLOOR ca
tie,
gets@
WALL SHEATHING s _00
ASPHALT SEALANT: CONT GALV. "L"
TEXTURED, PAINTED
FLAS IING PER
EXTEND MIN. OF 6" w EXTER. WALL FINISH ASPHALT BASED OPTIONAL DETAIL co
OUTSIDE OF FLASHING MANUFACTURES NOTE:
SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED
Lu
MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING THE BUILDING PAPER AND `Z C5
CRICKET AS
(REQUIRED AT
AND EXTENDING A
SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF
METAL LATH MUST BE
LOCATION AT ENTRY SHINGLE OVER
MINIMUM OF 6" ABOVE
BY PLAN
WEEP SCREED DETAIL
6" S,
.Z FLASHING W/ TAR VERTICAL RISE OF INSTALLED OVER THE TOP
SCALE: NOT TO SCALE
FLASHING AT KNEEWALL
nP TW[= XA/l=F=lD czr_pr=;=n
DIVE ER
FLAS IN
No
DRIP EDGE
FASCIA
FIGURE 1: FLASHING INSTALLATION
TEXTURED, PAINTED
EXTERIOR WALL FINISH
n e,
HOLD EXTERIOR
FINISH 2" ABOVE
A "I A I ':'
�k
�nn ni,�
ROOF
FLASHING
F r. n r,
A A "I A
CAULKING
6" HIGH
DIVERTER
FLASHING
FIGURE 2: WALL FINISH
ASPHALT SEALANT:
EXTEND MIN. 6" ABOVE
FLAS ING
6 TO 12"
PER PLAN
SPEC'S.
GALV.VFLASHING
TYPICAL.
ROOFING FELT
DRIP EDGE
FASCIA
FIGURE 3: CORNER DETAIL
CONT. GALV. "12
FLASHING PER
MANUFACTURES
SPECIFICATIONS SEALANT
OVER ROOF
ROOF MATERIAL PER SHINGLES W/ TAR
ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS
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
FLASHING W/ TAR FLASHING INSTALLATION
CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL
FLASHING PER
MANUFACTURES
SPECIFICATIONS
uvr-K rluur
SHINGLES W/ TAR
Gl-,
SHINGLE PER
CONTRACT
voo�-
A <I-
I, Ac -Z��
TYPICAL ROOF TO
WALL FLASHING DETAIL OA -
RAKE METAL DRIP EDGE
TO BE OVER
LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT
CERTAINTEED WINTERGUARD GABLE ENDS
WATERPROOFING SHINGLE
UNDERLAYMENT OR EQUIVALENT
,DIRECTLY TO DECK.
SAVE 7" PIECES
TO USE IN 5TH
COURSE
EMBED EACH SHINGLE IN A 2"
DO NOT NAIL WITHIN 6" O-F—__ WIDE STRIP OF ASPHALT
VALLEY CIENTERLINE
RAGING CEMENT.
ON
DAVIS BEWS
DESIGN GROVP
150 STATE STR.EET EAST
OLDSMAR, FLORMA 34677
813. 925.1300 TiFL
813. 925. 1800 FAX
WWWDAVISBEWS.COM
TAMPA is nENTVF_R_
EST. 1994
BOTTOM NAILING INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER PLASTER
(SEE DETAIL WP07) co
FLANGE SHEDDING LAPS OVER
BLOCK IIST LO M 0
0 z
SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLOOR
cx-- LU .2
HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER Iwo c: -j
INSTALL BOTTOM EDGE OF ca _j
SLAB WEEP SCREED I" BELOW i:-, LL
FINISH FLOOR ca
tie,
gets@
WALL SHEATHING s _00
ASPHALT SEALANT: CONT GALV. "L"
TEXTURED, PAINTED
FLAS IING PER
EXTEND MIN. OF 6" w EXTER. WALL FINISH ASPHALT BASED OPTIONAL DETAIL co
OUTSIDE OF FLASHING MANUFACTURES NOTE:
SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED
Lu
MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING THE BUILDING PAPER AND `Z C5
CRICKET AS
(REQUIRED AT
AND EXTENDING A
SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF
METAL LATH MUST BE
LOCATION AT ENTRY SHINGLE OVER
MINIMUM OF 6" ABOVE
BY PLAN
WEEP SCREED DETAIL
6" S,
.Z FLASHING W/ TAR VERTICAL RISE OF INSTALLED OVER THE TOP
SCALE: NOT TO SCALE
FLASHING AT KNEEWALL
nP TW[= XA/l=F=lD czr_pr=;=n
DIVE ER
FLAS IN
No
DRIP EDGE
FASCIA
FIGURE 1: FLASHING INSTALLATION
TEXTURED, PAINTED
EXTERIOR WALL FINISH
n e,
HOLD EXTERIOR
FINISH 2" ABOVE
A "I A I ':'
�k
�nn ni,�
ROOF
FLASHING
F r. n r,
A A "I A
CAULKING
6" HIGH
DIVERTER
FLASHING
FIGURE 2: WALL FINISH
ASPHALT SEALANT:
EXTEND MIN. 6" ABOVE
FLAS ING
6 TO 12"
PER PLAN
SPEC'S.
GALV.VFLASHING
TYPICAL.
ROOFING FELT
DRIP EDGE
FASCIA
FIGURE 3: CORNER DETAIL
CONT. GALV. "12
FLASHING PER
MANUFACTURES
SPECIFICATIONS SEALANT
OVER ROOF
ROOF MATERIAL PER SHINGLES W/ TAR
ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS
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
FLASHING W/ TAR FLASHING INSTALLATION
CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL
FLASHING PER
MANUFACTURES
SPECIFICATIONS
uvr-K rluur
SHINGLES W/ TAR
Gl-,
SHINGLE PER
CONTRACT
voo�-
A <I-
I, Ac -Z��
TYPICAL ROOF TO
WALL FLASHING DETAIL OA -
RAKE METAL DRIP EDGE
TO BE OVER
LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT
CERTAINTEED WINTERGUARD GABLE ENDS
WATERPROOFING SHINGLE
UNDERLAYMENT OR EQUIVALENT
,DIRECTLY TO DECK.
SAVE 7" PIECES
TO USE IN 5TH
COURSE
EMBED EACH SHINGLE IN A 2"
DO NOT NAIL WITHIN 6" O-F—__ WIDE STRIP OF ASPHALT
VALLEY CIENTERLINE
RAGING CEMENT.
CUT 2" DIAGONALLY OFF
UPPER CORNER OF
TRIMMED SHINGLE
CUT SHINGLES 2" BACK FROM
VALLEY CENTERLINE
REMOVE
FIGURE 4: VALLEY DETAIL
METAL DRIP EDGE TO
BE UNDER
UNDERLAYMENT AT
ROOF EAVES
0�
SO " 0
00&0- C,00�,Se COiiii �ksS_ 1-11
blr\ 4,0 svo li?�kv GOO
c,0
EAVES
2
7' FIRST STARTER SHINGLE
EXTEND THE SHINGLES OVER
THE RAKE AND EAVES ABOUT
1/2" IF DRIP EDGE IS USED, OR
ABOUT 3/4" IF NO DRIP EDGE IS
USED.
THESE DETAILS ARE GENERIC AND MEANT
TO SHOW GENERAL FLASHING AND FLASHING DETAILS
WATERPROOFING METHODS TO BE USED.
N.T.51
4/0 ALU. CABLE
MAIN P16COMCT A/C
COMBO - SQUARE Q DISC.
REFER TO FLOOR TYP. _014 AND 012 COPPER TO
PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS
AMPS. REQUIRED PANEL *10 COPPER TO
WATER HEATER
UNDERGROUND 08 COPPER TO RANGE
SERVICE BY 04 COPPER TO 5/8" GROUND ROD
POWER COMPANY AL50 5ERVICE TO BE BONDED
TO
FOOTING STEEL
ELECTRICAL RISER DIAGPAM_
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY IN APPLICABLE PROVISION$ OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.
ELECTF,:11CAL <E"'�
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
oll. P. WEATHERPROOF DUPLEX OUTLET
0@i,l. GROUND FAULT INTERRUPTER DUPLEX OUTLET
K;r- HALF-5WITCHED DUPLEX OUTLET
SPECIAL PURP06E OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
I
WALL SWITCH
13
THREE-WAY SWITCH
14
FOUR-WAY SWITCH
$ D
DIMMER SWITCH
GRI .
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
J 0
_j to
IRECE66ED INCANDESCENT LIGHT FIXTURE
C.
LIGHT FIXTURE WITH FULL CHAIN
TELEV16ION (OPTIONAL)
TRACK LIGHT
F
FLUORE5CENT LIGHT FIXTURE
0
EXHAUST FAN
3'4"64" AIC i
EXHAUST FAN/LIGHT COMBINATION
LIGHT
ELECTRIC DOOR OPERATOR (OPTIONAL)
RcH
CHIMES (OPTIONAL)
El
PU6H5UTTON SWITCH (OPTIONAL)
CARDON MONOXIDE DETECTOR
CONTRACTOR
O.MrAet: nt:'rt:r'rrip
FLOOD
LIGHT
I. T-j%VVlWr_ MW 11-401 A" Un�A�l rf-W1.1 tolnWl I r;w
ON PLANS OR AS ITEM NO. 4 AND 5 BELOW INDICATES.
2. UNLE55 OTHEW16E INDICATE[), INSTALL SWITCHES AND RECEPTACLES AT THE
FOLLOWING HEIGHTS ABOVE FINISHED FLOOR:
SWITCHES .... 42"
OUTLETS ..... 14"
TELEPHONE ... 14" (UNLESS ABV COUNTERTOP)
TELEVISIOK..14"
3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTOR6.
4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, RNROOM5, RECREATION ROOMS,
CLOSEM HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COM51NATION TYPE A.F.C.I.
DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13
5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY
ROOMS SHALL BE GPL.I. PROTECTED (G.F.P.
6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
ELECTRICAL WOW 15 IN FULL COMPLIANCE WITH N.F.Pk 10, NE.C. 2011, F.B.C.R. - 5TH
EDITION (2014), AND ALL APPLICA13LE LOCAL STANDARDS, CODES, AND ORDINANCES.
1. EVERY BUILDING HAVING A F06SIL-FUEL-5URNING, 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.
8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN
SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE
BATTERY BACKUP. COMBINATION SMOKE/CAR5ON MONOXIDE ALARMS SHALL BE
L16TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
lrlr%u V-^ I.
MAKE -Up
LIGHT
MICROWAVE
OUTLET +14"
G.C. VERIFY ALL G.C. VERIFY LOCATION
SMOKE DETECTORS FOR CEILING FAN6
TO BE HARD-WInD PRE -Win
G.C. VERIFY
W.P. -
x
W.P. G.F.I.
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ADDITIONAL OUTLET
GRI .
T.Ufj. SERVICE
TELEPHONE (OPTIONAL)
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LIGHT
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ELECTRIC METER
PAD (SEE MECH-1
PAD (SEE MECH.
ELEC. AT 48"
CONTRACTOR
CONTRACTOR
-ow
ELECTRIC PANEL
FOR LOC.)
FOR LOC.)
0 cm
CD
0
DISCONNECT SWITCH
L -1
L - - -
PU5HBUTTON FOR
SPEAKER (OPTIONAL)
GD, OPENER
ROUGH -IN FOR OPT. CEILING FAN
A/C
\>
— — — — — — ----
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CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/
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AT 4811
NOTES1
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I. T-j%VVlWr_ MW 11-401 A" Un�A�l rf-W1.1 tolnWl I r;w
ON PLANS OR AS ITEM NO. 4 AND 5 BELOW INDICATES.
2. UNLE55 OTHEW16E INDICATE[), INSTALL SWITCHES AND RECEPTACLES AT THE
FOLLOWING HEIGHTS ABOVE FINISHED FLOOR:
SWITCHES .... 42"
OUTLETS ..... 14"
TELEPHONE ... 14" (UNLESS ABV COUNTERTOP)
TELEVISIOK..14"
3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTOR6.
4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, RNROOM5, RECREATION ROOMS,
CLOSEM HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COM51NATION TYPE A.F.C.I.
DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13
5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY
ROOMS SHALL BE GPL.I. PROTECTED (G.F.P.
6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
ELECTRICAL WOW 15 IN FULL COMPLIANCE WITH N.F.Pk 10, NE.C. 2011, F.B.C.R. - 5TH
EDITION (2014), AND ALL APPLICA13LE LOCAL STANDARDS, CODES, AND ORDINANCES.
1. EVERY BUILDING HAVING A F06SIL-FUEL-5URNING, 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.
8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN
SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE
BATTERY BACKUP. COMBINATION SMOKE/CAR5ON MONOXIDE ALARMS SHALL BE
L16TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
lrlr%u V-^ I.
MAKE -Up
LIGHT
MICROWAVE
OUTLET +14"
G.C. VERIFY ALL G.C. VERIFY LOCATION
SMOKE DETECTORS FOR CEILING FAN6
TO BE HARD-WInD PRE -Win
G.C. VERIFY
LOCATION OF
x
W.P. G.F.I.
DAVIS BEWS
ADDITIONAL OUTLET
4611 GARAGE
T.Ufj. SERVICE
IN NON WET AREA
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4611 GARAGE
DESIGN GPOVP
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PU5HBUTTON FOR
GD, OPENER
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— — — — — — ----
COACH
AT 4811
LIGHT
ENTRY
MAIN FLOOR ELECTRICAL PLAN
GARAGE RIGHT
x
DAVIS BEWS
U)
0 0 0
DESIGN GPOVP
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MAIN FLOOR ELECTRICAL PLAN
GARAGE RIGHT
DAVIS BEWS
DESIGN GPOVP
------------
150 STATE SlItEET EAST
OU)SMAR, FLORMA 34677
813. 925,1300 Tr=L
813. 925. 1800 FAX
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TAMPA * E>ElqVF.R-
EST. 1994 F�— I
MAIN FLOOR ELECTRICAL PLAN
GARAGE RIGHT
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURP05E OUTLET
�G DUPLEX OUTLET IN FLOOR
�& 220 VOLT OUTLET
$ WALL SWITCH
13 THREE-WAY SWITCH
14 FOUR-WAY SWITCH
$ D DIMMER SWITCH
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
KCESSED INCANDESCENT LIGHT FIXTURE
C. LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUST FAN
EXHAUST FANA.IGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
RcH CHIMES (OPTIONAL)
El PU5HBUTTON SWITCH (OPTIONAL)
CARBON MONOXIDE DETECTOR
SMOKE DETECTOR
SMOKE / CAR50N MONO. COMBO DETECTOR
TELEPHONE (OPTIONAL)
Mv TELEVISION (OFTIONAL)
THERMOSTAT
ELECTRIC METER
-am ELECTRIC PANEL
D15CO%ECT SWITCH
SPEAKER (OFTML)
/> ROUGH -IN FOR OPT. CEILING FAN
</ 1>
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W1
ROUGH- IN FOR OPT. CEILING FAN
NOTES -
1. PROVIDE AND INSTALL GROW FAULT CIRCUT-INTEMPTER6 AS INDICATED
ON PLANS OR AS ITEM No. 4 AND 5 13ELOW INDICATE$.
2. UNLE55 OTHERW16E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE
FOLLOWING HEIGHTS ABOVE FINISHED FLOOR:
SWITCHES .... 4211
OUTLETS .... 14"
TELEPHONE ... 1411 (UNLESS A5V COUNTERTOP)
TELEV151M..14"
3. ALL SMOKE DETECTORS $HALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS
4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOM&, FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BUNROOM6, RECREATION ROOMS,
CLOSETS, HALLWAYS, AND SIMILAR AKA5 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 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY
ROOMS 5HALL BE GPr,.I. PROTECTED (GRI).
b. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
ELECTRICAL WOW 15 IN FULL COMPLIANCE WITH NFFA. 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 FO56IL-FUEL-5URNING 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.
8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN
SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS $HALL HAVE
BATTERY BACKUP. COMBINATION 5MOKE/CAF43ON MONOXIDE ALARMS SHALL BE
LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
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$ WALL SWITCH
13 THREE-WAY SWITCH
14 FOUR-WAY SWITCH
$ D DIMMER SWITCH
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
KCESSED INCANDESCENT LIGHT FIXTURE
C. LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUST FAN
EXHAUST FANA.IGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
RcH CHIMES (OPTIONAL)
El PU5HBUTTON SWITCH (OPTIONAL)
CARBON MONOXIDE DETECTOR
SMOKE DETECTOR
SMOKE / CAR50N MONO. COMBO DETECTOR
TELEPHONE (OPTIONAL)
Mv TELEVISION (OFTIONAL)
THERMOSTAT
ELECTRIC METER
-am ELECTRIC PANEL
D15CO%ECT SWITCH
SPEAKER (OFTML)
/> ROUGH -IN FOR OPT. CEILING FAN
</ 1>
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W1
ROUGH- IN FOR OPT. CEILING FAN
NOTES -
1. PROVIDE AND INSTALL GROW FAULT CIRCUT-INTEMPTER6 AS INDICATED
ON PLANS OR AS ITEM No. 4 AND 5 13ELOW INDICATE$.
2. UNLE55 OTHERW16E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE
FOLLOWING HEIGHTS ABOVE FINISHED FLOOR:
SWITCHES .... 4211
OUTLETS .... 14"
TELEPHONE ... 1411 (UNLESS A5V COUNTERTOP)
TELEV151M..14"
3. ALL SMOKE DETECTORS $HALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS
4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOM&, FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BUNROOM6, RECREATION ROOMS,
CLOSETS, HALLWAYS, AND SIMILAR AKA5 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 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY
ROOMS 5HALL BE GPr,.I. PROTECTED (GRI).
b. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
ELECTRICAL WOW 15 IN FULL COMPLIANCE WITH NFFA. 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 FO56IL-FUEL-5URNING 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.
8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN
SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS $HALL HAVE
BATTERY BACKUP. COMBINATION 5MOKE/CAF43ON MONOXIDE ALARMS SHALL BE
LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
G.C. VERIFY ALL GC. VERIFY LOCATION
SMOKE DETECTOI;ro FOR CEILING FAN5
TO BE HARD-WIKD PRE -WIRE
* * * * I * * * * I
DAVIS BEWS
DESIGN GROVP
150 STATE STR= EAST
OUXMAR, FLORMA 34677
813. 925.1300 Tr=L
813. 92S . 1800 FAX
Vv"WWJDAVJSBEWS.00M
TAMPA * VENIVEPL
EST. 1994 F- I
G.C. VERIFY ALL GC. VERIFY LOCATION
SMOKE DETECTOI;ro FOR CEILING FAN5
TO BE HARD-WIKD PRE -WIRE
* * * * I * * * * I
METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD
GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,
METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL INDEX OF DRAWINGS W
FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES
OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. <
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A
MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING SHEET SHEET TITLE
BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING.
3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S1 STRUCTURAL NOTES
THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER.
PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES S2 FOUNDATION PLAN
(BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD.
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES S3 DOWEL PLACEMENT PLAN
CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR z
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT 0
CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE S4 FIRST FLOOR FRAMING PLAN
ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL CL
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF FORCES, INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. S4.1 NOTES & CONNECTOR LEGEND
2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED.
AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS S4.2 ROOF FRAMING PLAN W
2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO W
AND STRUCTURAL PLANS FOR MORE INFO.
ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO S5 LINTEL PLAN
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1A DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE
WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY
THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF, TRUSS ENGINEER OF RECORD SDI FOUNDATION DETAILS
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. SD2 GENERAL DETAILS
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS > C3
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS SD3 GENERAL DETAILS W
BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF 0�
AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY SD4 GENERAL DETAILS I I I I I I rZI I
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: 0%,11111111111i n
CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF SD5 TWO STORY DETAILS Uj cr>
BOLTS AND THREADED RODS DL 7 PSF (SHINGLE TYPE ROOF COVER)
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) SD6 TWO STORY DETAILS 0, js� 00
% Ui
2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL 14 PSF (TRUSS OVERBUILD) LL 4% �e 0
co 0 z
FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF ST1 STAIR DETAILS OZ
Uj cc: (j
HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: z -
0:0 zo
A)FLOORS=40PSF B) BALCONIES =60 PSF/ 100 PSF (IF BALCONY> 100 SQ FT)
OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 5 Uj <
3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF UPDATES
_( 00 z
OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. <
>- 0
ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: Of _j
MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF NUMBER DATE DESCRIPTION ca U_
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING:
CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF UPDATED PLAN TO INCLUDE ELEV C Wt BFS
PSI (f m = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF 1 2/7/2017 TRUSSES PER LOT TB -296
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF U
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. GUARDRAILS IN -FILL COMPONENTS = 50 PSF UPDATED PLAN TO INCLUDE ELEV B W/ BONUS W/ 0
4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 2 3/1/2017 BFS TRUSSES PER LOT TB -148
-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS
SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA UPDATED PLAN TO INCLUDE ELEV B STD W/ BFS 0z
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 3 3/2/2017
FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE TRUSSES PER LOT TB -191 U C)
-MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE
PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS UPDATED PLAN TO INCLUDE ELEV A STD W/ BFS 0
6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM 4 3/15/2017 0 z
U C 0
WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) ITRUSSES PER LOT TB -290 = 0
FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR
12d TOENAILS EACH END. 0
POSITIONERS IN MIDDLE OF WALL
7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS
MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND
8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP U
COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 0
10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING
11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 164' O.C. MAX W11N TRUSS SPAN OR PER TRUSS
LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST
CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD.
12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O.
PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO TABLE WITHIN BCSI-B3).
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d W z
r%11 -rn AMMn"A-rr_1 V WIDDA-rM YUM r1l I C:M rM I 1AI/
f. UUMINU 1 F_
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
REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED
LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND)
CONDITIONS. E.O.R. TO REVIEW IF INSTALLED.
3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED
WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL
BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM
NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD.
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY
(MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY
SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE
DESIGNED AND DETAILED BY OTHERS.
6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE
CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL
HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH
SIMPSON HSS2 STUD SHOES, TYP U.N.O.
7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE
CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST
CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED
GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES
NOT.
8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR
MASONRY IS TO BE PRESSURE TREATED.
9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
WOODEN TOP PLATES.
10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS
ENGINEERED LUMBER
ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN
VALUES AS FOLLOWS:
COLUMNS BEAMS STUD
E = 1,800,000 Win' U.N.O. E = 2,000,000 Win' U.N.O. E = 1,500,000 lb/in' U.N.O.
Fb= 2500 Fb= 3000 Fb= 2200
Ft 1600 Ft 1700 Ft 1500
Fc 3000 Fc 11= 3000 Fc 11= 2100
Fc 900 Fc = 900 Fc = 450
Fv= 285 Fv 285 Fv 150
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN
CONDITION U.N.O.
CEILING CONSTRUCTION
1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS
OTHERWISE SPECIFIED.
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN
LIVING SPACE IS ABOVE THE GARAGE.
HM F=P qTAIP PRn FrTION
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
1. OMITTED REBAR
DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR
INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
FROM HOLE wl COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING
BEND).
2. STRAPS/CONNECTOR SUBSTITUTION
MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT
& LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL
MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED.
3. STAIR CONSTRUCTION
2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.)
4. METAL STUD SUBSTITUTION
WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS
5. OMITTED J -BOLT
-1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH
MIN. 7" EMBEDMENT.
-1/2"x6" SIMPSON TITEN HID THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"
J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
6. MORTAR JOINTS
-FOR BED JOINTS 1/2"-1 ", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ -D)
-FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
EA,SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN.
"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2)
COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES,
THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG
-FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
VERT. REINF. IN EA. CELL, CONT. PER PLAN.
7. OVERHANGING CMU WALL
-FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT.
CELLS PER PLAN.
-FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES
IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN
-FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS.
STRUCTURALSTEEL
1 . MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE
STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy
35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI.
2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS
SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)
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
CONFORM TO ASTM F1 554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE
PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED
CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE
:Y16" LINO.
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
ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.
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
z
WIND PRESSURE & SUCTION
EFFECTIVE
(PSF)
WIND
H VALUE DENOTES PRESSURE
AREA (SQ FT)
VALUE DENOTES SUCTION
AREA
z
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21.2
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22.9
28.3
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20.2
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19.0
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18.0
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GARAGE DOORS
9'-0" x 7'-0"
16'-0" x 7'-0"
(+)18.4
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WIND PRESSURE/
SUCTION DIAGRAM 5 5
655
4 4 a
STANDARD DESIGN PRESSURE NOTES
1 . ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA
BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED
ON LINEAR INTERPOLATION FOR THIS SITE.
2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME
IS 15FT, 2 STORY HOME IS 30FT
3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET
ULTIMATE WIND PRESSURES.
4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR
BUILDING CORNERS.
5. INDICATED PRESSURES CAN BE INTERPOLATED FOR
OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED
WITH THE LOWER EFFECTIVE AREAS.
6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS
140 MPH OR GREATER IS CONSIDERED TO BE IN THE
WIND -BOURNE DEBRIS AREA. OPENING PROTECTION
REQUIRED. REFER TO SECTION R301.2.1.2 OF THE
RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS
OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO
TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS
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QC CHECK:
MRB
JOB
No.
TM- 2170448
SCALE: AS INDICATED
DATE:
03/27/2017
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD
SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED).
(12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER.
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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FOUNDATION NOTES:
1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE
LAPPED MIN. 6" AND SEALED.
2. PROVIDE 3-1/2" 300OPSI CONC. SLAB W/ 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) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.
LAP SPLICES SHALL BE NO LESS THAN 25".
4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR
RECESSING DOOR SILLS.
5. EXTERIOR SLABS SHALL SLOPE 1 /8" PER FOOT AWAY FROM HOUSE.
6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE
SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)
CONTROL JOINTS TO 13E SAW CUT A DEPTH OF 1/4" OF THE
THICKNESS OF THE SLAB. FILL CUT WIAPPROVED JOINT MATERIAL OR
USE ALTERNATE APPROVED METHOD.
7. MECHANICAL EQUIP, LOCATIONS WILL BE DETERMINED BY
COMMUNITY & COUNTY CODES.
8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL
SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE
AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
9. NO WOOD STAKES PERMITTED IN FOUNDATION.
10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED
DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO
DETERMINE STEP LOCATIONS IF REQUIRED
11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS
AND LAP SPLICE. SEE DTL MFO9 AND MF1 0 ON SDI FOR STANDARD
FOOTING STEP DOWN AND CORNER INFORMATION.
12, ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE
SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH
PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION
13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER
COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS
FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE
PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL
CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,
COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS
DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR).
THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS
BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000
PSF.
14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO
DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION, SEE
STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND
FOOTING SIZES PENDING DEPTH OF STEMWALL.
FOOTING SCHEDULE
12"xI 2"xl 2" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (2) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
24"x24"xl 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"xl 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.
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.
2"x42"xl 2" dp w/ #5's EQUALLY SPACED EA.
3.5
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (6) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
48"x48"xl 2" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (7) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
54"x54 " x16" dp w/#5's EQUALLY SPACED EA,
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (8) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
60"x60"x16" dp w/#5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (9) # 5 E.W,
BARS & 3" MIN. COVER TO EDGE OF CONC.
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0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.
TO TIE BEAM.
0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
INDICATES 450 CORNER BLOCK GROUT FILLED WITH (2) VERT.
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-STRUCT: TW
QC CHECK: MRB
JOB No. TM - 2170448
SCALE: AS INDICATED
.. . ... ... ..
DATE: 03/27/2017
FOUNDATION PLAN -
1/411=11 -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, LLC Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC is strictly prohibited.
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QC CHECK: MRB
JOB No. TM - 2170448
SCALE: AS INDICATED
DOWEL PLACEMENT PLAN DATE: 03/27/2017
1/4111=111-011 S3
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC is strictly prohibited.
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TO THE VERTICAL OF EACH F01 BUILDER NOTE: INST�L BUILDER NOTE: INSTALL
------ - - - -- --- -- - 4
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J04 FLOOR TRUSS @ 24" O.C. COLUMN
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QC CHECK: MRB
JOB No. TM - 2170448
SCALE: AS INDICATED
---- -- ------ -----
DATE: 03/27/2017
FIRST FLOOR FRAMING PLAN m
1/4"=1 1-011
NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC Any use, duplication, ortransfer ofthese documents withoutthe expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC is strictly prohibited.
BEARING WOOD WALL SCHEDULE
TAG
STUD
SPACING
LUMBER
SPECIES
CONNECTION & FASTENERS
UPLIFT
CAP.
(PID
BLOCKING
TOP
BOTTOM
16d
16"
SPF
(3)12d
TOENAILS
(3)12d
TOENAILS
NO
UPLIFT
MID -SPAN
(3)2X4 SYP #2 BUILT UP STUD COLUMN
2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL
16"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
MID -SPAN
#2 SYP W-21" FLITCH PLATE
6x6 SYP #2 POST
16"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 PIf
1rd. PT.
3-1/2"x5-1/4" LVL COLUMN.
B2x1O
12"
SPF
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
5-1/4"l LVL COLUMN.
H10A 1015
12"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 PIf
MID -SPAN
STANDARD COLUMN NOTES
1. NAIL ALL BUILT-UP STUDS PER DTL. WFO8/SD4.
12"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
1rd. PT.
3
7" EMBEDMENT
6x6: ABU66 w/(l 2)16d NAILS & EPDXY ANCHOR w/MI N.
16"
SYP
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
TOPOST: SIMP.HTS20ORLSTA18
El
16"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
MID -SPAN
H2.5A w/(l O)8d
FRAME TO FRAME
16"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
-ird. PT,
3
3
ON MASONRY: (2) SIMP. MSTAM24
12"
SYP
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
MGT w/(22)10d �'EPDXY ANCHOR w/SIMP. SET EPDXY MIN.
8
FRAME TO CMU
12"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
MID -SPAN
NAILS & (I 8)-i"x22" TAPCONS
4 4
12"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 PIf
-ird. PT.
TO POST: SIMP. HTS20 OR LSTA18
STANDARD BEARING WALL W/THREADED ROD NOTES
1 . VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O.
2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED
WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE
W/ (3) 12d TOENAILS
3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R.
4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD
CONNECTIONS.
5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS.
6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END.
7. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" BELOW LOWEST SLAB
ELEVATION AT STEP) w/ SIMPSON SET EPDXY. SEE ABOVE FOR
SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON
INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND
2"x2"x1/8" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY
FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE
CONNECTIONS.
8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIL
BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS
INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY
SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS
ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE
CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT
ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D.
9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF
THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO.
AND DETAILS.
10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2
U.N.O. ON PLAN.
11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL
WF09/SD3 U.N.O. ON PLAN.
12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE
CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF
COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8")
13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR
FOR FURTHER REVIEW.
14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX.
ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d
TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS
INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE
(P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE
\ -1" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING
LEAVE) 4
EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE
w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS.
41"
COLUMN SCHEDULE
STANDARD NAIL
(2)2X4 SPF #2 BUILT UP STUD COLUMN
8d
(3)2X4 SPF #2 BUILT UP STUD COLUMN
10d
(4)2X4 SPF #2 BUILT UP STUD COLUMN
12d
(2)2X6 SPF #2 BUILT UP STUD COLUMN
16d
(3)2X6 SPF #2 BUILT UP STUD COLUMN
8d RING SHANK
(2)2X8 SPF #2 BUILT UP STUD COLUMN
<8>
(3)2X8 SPF #2 BUILT UP STUD COLUMN
<8>
(3)2X4 SYP #2 BUILT UP STUD COLUMN
2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL
(2)2X6 SYP #2 BUILT UP STUD COLUMN
ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S
(2)2X8 SYP #2 BUILT UP STUD COLUMN
ON MASONRY: (1) SIMP. MSTAM24
44 SYP #2 POST
#2 SYP W-21" FLITCH PLATE
6x6 SYP #2 POST
<S>
8x8 SYP #2 POST
(1)ply TRUSS (10)10d x 1-1" NAILS
2
3-1/2"x3-1/2" LVL COLUMN.
<8>
3-1/2"x5-1/4" LVL COLUMN.
B2x1O
3-1/2"x7" LVL COLUMN.
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l 0) 1 Od
3-112"x9-1/2" LVL COLUMN.
(2)ply 1900
5-1/4"x5-1/4" LVL COLUMN.
H 1 OA w/(l 8)1 Od x 1 -1" NAI LS OR
2
5-1/4"l LVL COLUMN.
H10A 1015
TW" LVL COLUMN.
3]
3 1/2" X 11 7/8" LVL COLUMN
FRAME TO FRAME
5 1/4" X 9 1/2" LVL COLUMN
STANDARD COLUMN NOTES
1. NAIL ALL BUILT-UP STUDS PER DTL. WFO8/SD4.
2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T.
OR WOLMANIZED.
3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID
POSTS. AT EXTERIOR CONDITIONS
4x4: ABU44 w/(12)16d NAILS & EPDXY ANCHOR WMIN.
7" EMBEDMENT
6x6: ABU66 w/(l 2)16d NAILS & EPDXY ANCHOR w/MI N.
7" EMBEDMENT
8x8: ABU88 w/(18)16d NAILS & (2)�" EPDXY ANCHORS wl
8
MIN. 7" EMBEDMENT
4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND
BASE PLATE U.N.O. ON PLANS.
6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
NAIL SCHEDULE
STANDARD NAIL
GENERAL DIAMETER/ LENGTH
8d
.131 " x 21'
2
10d
.148" x 3"
12d
.148" x 3-1'
4
16d
.162" x 31'
2
8d RING SHANK
.113" x 2�"
8
NAILING NOTES
1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS
LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH
INDICATED.
2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL
LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS
ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S
BEING ATTACHED TO.
CONNECTOR SCHEDULE
TAG
BEAM SIZE
CONNECTIONS
VALUES
VALUES
TAG
SIMPSON CONNECTOR
TYPE
SPF(Ib)
SYP(Ib)
(2)2x8 #2 SYP
META16 w/(7) 10dxli"NAILS OR
2
B2x8
WITH 1/2" FLITCH
w/(6)10d NAILS& (14)"' 22"
4 4
H2x1O
M ETA20 w/(7) 1 Od x 11" NAI LS
2
FRAME TO CMU
1450
1450
ON MASONRY: (1) SIMP. MSTAM24
(2)META16 OR (2)META20
#2 SYP W-21" FLITCH PLATE
TOPOST: SIMP.HTS20ORLSTA118
12)2x12
(1)ply TRUSS (10)10d x 1-1" NAILS
2
FRAME TO CMU
(1)ply 1985
(1)ply 1985
B2x1O
(2)ply TRUSS (12) 16d x 1-1"NAILS
2
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l 0) 1 Od
(2)ply 1900
(2)ply 1900
NAILS & (1 8)-i"x2 3" TAPCONS
4
H 1 OA w/(l 8)1 Od x 1 -1" NAI LS OR
2
H10A 1015
H 1 OA 1340
3]
(2)ply TRUSS H 1 OA -2 w/(l 8) 10d x 1 -!"NAILS
2
FRAME TO FRAME
H 1 OA -2 1070
H 1 OA -2 1245
H5.5xl 1.25
HTS20 w/(24)1 Od x 1 -1" NAILS
2
(10) 1 Od NAILS
B2x12
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l O)l Od
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
1245
1450
PLATE BETWEEN PLIES
(2)HTS20 w/(24)10d x 1-1" NAILS
2
HEADER SUPPORT # JACKS/KINGS
REQ'D. @ OPENING
TOPOST: SIMP.HTS20ORLSTA18
El
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
2490
2900
F 61
H2.5A w/(l O)8d
FRAME TO FRAME
535
600
2
MTS 12 w/(l 4)1 Old x 1 -1" NAI LS
2
10'-0" TO 12'-0"
3
ON MASONRY: (2) SIMP. MSTAM24
El
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
860
1000
Ifl
MGT w/(22)10d �'EPDXY ANCHOR w/SIMP. SET EPDXY MIN.
8
FRAME TO CMU
3140
3140
(2)1.75"xl 1.875" LVL
7" EMBEDMENT
NAILS & (I 8)-i"x22" TAPCONS
4 4
HTT4 w/(18)16d x 2-1" NAILS & �" EPDXY ANCHOR WSIMP.
2 8
FRAME TO CMU
3640
4235
TO POST: SIMP. HTS20 OR LSTA18
SET EPDXY MIN. 7" EMBEDMENT
TOBEAM: SIMP,HUC410w/(18)16d&
Fol
HGT-2 w/(16)10d NAILS WZ8" EPDXY ANCHOR w/SIMP. SET
FRAME TO CMU
6280
6280
EPDXY MIN. 5" EMBEDMENT
NAILS & (18)1"x23" TAPCONS
4 4
H
HTSM 16 w/(8)1 Od NAILS & (4) 1"x 2-1" TAPCONS
4 4
FRAME TO CMU
1020
1175
EflLSTA1
8 w/(l 4)1 Od NAILS
HEADER TO STUDS
1110
1235
F13]
(2)LSTA18 w/(14)10d NAILS
HEADER TO STUDS
2220
2470
HLSTA18
w/(14)10d NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
833plf
928plf
EflLSTA24
w/(l 8)1 Od NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
1235
1235
F16]
MSTC28 w/(36)16d SINKERS CENTERED
STUDS TO BEAM/GT
2980
3455
F 171
MSTC40 w/ (52) 16d SINKERS CENTERED
STUDS TO BEAM/GT
4305
4745
Fl -81
LTT20B w/(l 0) 1 Od NAILS & E" EPDXY ANCHOR w/SIMP. SET
8
COLUMN TO FTG. OR
1290
1300
6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS
EPDXY MIN. 7" EMBED.
CMU
HTT4 w/(18) 16d x 2�1" NAILS w/t8" EPDXY ANCHOR w/SIMP.
Fl -91
SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE
COLUMN TO FTG.
3640
4235
(1*)#1Ox11"SD SCREWS INSTEAD OF NAILS
2
F-
20]
(3)HTS20 w/(24)10d X 1-1" NAILS
2
FRAME TO FRAME
3735
4350
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4"
FRAME TO CMU
2420
2800
TAPCONS
22]
F
SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS
IRDER TO COL./ BEAM
9100
4095
23]
F
HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON
FRAME TO CMU
GRAVITY:5085
GRAVITY:5085
TITENS & (10) 10d NAILS
UPLIFT:1810
UPLIFT:1810
F24]
HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS
FRAME TO FRAME
1335
1550
W/(6)16d NAILS
F25]
HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO
FRAME TO FRAME
GRAVITY:2125
GRAVITY:2125
COLUMN
UPLIFT:3290
UPLIFT:3290
LTT20Bw/(10) 1 Od NAILS& �' EPDXY ANCHOR w/SIMP. SET
8
FRAME TO CMU
1290
1300
EPDXY MIN. 7" EMBED.
I
I
I
STANDARD CONNECTOR NOTES
1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP, META16, U.N.O. ON PLAN.
AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS
SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @
24"o.c. OR 32"o.c.)
CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"O.C.
MAX. AND (2) AT EACH CORNER.
2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H1OA-2
FOR 2 -PLY U.N.O. ON PLAN
3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2,5A CONNECTOR.
IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS.
� 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRIG. WALLS USING (3)12d TOENAILS,
5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN.
6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16
STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS.
IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW.
STANDARD HEADER NOTES
1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER
LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R.
2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING
DTL. WFO8/SD4.
3. NAIL #2 SYP HEADER PLIES TOGETHER USING:
(2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS.
(3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2XIO AND 2X12 HEADERS.
NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY.
CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER
4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE.
5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO
HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS.
6, IF HEADER IS NOT SPECIFIED CONTACT E.O.R.
7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
8. SEE DTL. WF09/SD3 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND
FLOOR NOTES FOR MORE INFO.
IBEAM SCHEDULE
TAG
BEAM SIZE
CONNECTIONS
H2x6
(2)2x6 #2 SYP w/�"' FLITCH PLATE
TO POST: SIMP. HTS20 OR MSTA18
TOBEAM: SIMP. HUC48w/(14)16d &(6)-10d NAILS
H2x8
(2)2x8 #2 SYP
TO MASONRY: SIMP. HU48 OR HUC48
B2x8
WITH 1/2" FLITCH
w/(6)10d NAILS& (14)"' 22"
4 4
H2x1O
PLATE
TAPCONS
ON MASONRY: (1) SIMP. MSTAM24
H2x12
#2 SYP W-21" FLITCH PLATE
TOPOST: SIMP.HTS20ORLSTA118
12)2x12
TOBEAM: SIMP.HUC410w/(18)16d&
H3.5x6.5
(2)2xl 0 #2 SYP
(10) 10d NAILS
B2x1O
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l 0) 1 Od
H3.5x7.25
PLATE
NAILS & (1 8)-i"x2 3" TAPCONS
4
ON MASONRY: (1) SIMP. MSTAM24
H3.5x9.25
(2)1.75"x9.25" LVL
TOPOST: SIMP.HTS20ORLSTA18
TOBEAM: SIMP.HUC410w/(18)16d&
H5.5xl 1.25
(2)2xl 2 #2 SYP
(10) 1 Od NAILS
B2x12
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l O)l Od
H3x12
PLATE
NAILS & (11 8)!"x22" TAPCONS
4 4
PLATE BETWEEN PLIES
ON MASONRY: (2) SIMP. MSTAM24
HEADER SUPPORT # JACKS/KINGS
REQ'D. @ OPENING
TOPOST: SIMP.HTS20ORLSTA18
SEE PLAN FOR WALL WIDTH
TOBEAM: SIMP.HUC410w/(18)16d&
V-0" TO T- 11 "
1
(10) 10d NAILS
B3.5xl 1.25
(2)1.75"X1 1.25" LVL
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l O)l Od
8'-0" TO 9'- 11 "
2
NAILS & (11 8)-1"x2l" TAPCONS
4 4
10'-0" TO 12'-0"
3
ON MASONRY: (2) SIMP. MSTAM24
TOPOST: SIMP.HTS20ORLSTA18
TOBEAM: SIMP.HUC410w/(18)16d&
(10) 10d NAILS
B3.5xl 1.875
(2)1.75"xl 1.875" LVL
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(1 O)l Od
NAILS & (I 8)-i"x22" TAPCONS
4 4
ON MASONRY: (2) SIMP. MSTAM24
TO POST: SIMP. HTS20 OR LSTA18
TOBEAM: SIMP,HUC410w/(18)16d&
(10) 10d NAILS
B3.5x16
(2) 1.75"x 16" LVL
TO MASONRY: SIMP. HU410 OR HUC410w/(10)10d
NAILS & (18)1"x23" TAPCONS
4 4
ON MASONRY: (2) SIMP. MSTAM24
TOPOST: (2)SIMP.HTS20ORLSTA18
ON MASONRY: (2) SIMP. MSTAM24
B5.25x16
(3) 1.75"xl 6" LVL
" U.N.O.FASTEN LVIL PLIES TOGETHER USING (3) ROWS
OF 1/4" X 3 1/2" SIDS SCREWS @ 24" O.C. EACH SIDE
TOPOST: (2)SIMP.HTS20ORLSTA18
ON MASONRY: (2) SIMP. MSTAM24
B3.5x2O
(2) 1.75"x2O" LVL
U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS
OF 1/4" X 3 1/2" SIDS SCREWS @ 24" O.C. EACH SIDE
STANDARD BEAM NOTES
1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C.
(TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM
2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d
NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM
3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG, EA. END)
4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS.
5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN
APPROVAL FROM THE E.O.R.
6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS
HEADER SCHEDULE
TAG
HEADER
FASTENERS
H2x6
(2)2x6 #2 SYP w/�"' FLITCH PLATE
ATTACH KING STUD TO HEADER w/(6)
16d NAILS
H2x8
(2)2x8 #2 SYP W-21" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(8)
NOTES
16d NAILS
H2x1O
(2)2xl 0 #2 SYP w/21" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H2x12
#2 SYP W-21" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(10)
12)2x12
16d NAILS
H3.5x6.5
(2)1.75"x5.5" LVL
ATTACH KING STUD TO HEADER w/(6)
!CA
16d NAILS
H3.5x7.25
(2)1.75"x7.25" LVL
ATTACH KING STUD TO HEADER W(8)
16d NAILS
H3.5x9.25
(2)1.75"x9.25" LVL
ATTACH KING STUD TO HEADER w/(l 0)
16d NAILS
H5.5xl 1.25
(3)1.75"xl 1.25" LVL
ATTACH KING STUD TO HEADER w/(12)
16d NAILS
H3x12
(3) 2xl 2 #2 SYP W/ 12" FLITCH
ATTACH KING STUD TO HEADER w/(l 0)
PLATE BETWEEN PLIES
16d NAILS
HEADER SUPPORT # JACKS/KINGS
REQ'D. @ OPENING
OPENING SIZE
SEE PLAN FOR WALL WIDTH
JACKS @ EA. END KINGS @ EA. END
V-0" TO T- 11 "
1
1
4'-0" TO 7'- 11 "
2
2
8'-0" TO 9'- 11 "
2
3
10'-0" TO 12'-0"
3
4
ROOF NOTES:
LL1
1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN.
2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND r)
ELEVATIONS FOR BEARING HEIGHTS.
3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED.
CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED.
4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS
AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/
SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS
BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2)
12d TOENAILS. z
5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE 0
CONTINUOUS FROM FLOOR TO CEILING. I-_
6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING 12L.
ADDITIONAL LOADS: IX
A) ALL CEILING HUNG SOFFITS AND SOFFITS C)
WITH CABINETS AS SHOWN ON PLANS. W
B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. W
7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS
OF ALL HARDWARE BEFORE INSTALLATION.
8. GIC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT
EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS
DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO.
9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER.
THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY LLI
TRUSSES ry
10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS
ABOVE THE GARAGE.
11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN
_LU
Cr
PROVIDED BY A TRUSS COMPANY TO USE FOR THE,DESIGN OF THIS PROJECT.
OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO 00
CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP U. 6
:C0 .0 Z
DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW OZ ,
GUJ <
AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE LU : 0
00 0
PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS LU <
C> > z
SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR C > %
0, z
(Al ol
TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS
0
NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF _j
CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS M_ U_
LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD.
12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE
ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND
BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE
ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED 0
AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS.
CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER 4�
THE CONTRACTOR OR A/C SUPPLIER. SEE TBO1/SD2 FOR MORE INFORMATION. ol, It
BUILDER NOTE:
0
IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE 0 z
I = U C: 0
TRUSS MANUFACTURERS LAYOUT .2
z
--- STOP---- 11111
AND CALL THE ENGINEER OF RECORD PRIOR TO
U
PLACEMENT OF ANY TRUSSES Z C5
NAILING SCHEDULE: 0
ROOFS:
ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE)
FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" C6
O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND
6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR
TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF
SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE 0 z
SPACED NO MORE THAN 24" O.C, 17- 0
rn CO � a I
GABLE ENDS: W
ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. 0
AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER W 06
EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. z 0 0
z z z
EXTERIOR WALLS: 0 Uj _j
SEE WF1O/SD4 FOR MORE INFO. CD
NAILS: 0 z
W 0
NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 06
ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK,
HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE t; Uj z
EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY 0
TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, Uj
STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL
BE IN ACCORDANCE WITH ASTM A 153. 0
LU
APA SHEATHING NOTE: L11j
24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED z
PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END
WITH (3) 10d TOENAILS.
FLOOR FRAMING NOTES
Uri I
GENERAL NOTES
1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. z
1 0
2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. Iq
3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF V_
LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR F_
TRUSS DESIGN. z;z 0
ow
Uj
NAILING SCHEDULE
W) 0
FLOOR SHEATHING TO BE 3" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION 0 00 0
4
PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). w
04 w
NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL W .. M
SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE _j Z
EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12�' IN FIELD. 0 LLJ LL
b -j Q
W >_ 0
) < 0
NOTES: 0 1--
ry
1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL
MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT.
2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE
MANUFACTURER. STRUCTURALENG: CFG BAD
3. G.C./BUILDER SEE ARCHITECTU I RAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND _bAA_�TING:
ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH -STRUCT: TVV
DIMENSIONS NOT SHOWN HERE. . .....
QC CHECK: MRB
1/4"= 1 1-011
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC is strictly prohibited.
JOB No.
TM - 2170448
SCALE:
AS INDICATED
DATE:
03/27/2017
NOTES
& CONNECTOR
LEGEND-
!CA
1
1/4"= 1 1-011
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC is strictly prohibited.
STANDARD 2ND FLOOR FRAMING
NOTES: W
1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR
WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE.
2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR
TO FOLLOW THE DETAILS INDICATED BELOW'
OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS
SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR
SHEATHING IS NOT CONTINUOUS)
OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS
SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z
SHEATHING IS NOT CONTINUOUS) 0
3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O.
IL
W
EXTERIOR FRAME WALL
1 1 SCHEDULE, (TAYLOR MORRISON)
WALLS WITH PLASTER OR STUCCO FINISHES
WALL HEIGHT STUD & SPECIES SPACING SPACING
INTERIOR ZONE END ZONE
8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX LL1
91-0.1 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX
914" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 1= W M
101 16" O.C. MAX 12" O.C. MAX �00
-011 2x4 SPF #1/#2 Ui 00
0 6
z
EXTERIOR FRAME WALL NOTES CD a
0: Z
0 0
z _j
0- LU
1 . 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED z
TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR
0
REQUIRED STUD SPACING. _j
2. SEE DETAIL WF1 O/SD4 FOR REQUIRED WALL SHEATHING THICKNESS ca U_
& NAILING PATTERN.
2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE
NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF
so F 4 SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN
SD5 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR 0
00 0') 0 U') 0 0') 00 REVIEW OF EXTERIOR STUDS
0 0 — 0 0 ER, STUDS ARE TO BE
01? /,elm 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARG CY)
MIN. SPF #1/#2 @ 16" O.C. U.N.C. ON FRAMING PLANS
H2X12 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY.
5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO U C)
J08 J16 FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. 6
0 z
U C 0
C) C) .0
> >
STRAPS J17 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B z L)
J09 CD
REQ'D X_ iE
04 a)
E U A 11�1�11�11111�1 " 0
so <
SD5 ilo J18 z
z 0
ill J19
STRAPS X -ill
REQ'D
so ill
SD5
0/
ill ilo
F z
00 M C) Lo
00 n ill J09
J12
I V02 06
J08 I F -L
V02 z
C)
J13
J09 A
U)
(0 tit__ z
X 0
ilo LL 0
z; W
_j LL z
0
W
ilo ilo
X
X
Jog r= J09
H2X6 J08
J08 H X6
F-1
7� r77�7 7�71��
Co 0) co 00 co 00 M 0 N co co M M co (n M co CD M Co
a C) CD C) CD CD C) — C) 0
n n 01? z
so 0
A so B 4
B 4 SD5
SD5
Z Z 0
0
Uj
J08
STR PS Jog
REQ
C;D_�',
Jlo
rn
z
L
77
<
Lr) 0
LO
_j 0 Z
W W
b -j a 0
L.0 0
10
STRUCTURAL ENG: CFG BAD
-STRUCT: TW
!A QC CHECK: MRB
JOB No. TM - 2170448
SCALE: AS INDICATED
ROOF FRAMING PLAN DATE: 03/27/2017
NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4'1= 1 1-011 S4.2
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
CONTRACTOR TO VERIFY
THE GROUT IS LEVEL
WITH TOP OF BLOCK FOR
PROPER TRUSS/ FLOOR
SYSTEM BEARING (MIN 3")
z
Lij
r
(D
W
r
z
0
W
A
4
7-0 410 104 1 'j" 10140 / 10/_0 0400 1 /-DU/- vouu 1 0
PRECAST LINTEL LOAD TABLE
GENERAL CONCRETE LINTEL SCHEDULE
LENGTH
CORNERS
PRECAST "U"
METAL LATH OR WIRE SCREEN
LAP SPLICE
LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING
APPROVED LINTEL MANUFACTURERS:
-SHEAR WALL AT OPENING
LIJ
11.
.
ZBOTTOM
-A W
2� W
ADEQUATE FOR THE LOADS.
W
17/8
41/4
7
15
4
FAT
PROVIDE
LINTEL W/ 3000
OVER COURSES NOT REQ'D
#4
41
. .
APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE
CASTE -CRETE, QUALITY, AND LOTTS
6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS
3
55/8
121/2
24
#5
31/8
7
113/4
25
33/4
9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489
STANDARD #5
psi CONC. PER
TO BE FILLED. (SHEET METAL
33/4
81/16
1
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
HOOK BAR. LAP
LINTEL PLAN. IF
& PAPER FELT PROHIBITED)
STANDARD LINTELS
STANDARD LINTEL NOTES
101-81, 277 492/352 1254/1132 2193/1537 3552/2003
OTHER BARS INTO
CORNER AS REQ'D
REBAR IS
INDICAT�OE5DTIN
TYPICAL TRUSS ANCHOR PER PLAN
PROVIDE SCREEN WHEN BLOCK BELOW
CLEAROPENING 8"UNFILLED 8F8-1B/8F8-0B8F16-1B/8F16-0B 8F24 -113/8F24-013 BF32-113/8F32-013
11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003
ROUGH OPENING PER PLAN
'd
7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL
SUPPLIER SPECS. MCD IS NOT RESPONSIB
1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.
LINTEL, i BE
0
HOOKPER
IS NOT REQUIRED TO BE FILLED
V-61 6113/6113 8974/8974 10000/1000
2231 3069/3069
2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT, THRUOUT INCLUDIN G ABV. MASONRY OPENINGS. U.N.O.
STD. 90 DEGREE ANGLE 3000 psi
4
12'-8" 0 369/261 1002/984 1697/1361 2630/1738
1
HOOKED INTO
MD08
STANDARD 90 DEGREE HOOK
_311
2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 10000
1 328/0 1234/0 1779/0 2662/0
13 4" 0
SIDE VERTICALS
21-811 1343- 2693/2561 6113/3820 8974/5961 10000 8107 —
3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN.
jA
%
Al' 4,
3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224
8" BEARING EA. END
4 �Aj 4: 4
TYP. BOND BEAM 8" x 8" x 16" K.O. 1006 1663/1349 5365/1999 7342/3123 10000/4249
4 Uj T-411 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN
4 'i— WL_ VVd— A -I". LINTEL BLOCK FILL w/ 3000 psi CONC. w/ 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249
co
JA
� 4 . . '.' 4 . '. . 4 A t1% 44r, MIA DC:MAD INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT
LL 4'-6" 710 1423/1105 4360/1631 6036/2549 EOR FOR APPROVAL.
0 — ENGINEERING LETTER. IF A -SMALLER LINTEL IS INSTALLED CONTACT
LL 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 0
z
< 6'-2" 488 991/991 2661/2143 5681 /2698 6472/3685 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD
i I .. 13^11 K1\.' I [KI-r=l 1--DCATCO TUAKI 11011 WAQ A r_Pr-AT1=P CAPACITY AND THEREFORE IS
4* 4 4
4
7-0 410 104 1 'j" 10140 / 10/_0 0400 1 /-DU/- vouu 1 0
1 11,J1140. /1%
BEND 0
LENGTH
LAP SPLICE
BEND 0
4A "A
LAP SPLICE
"All
A
-SHEAR WALL AT OPENING
8'-0" 354 726/699 1843/1625 3486/2255 6205/2885
11.
.
ZBOTTOM
-A W
2� W
ADEQUATE FOR THE LOADS.
W
17/8
41/4
7
15
4
41/4
4
LL 4'-6" 710 1423/1105 4360/1631 6036/2549 EOR FOR APPROVAL.
0 — ENGINEERING LETTER. IF A -SMALLER LINTEL IS INSTALLED CONTACT
LL 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 0
z
< 6'-2" 488 991/991 2661/2143 5681 /2698 6472/3685 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD
i I .. 13^11 K1\.' I [KI-r=l 1--DCATCO TUAKI 11011 WAQ A r_Pr-AT1=P CAPACITY AND THEREFORE IS
4* 4 4
. &� 0-
7-0 410 104 1 'j" 10140 / 10/_0 0400 1 /-DU/- vouu 1 0
1 11,J1140. /1%
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
"All
NON
-SHEAR WALL AT OPENING
8'-0" 354 726/699 1843/1625 3486/2255 6205/2885
11.
.
ZBOTTOM
-A W
2� W
ADEQUATE FOR THE LOADS.
W
17/8
41/4
7
15
4
41/4
4
14
#4
41
. .
STEEL IN LINTEL IF
..111:4 W
W
U)
2 U)
6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS
3
55/8
121/2
24
#5
31/8
7
113/4
25
33/4
9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489
151/2
INDICATE - SHOULD HOOK INTO
A"
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
VERTICAL CELLS PER MD08
WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ 'D.
101-81, 277 492/352 1254/1132 2193/1537 3552/2003
11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003
ROUGH OPENING PER PLAN
'd
7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL
SUPPLIER SPECS. MCD IS NOT RESPONSIB
12'-0" 239 418/297 1076/1045
STD. 90 DEGREE ANGLE 3000 psi
4
12'-8" 0 369/261 1002/984 1697/1361 2630/1738
1
CONIC. w/ (1) #5 DIA. REBAR
_311
1 328/0 1234/0 1779/0 2662/0
13 4" 0
Z415U I U
8" x 8" x 16" CMU U.N.O. 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS
INDICATES FILLED CELL FROM FTG. TO TIE 18'-0" 0 211/0 750/0 1177/0 1676/0
BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 18'-8" 598/0 11400 / U 1. fc PRECAST LINTELS = 3500 PSI.
-0" 598/0 1024/0 1441/0 2. f c PRESTRESSED LINTELS = 6000 psi.
MD08 FOR LAP INFO. 20' 0 180/0
20'-8" 0 145/0 550/0 981 /0 1376/0
4 3. GROUTED PER ASTM C476 f g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11 " SLUMP. um
PROVIDE CLEAN OUT OPENING @ GROUT 22'-811 0 110/0 450/0 824/0 1147/0
FILLED CELL AND REBAR (TYP). MORTAR 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE 4=
JOINTS SHOULD NOT BE CUT RECESSED LINTELS -FILLED STRENGTH = 1900 PSI. Ct Uj 0)
1CL_ C� CO
CLEAR OPENING 8R6-lB/8R6-OB 8R14-1B/8R14-0B 8R22-1 B/8R22-OB V
1AQA I ICZQA 170r, / 1')An rAQ0 / RA91 5. REBAR PER ASTM A615
GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE
SEE FOUNDATION FOR FOOTING 4 le LLi 0o
2'4' 1425/1425 3343/3280 4933/4933 6.270 LOWRELAXATION. 7/32WIRE PERASTMA510. V 6
3'-0" 1230 /1230 2769/2769 4085/4085 -J z
0,
3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE 1 -4 *z , <
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4'-4" 846/833 2121/1716 3127/2839 jj :
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7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ 0
415/235 8RF6-1B/1T BOTTOM OF LINTEL CAVITY
oe
8'-4" 1152/1152 1694/1552 (D *t
8F16-1B/1T /1111111111"10
TYPICAL MASONRY CONSTRUCTION 8F8-1 B/1 T QUANTITY OF #5 REBAR AT TOP
SCALE: 3/4" V-0" 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER
2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8RF14-1B/1T NOMINAL HEIGHT U
8F16-1B/1T NOMINAL WIDTH 0
TYPE DESIGNATION 4-4
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8RF14-0B/1T 0
8F16-0B/1T 1-1/2" CLEAR U
0
8F20-1 B/1 T —4 z
D Uj — U 0
#5 REBAR AT TOP MIN. (1) REQ'D I
x .0
8F20-OB/IT L) _j
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8RF22-1B/1T �O GROUT
0 LO 0
z #5 REBAR AT BOTTOM OF LINTEL U
81724-1 B/1 T
(D CAVITY
16, BOTTOM REINFORCING PROVIDED 0
ARF92-013/1T 11 1
CL I . ri
SEE PLAN FOR TOP OF WALL AND LINTEL INFO 7-6/8" ACTUAL IN LINTEL (VARIES)
M -013/1 T
8F
24
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8F32-1B/1T 1-1/2" CLEAR
V(D
8RF30-0B/1T
LU
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8F32 -0B/1T 0
C.M.U.
'__��FRAMIE INFILLAROU0D z
D z
7'-8" 6'-4" W
.0
8F38 -1 B/1 T
WINDOW BY BUILDER SEE DOWEL PLAN FOR
LO 0
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SEE WF01/SD1 FOR 8F12 -I B/1T
MIN. (1) IS REQ'D ON 06 � � 01
MORE INFO <
0
EITHER SIDE U.N.O. BOTTOM REINFORCING PROVIDED
8F40 -0B/1T z
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J.. F
8F8 -0B/1T 8" NOMINAL WIDTH _j
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9 UNFILLED z
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(2) 2X8 SYP#2 P.T. HEADER MIN. 28"
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17rr� TURNED SIDEWAYS.
9 tn
ATTACH TO MASONRY SAFE LOAD TABLE NOTES
(0
WALL W/ SIMPSON HU28-2
Ij
z
Lu
H liv—
DOOR OR WINDOW OPENING ANGER a, EA. END. W/ 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED z
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(14) 1/4" x 2-3/4" TAPCONS
-rn hAAQnK10V 32. /CZ\ IrIA
RECESSED LINTELS BASED ON 4" NOMINAL BEARING.
NAILS TO HEADER 2. 0 = NOT RATED.
Iv 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W
4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR LU
r
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING
ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL.
O� CD
GRADE40
GRADE60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
"All
NON
-SHEAR WALL AT OPENING
111)"
"f TYPI,-AL
SHEAR WALL
SEGMENT
I'D"
#3
17/8
41/4
7
15
4
41/4
4
14
#4
21/2
55/8
91/2
20
3
55/8
121/2
24
#5
31/8
Z415U I U
8" x 8" x 16" CMU U.N.O. 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS
INDICATES FILLED CELL FROM FTG. TO TIE 18'-0" 0 211/0 750/0 1177/0 1676/0
BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 18'-8" 598/0 11400 / U 1. fc PRECAST LINTELS = 3500 PSI.
-0" 598/0 1024/0 1441/0 2. f c PRESTRESSED LINTELS = 6000 psi.
MD08 FOR LAP INFO. 20' 0 180/0
20'-8" 0 145/0 550/0 981 /0 1376/0
4 3. GROUTED PER ASTM C476 f g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11 " SLUMP. um
PROVIDE CLEAN OUT OPENING @ GROUT 22'-811 0 110/0 450/0 824/0 1147/0
FILLED CELL AND REBAR (TYP). MORTAR 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE 4=
JOINTS SHOULD NOT BE CUT RECESSED LINTELS -FILLED STRENGTH = 1900 PSI. Ct Uj 0)
1CL_ C� CO
CLEAR OPENING 8R6-lB/8R6-OB 8R14-1B/8R14-0B 8R22-1 B/8R22-OB V
1AQA I ICZQA 170r, / 1')An rAQ0 / RA91 5. REBAR PER ASTM A615
GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE
SEE FOUNDATION FOR FOOTING 4 le LLi 0o
2'4' 1425/1425 3343/3280 4933/4933 6.270 LOWRELAXATION. 7/32WIRE PERASTMA510. V 6
3'-0" 1230 /1230 2769/2769 4085/4085 -J z
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8'-4" 1152/1152 1694/1552 (D *t
8F16-1B/1T /1111111111"10
TYPICAL MASONRY CONSTRUCTION 8F8-1 B/1 T QUANTITY OF #5 REBAR AT TOP
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2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8RF14-1B/1T NOMINAL HEIGHT U
8F16-1B/1T NOMINAL WIDTH 0
TYPE DESIGNATION 4-4
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8RF14-0B/1T 0
8F16-0B/1T 1-1/2" CLEAR U
0
8F20-1 B/1 T —4 z
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8F20-OB/IT L) _j
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8RF22-1B/1T �O GROUT
0 LO 0
z #5 REBAR AT BOTTOM OF LINTEL U
81724-1 B/1 T
(D CAVITY
16, BOTTOM REINFORCING PROVIDED 0
ARF92-013/1T 11 1
CL I . ri
SEE PLAN FOR TOP OF WALL AND LINTEL INFO 7-6/8" ACTUAL IN LINTEL (VARIES)
M -013/1 T
8F
24
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V(D
8RF30-0B/1T
LU
TRANSOM OPENING
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8F32 -0B/1T 0
C.M.U.
'__��FRAMIE INFILLAROU0D z
D z
7'-8" 6'-4" W
.0
8F38 -1 B/1 T
WINDOW BY BUILDER SEE DOWEL PLAN FOR
LO 0
z
FILLED CELL INFO. '6 z
SEE WF01/SD1 FOR 8F12 -I B/1T
MIN. (1) IS REQ'D ON 06 � � 01
MORE INFO <
0
EITHER SIDE U.N.O. BOTTOM REINFORCING PROVIDED
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J.. F
8F8 -0B/1T 8" NOMINAL WIDTH _j
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9 tn
ATTACH TO MASONRY SAFE LOAD TABLE NOTES
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WALL W/ SIMPSON HU28-2
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z
Lu
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DOOR OR WINDOW OPENING ANGER a, EA. END. W/ 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED z
MAX. OPENING 4 FT LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL 0
(14) 1/4" x 2-3/4" TAPCONS
-rn hAAQnK10V 32. /CZ\ IrIA
RECESSED LINTELS BASED ON 4" NOMINAL BEARING.
NAILS TO HEADER 2. 0 = NOT RATED.
Iv 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W
4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR LU
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5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING
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SCALE: 3/4" = V-0" 7. THE DESIGNER MAY EVALUATE CONCEN I KA I t:U LU/AUO r KUM I rlt:: t: LUMU I ABLES B Y
(D CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF
SUPPORT.
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
GRADE40
GRADE60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
"All
NON
-SHEAR WALL AT OPENING
111)"
"f TYPI,-AL
SHEAR WALL
SEGMENT
I'D"
#3
17/8
41/4
7
15
21/4
41/4
91/4
14
#4
LINTEL W/ TRANSOM DETAIL zo 6. ONE #7 REBAR MAY BE SUBS I I I U I ED FOR I "v IF5 mr-Umma 11-4 0 LIN I r -LO UNL T � 51
SCALE: 3/4" = V-0" 7. THE DESIGNER MAY EVALUATE CONCEN I KA I t:U LU/AUO r KUM I rlt:: t: LUMU I ABLES B Y
(D CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF
SUPPORT.
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
GRADE40
GRADE60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
"All
"B"
VIC.,
111)"
"A"
"B"
"C'.
I'D"
#3
17/8
41/4
7
15
21/4
41/4
91/4
18
#4
21/2
55/8
91/2
20
3
55/8
121/2
24
#5
31/8
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
I
4 A.
LAP SPLICE
J�- 81' T-2" 7'-0" 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.
9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.
z
0(y)
"it
IIV_
o
z Z 0
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0 W -
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0000
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—'A LIN I ML rL/-kN
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SCALE: 3/4" = V-0" 1/8"=11-011 S5
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
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CONC. SLAB PER —
FOUNDATION PLAN
PVC SLEEVE MIN. -
DIAMETER TO BE 2
PIPE SIZES LARGER
THAN THE
PENETRATING PIPE
3/4"=V-01' 1j/'q =1 _U I —U 0)
TOP (2) #5 x 4'-0"
PVC OR SCH40 SLEEVE
CENTERED AT PI Z 0
PENE�RATION _j
+ - , `� . \ 0
S2 LU
4- 4
8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE
LO 0
FINISH PER ELEV. CENTERED AT PIPE 0 00 0
8" C M U. FINISH PER PENETRATION to w
C4
FINISH FLOOR ELEV. 100
FINISH FLOOR Z FITr 0 J
z
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PENETRATING
P al 0
:GRADE IPE PENETRATING PIPE LU 0
SEE FDN.
.4,
.4,
PLAN FOR 0
A
4 44 <
4�
jj SIZE &, REINF
LOOP TIE (TYP.)
4
PIPE PERPENDICULAR TO FND
�s A .. TOP (2) #5 x 4'4' STRUCTURALENG: CFG BAD
FOOTING PER PLAN = z
LO CENTERED AT PI PVC OR SCH40 SLEEVE DRAFTING:
PENETRATION
101
CLEAN COMPACTED FOOTING PER PLAN -Ili- -STRUCT: TW
FILL @ 95% STANDARD -SE FDN PLAN
QC CHECK: MRB
TT
(SIDE VIEW) DENSITY F R SIZE
& REINF.
PVC SLEEVE
(FRONT VIEW) JOB No. TM - 2170448
SCALE: AS INDICATED
PIPE VERTICAL THRU FDN DATE: 03/27/2017
41
NOT USED
TYPICAL FOUNDATION PENETRATIONS I r C r*l 01
3/4"=11-0" PIPE PARALLEL TO FND
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC is strictly prohibited.
PROVIDE STANDARD
A U) HOOK
LU
Fy
lj' ... , I t . . . I .
(1) #5 IN TIE BEAM
L 11,
(1) #5 BAR IN PRECAST
LINTEL
(2) #5's VERTICAL IN
4
GROUT FILLED CELL
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ENTIRE COLUMN TO
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BE GROUT FILLED
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GROUT FILLED CELL (IF U) 2 cE
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REQ -D PER PLAN) 00 (5
0 Uj
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NOTE: SEE MD08 ON 0
LINTEL PLAN FOR
ADDIT'L REBAR INFO
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" OSE3 W/ (2) 8d
NAILS
7/16" OSB EA. SIDE, W/
6d NAILS @ 16" O.C. TO
SIDE & TOP NAILER
2x BUCK PER MD04
THIS SHEET
1/2"=1
NOTE: CUT BACK 2x8
P.T. @ TOP TO ALLOW
CONT. 2x4 BLOCKING
AROUND CURVE. MIN.
2 TAPCON ANCHORS
PER 2x8
ARCH WINDOW FRAMING DETAILS
PRE-ENGINEEF
TRUSSES PER
24" 0. C. MAX.
TYP. TRUSS T(
CONNECTION I
CONNECTION I
EXT. SHEATHII`
ATTACHED PE�
NAILING SCHEI
FROM TOP OF
KNEEWALL TO
OR SP2 CLIPS
AND SP1 CLIP'
BASE ARE REC'
2x BLOCKING
MIN 2x4 STUDIc
O/C
2x P.T. PLATE
1/2" x 8" A.B. Of
HID @ 32" O.C.
FROM EA. END
ON BASE PLAI
TOP KNOCK 01
COURSE W/ (11'
CONT.
3/4"=11_011
OF OPENING
OF OPENING
GARAGE BUCK DETAIL
2x6x12 P.T. CENTER
BUCK SEE PLAN FOI
3/8" DIA. ANCHOR FRAMING INF(
CENTERED
BLOCKING PE
WALL SCHEDI
GARAGE WALL
BEYOND
2x6 P.T. BUCK EACH
MIN. 2x4 SPF #2 KNEE
SIDE OF OPENING
WALL WITH STUDS @
(5) 3/8" DIA. J -BOLT W/
16" O.C. W/
5-1/2" EMBED. AT EA.
THREADED R(
DOOR BRACKET, EA.
PLANS. MIN. 6
SIDE OF DOOR.
END OF BRG.
PROVIDE 1-1/2" x 3/16"
MASONRY WA
THICK WASHER W/ EA.
BEAM. ATTACHED PER
ANCHOR. (1 st BOLT TO
NAILING SCHEDULE
BE 8" MAX. ABV. CURB,
BASE PLATE
REST EQ.SPACED
CONNECTION
–24" O.C.)
WALL SCHEDI
1/2"=1
LINTEL (SEE PLAN)
7/16" O.S.B. EA. SIDE
2x BLK'G. TO O.S.B.
ARCH PER ELEV (2) - 8d EACH END
END VIEW w/ CMU
HEADER (SEE PLA�
1
-------- 7/16" O.S.B. EA. SIDI
ARCH PER ELEV 2x BLK'G. TO O.S.B.
(2) - 8d EACH END
END VIEW w/ WOOD
KNEEWALL ABOVE MASONRY WALL
BEARING/ SHEARWALL CONNECTION TO CMU
3/4"=1
%E TYPICAL HEADER
'RAMING DETAILS FOR
kDDITONAL
qFORMATION
-iEADER CAN BE
]THER UPSET OR
)OWNSET)
'x W/ (2) 16d TOE NAILS
:ACH END
IF REQ'D, PROVIDE
CLOSURE WALL w/
SINGLE TOP AND BASE
PLATE w/ (2) 16d NAILS
TO TRUSS. STUDS @
24" O.C. & EXT.
SHEATHING INSTALLED
PER NAILING PATTERN
CRICKET AS REQUIRED
MAIN SPAN ROOF
TRUSS
UPLIFT CONNECTOR
(SEE SCHEDULE)
MASONRY WALL PER
PLAN
3) 16d COMMON
JAILS (TYP.)
(2) 2x TOP PLATE W/
(3) 12d END NAILS TO LAST STUD
TYPICAL TIE BEAM w/ 3000 psi
CONC, w/(1) #5 REBAR CONT.
STD HOOK
2x PT STUD OR ALTERNATE Ix 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
CMU WALL PER PLAN I
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
(4) EQ. SPACED I" TITEN HD ANCHORS w/
2
MIN. 1 EMBEDMENT FOR HOLLOW
BLOCK OR 3 1/2" EMBEDMENT FOR SOLID
BLOCK. MAX. 6" FROM TOP AND BOTTOM
OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6"
FROM TOP AND BOTTOM AND 12" O.C.
BETWEEN
PT BASE PLATE
PRE -CAST LINTEL PER
PLAN
ATTACHMENT REQUIREMENTS
# ROWS
SIZE TAPCONS SPACING
2x4 3/16" x 3 1/2" 12" O.C.
--- -----
266 3/16" x 3 1/2" 12" O.C.
X8 3/16" x 3 1/2" 12" O.C.
FASTEN PT 2x BUCK
TO MASONRY NOTES:
1 . 1x OR 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF
WINDOW, FASTEN BUCK TO MASONRY W/ (2) ROW OF 1/4" TAPCONS 6"
z
FROM ENDS AND 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF 0
BUCK. TAPCONS SHALL HAVE AT LEAST I" PENETRATION INTO CMU.
2. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x
BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12"
O.C. @ EA H 0
3. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
U)
OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS LLI
MIN. 2x4 SPF #2 KNEE
MANUFACTURER'S
SPECIFICATIONS.
WALL WITH STUDS @
3/4"=11-011
16" O.C. W/
1x4 SPF CONT.
STRUCTURAL
ILOCKING ATTACH TO
SHEATHING ON BOTH
716" OSB W/ (2) 8d
SIDES FROM TOP OF
JAILS
WALL TO BOTTOM OF
716" OSE3 EACH SIDE,
BEAM. ATTACHED PER
V/ 6d NAILS @ 16" O.C.
NAILING SCHEDULE
'0 SIDE & TOP NAILER
OTHERWISE SP2 CLIPS
AT TOP AND SP1 CLIPS
Ix BUCKS,
AT BASE ARE
REQUIRED
PRE -CAST LINTEL PER
PLAN
ATTACHMENT REQUIREMENTS
# ROWS
SIZE TAPCONS SPACING
2x4 3/16" x 3 1/2" 12" O.C.
--- -----
266 3/16" x 3 1/2" 12" O.C.
X8 3/16" x 3 1/2" 12" O.C.
FASTEN PT 2x BUCK
TO MASONRY NOTES:
1 . 1x OR 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF
WINDOW, FASTEN BUCK TO MASONRY W/ (2) ROW OF 1/4" TAPCONS 6"
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FROM ENDS AND 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF 0
BUCK. TAPCONS SHALL HAVE AT LEAST I" PENETRATION INTO CMU.
2. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x
BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12"
O.C. @ EA H 0
3. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
U)
OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS LLI
KNEEWALL AT UPSET BEAM KNEEWALL OVER MASONRY WALL
KNEEWALL AT DOWNSET BEAM fiFO AFO
NAIL SCAB TO TOP IF A/C IS SUSPENDED
CHORD WITH (4) 10d FROM TOP CHORD (2)
NAILS 2x4 #2 SYP BLOCKING
ADD 2x4 VERTICAL REQ'D @ TOP CHORD.
SCAB IN EACH TRUSS ATTACHMENTS
IF NO WEB IS PRESENT SUPPLIED BY A/C
(3) 10d NAILS TYPICAL COMPANY
AT EACH TRUSS
2x4'X'BRACE ACROSS
LENGTH OF I
SHEARWALL
NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN –
CHORD WITH (3) 10d TOP AND BOTTOM MIN
NAILS (2) BAYS PAST A/C
LOCATION. MIN (3) BAY
2x4 BLOCKING
BETWEEN TRUSSES LAP W/ (2) 16d NAILS
TOENAILED TO TO EACH TRUSS. TYP
DOUBLE TOP PLATE w/ EACH SIDE
1 Od NAILS @ 4" O.C.
STANDARD TRUSS
TRUSS PER PLAN
BOTTOM CHORD
DOUBLE TOP PLATE
FRAMED WALL PER
PLAN
PERP. SHEARWALL CONNECTION TO TRUSS (/T�B01 A/C IN TRUSSES
3/4"=V-0"
I
fiDO� 2x BUCK DETAIL
MANUFACTURER'S
SPECIFICATIONS.
(FASTENING) ARE MET
4. BUILDER SHALL FOLLOW DOORANINDOW MANUFACTURER'S WRITTEN
SPECIFICATIONS.
3/4"=11-011
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STRUCTURAL
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STD. CONNECTOR
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FRAME OUT TO BLOCK
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PRE-ENG.TRUSS PER
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FRAME OUT TO BLOCK
EDGE
M
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LL
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r — — — — — — — — — — ---
2x4 #2 SYP CROSS
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EDGE AS REQ'D
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BRACING (AT 45') W/
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W
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ui
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(3) 12d NAILS TO RAT
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It
LLJ
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1/2" x 8" ANCHOR BOLT
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SEE FRAMING PLAN
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(2) 2x #2 SYP SEE PLAN
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(2) 2x #2 SYP SEE' PLAN
FOR BEAM SIZE (ONLY
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Uj
(2) 2x TOP PLATE
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SEE ELEVATION
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MIN. 2x4 SPF #2 KNEE
MIN. 2x4 SPF #2 KNEE
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OVERHANGINFO
SHEATHING ON BOTH
TOP OF WALL TO
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(2) 2x4 #2 SYP
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BUILDER FRAME
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RE. ELEV.
RADIUS AS REQ'D
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OTHERWISE SP2 CLIPS
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TYP. SINGLE TIE -BEAM
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BUILDER FRAME
MASONRY WALL
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W/ (1) #5 CONT.
RADIUS AS REQ'D
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GROUT SOLID
a
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KNEEWALL AT UPSET BEAM KNEEWALL OVER MASONRY WALL
KNEEWALL AT DOWNSET BEAM fiFO AFO
NAIL SCAB TO TOP IF A/C IS SUSPENDED
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NAILS 2x4 #2 SYP BLOCKING
ADD 2x4 VERTICAL REQ'D @ TOP CHORD.
SCAB IN EACH TRUSS ATTACHMENTS
IF NO WEB IS PRESENT SUPPLIED BY A/C
(3) 10d NAILS TYPICAL COMPANY
AT EACH TRUSS
2x4'X'BRACE ACROSS
LENGTH OF I
SHEARWALL
NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN –
CHORD WITH (3) 10d TOP AND BOTTOM MIN
NAILS (2) BAYS PAST A/C
LOCATION. MIN (3) BAY
2x4 BLOCKING
BETWEEN TRUSSES LAP W/ (2) 16d NAILS
TOENAILED TO TO EACH TRUSS. TYP
DOUBLE TOP PLATE w/ EACH SIDE
1 Od NAILS @ 4" O.C.
STANDARD TRUSS
TRUSS PER PLAN
BOTTOM CHORD
DOUBLE TOP PLATE
FRAMED WALL PER
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PERP. SHEARWALL CONNECTION TO TRUSS (/T�B01 A/C IN TRUSSES
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3/4"=V-0"
3/4"=11-011
ROOF SHEATHING
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SCHEDULE
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SEE V
A
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TOP CHORD VARIES
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M S2
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TRUSS WEBS NOT
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PRE-ENG.TRUSS PER
<
z
r — — — — — — — — — — ---
2x4 #2 SYP CROSS
PLAN, 24" O.C. MAX
0
(_5
1
BRACING (AT 45') W/
ROOFING MATERIAL
W
ui
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(3) 12d NAILS TO RAT
PER ARCHS
It
LLJ
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A/C UNIT AND PAN
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SEE FRAMING PLAN
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_j
z
0
MIN. 24" BY SUPPLIER MIN. 24"
CONDENSATE
FOR CONNECTION
Uj
MAX 48" MAX 48"
DISPOSAL BY A/C
INFO
SEE ELEVATION
SUPPLIER
OIL
TOP OF ASONRY
W
CONNECTION TO BE
— — — — — — —
— — — — . , _I.F,
SEE ARCH PLANS FOR
_r
U)
COMPANY
OVERHANGINFO
(2) 2x4 #2 SYP
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BLOCKING UNDER A/C S=UPPORTS�
BLOCKING W/ SIMPSON
RE. ELEV.
A34 OR LUS24-2 EACH
FOR O*H,
END
TYP. SINGLE TIE -BEAM
14
W/ (1) #5 CONT.
GROUT SOLID
a
3/4"=1'41 3/4"=11_011 z
U) 0
!Lj
2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. W
SP
CS W
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. < 0
CHIMNEY CAP WINDOW PER >
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F TOP OF CHIMNEY MIN. & FRAME _j _j
ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT 0
-0" OF THE GALVANIZED FLASHING < Uj
WITHIN 10'
CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF
EXT. SHEATHING PRECAST CONC. OR
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL 0
TYP. @ ALL WINDOWS 0 00 0
TO TOP CHORDS OF TRUSSES BELOW WHEN NAILING SCHEID. Lo
OTHER STUD TO
<8> BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE C4
A//
BELOW AND CONNECT w/ HTS20 @ 32" O.C.
2x4 FRAMED CRICKET EXT FINISH PER PLAN Z
0 LLJ
2x4 VERTICAL@ 24" W/ GALVANIZED
LL.
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PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW : , I . F4
NAILS TO BOTTOM + 4 W >-
CHORD & (3) 10d NAILS 0
2x PLATES OVER ROOF DECK PER VALLEY H A K TO TOP CHORD; NOTE MAIN FLOOR 0 1-- a F -
FRAMING DETAIL ry
IF WALL HEIGHT IS (4) 16d COMMONS ELEV 0'-0" �_r
DOUBLE TOP PLATE BETWEEN 4FT & 8FT,
B NAILED @ EACH END
CONC. SLAB - -
USE 2x6 SYP #2 STUDS VERT REINF. BEYOND
<8> SEE FOUNDATION
STRUCTURAL ENG: CFG BAD
GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO --I I M 11. DRAFTING:
SIMPSON H3, H4, OR H5 EA. END OF TRUSS OR C 16d COMMONS END
RAFTER
<8> ;1A+
NAILED TO VERTICAL
-STRUCT: TW
MASONRY WALL PER
2x4 BLOCKING W/ (2)
_t, 2x4's . .....
E PLAN QC CHECK: IVIRB
COMMON TRUSS PER PLAN OR CONV. FRAMING W/ 16d COMMONS END
STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL SEE FOUNDATION
2x4's + L_ JOB No, TM - 2170448
FINISH PER ARCHSFIN DETAILS FOR FTG INFO
G
CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 SCALE: AS INDICATED
RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER TRUSS PER PLAN
NAILED @ 6" O.C. STAGGERED DATE: 03/27/2017
DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D CHIMNEY FRAMING DETAIL TYPICAL ONE STORY CMU WALL SECTION
(
Q1KADQr%1 1-
I I -
DIAGONAL TO BEAM
PT 2x8 PLT., CANT. F
CLG. NAILING SURFY
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CMU WALL OR LINTE
BELOW
A
BEAM CONNECTION FRAME WALL CONNECTION
H
GABLE BRACING
16d NAILS.
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4'-8" < H 6 T -O"
(1) 2x4 BRACE
II Uri/Am 1
(2) 2x4 BRACE (SEE SECTION A -A)
9'-4" < H:E-141-011
01 EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @
14'-0" < H:618'-8"
STRONGBACK W/ (2) 2x4 BRACE
EACH END AND 32" O.C. 24" O.C. FOR FALSE BM
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BRACE NOT REQUIRED
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of
CONNECTIONS
SIMPSON HGA10 @ 48"
SIMPSON HGA1 0 @ 48"
TRUSS PER PLAN
GABLES w/ OUTLOOKERS @ 24" O.C.
1'-0" MAX PLYOOD CANT. O.H.
0
2x4 BLOCKS, (2) 16d
ATTACH JAMB STUDS
13 R
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2x6 RAFTER TO 2x8
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TRUSS PER PLAN
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SEE PLAN FOR
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O.C.
LU
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2x4 BLOCKS, (2)1 6d NAILS @ EA. END. BLOCK ADJ.
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NOTE: ALL GABLE
BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF
TRUSS WITH (3) 12d TOENAILS.
O.H. SIZE
RAFTER TO OPP SIDE
BLOCK ADJ. BAYS
BETWEEN TRUSS BAYS
11
O.C. NOT REG'D 6'
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A
PROVIDE 2x4 BRACE
3/16" x 2 3/4" TAPCONS
P.
SHEATHING FASTEN
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SHEATHING NOT REQ'D
SHEATHING NOT REQ'D
BRACING IS TO BE
F
SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C.
CONNECT TO DROP GABLE WITH
IN CMU. OR SIMPSON
EA.DIAG. AS SHOWN.
SHEATHING PER PLAN
FASTEN SYP OR SPF
FROM EAVES
P.T BASE PLATE
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TO BE CONT. @ THE
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H2.5 CLIP'. MAX Z -O" O.H.
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SHEATHING PER PLAN
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SHEATHING FASTEN
FASTEN TO DIAG.w/(2)
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TRANSITION FROM TRANSITION FROM
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SHEATHING TO
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WALL TO GABLE
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PER PLAN.
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FOR ADDITIONAL INFO AS REQ'D
H
DOUBLE 2x TOP PLATE
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DROP END GABLE w/
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OUTLOOKERS @ 24"
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FASTEN SIDE WALL
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0
BEAM PER PLAN
SHEATHING PER PLAN.
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STRONGBACK, SEE
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(5) 16d NAILS
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N
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DIAGONAL TO TOP
r
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W
PLATE
0
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H
GABLE BRACING
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II Uri/Am 1
(2) 2x4 BRACE (SEE SECTION A -A)
9'-4" < H:E-141-011
01 EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @
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STRONGBACK W/ (2) 2x4 BRACE
EACH END AND 32" O.C. 24" O.C. FOR FALSE BM
11A
0
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W
7:
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0 TOENAILS EA. END
(n
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ouj "IF& 0: Z -
00 0
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M
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TRUSS PER PLAN
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F
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0
A
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>
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L
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ry
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STRONGBACK W/ (2) 2x4 BRACE
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11A
0
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(n
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GABLE BRACING CHART
H
GABLE BRACING
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NO BRACE REQUIRED
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(2) 2x4 BRACE (SEE SECTION A -A)
9'-4" < H:E-141-011
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14'-0" < H:618'-8"
STRONGBACK W/ (2) 2x4 BRACE
HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) ((_V 140 V. k,. r- U M 1`- 1 11,-> 1 0 SEE GABLE
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z
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MANU.'S DRAWINGS;
CEILING GYP. BID. IS
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EMBED. INTO SLAB SHOWN, SEE PLAN
PLATE FRAME AND CMU SEE
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CMU WALL PER PLAN FOR REQ'D FLASHING WALL W/ UPLIFT MASONRY 54
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CD
A-%
Lj
00
VALLEY RAFTER
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0
co
4;L
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0
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Ae cre
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FOR NAILING
z 0
z _j
z
_j
CONNECTION DETAIL
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BRACE NOT REQUIRED
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TRUSS PER PLAN
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13 R
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LL
2x6 RAFTER TO 2x8
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TRUSS PER PLAN
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ITI
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RAFTER TO OPP SIDE
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11
0 _j Z
W
It;
0
HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) ((_V 140 V. k,. r- U M 1`- 1 11,-> 1 0 SEE GABLE
10d NAILS @ EA. TRUSS 2x4 BRACE IF REQ'D BAYS WALL PER PLAN
CONNECTION DETAIL
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OUTLOOKER (MAX. FOR NAILING j 0
ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ SEE GE01/SD3 FOR 8d NAILS @ 4" O.C.
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END NAILS EA. EN (TYP.) (END NAIL PLTS. PER PLAN HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER
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END NAILS TO TRUSS HOLD WALL 3-1/2" @ EACH END GABLE TRUSS j
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VARIES H P I LU TO BOTTOM I-- W
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NOTE: PROVIDE ADDITL
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PER HIB -91 &TRUSS
MANU.'S DRAWINGS;
CEILING GYP. BID. IS
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MAIN SPAN ROOF
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MSTAM-24 TYP. EA. IN CMU. OR SIMPSON UPLIFT CONNECTOR
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SIDE OF EA. STUD. META16 6" FROM EACH END
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EMBED. INTO SLAB SHOWN, SEE PLAN
PLATE FRAME AND CMU SEE
WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU ONLY REQ'D @ BRG FOR WOOD OR
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TRUSS BELOW
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0
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HEADER STUDS PER
11--
I
W RIDGE BOARD
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W/ 1/4"x4-1/2" SIMPSON
4' LAY 2x4 BLOCKING
SDS SCREWS TO TOP WALL SHEATHING PER
- — — — — — — — — — — — — CHORD OF EACH OVER THE TOP OF THE
STRUCTURAL ENG: CFG / BAD
DRAFTING:
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QC CHECK: MRS
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2x PLATE WITH SCALE: AS INDICATED
SIMPSON MTS12 OR
LSTA12 & (5) 8d NAILS DATE: 03/27/2017
@ EA. RAFTER TO PLT.
FIELD FRAMED VALLEY DETAIL tVVIF06) NUN- AKIN(3 WALL UILI U I AIL I Y PIU/AL 1-1 1AU M LJ I /AIL C n *"I
1/2"=11_011 1\,_� 3/4"=11_011 1/2"=11-0.1
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC is strictly prohibited.
TRUSS BELOW
r- L -MI 14 LIN I r -L rr-M rLt"MIN BOTTOM CHORD.
FASTEN CONV. 2x
2x WALL, SEE PLAN ATTACH W/ (2) 1 Od
VALLEY RAFTER
NAILS @ EACH TRUSS
FRAMING (OR PRE -ENG
AT 24" O.C.
STRUCTURAL ENG: CFG / BAD
DRAFTING:
-STRUCT: TW
QC CHECK: MRS
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2x PLATE WITH SCALE: AS INDICATED
SIMPSON MTS12 OR
LSTA12 & (5) 8d NAILS DATE: 03/27/2017
@ EA. RAFTER TO PLT.
FIELD FRAMED VALLEY DETAIL tVVIF06) NUN- AKIN(3 WALL UILI U I AIL I Y PIU/AL 1-1 1AU M LJ I /AIL C n *"I
1/2"=11_011 1\,_� 3/4"=11_011 1/2"=11-0.1
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC is strictly prohibited.
NOTE:
PLATE LENGTHS MUST
BE AT LEAST Ill
LONG, TYP.
TOP SFLl,ll_,w_
DOUBLE 2X4 TOP
PLATE
ATTACH 2x4 STUDS TO
TOP PLATE W/ (3) 12d
TOE -NAILS TYPICAL AT
ALL LOCATION
BOTTOM SPLICE OVER
STUD
PIPE OR DUCT W/
(2) 10d NAILS @ 3" O.C.
DOUBLE 2x4 TOP
NAIL FIELD INSTALLED
co
-2
NOTES:
TO GABLE END STUDS w/
= �
rn
>- 0
x �_
W
PENETRATION OF
WITHIN 48" OF SPLICE
PLATE
TOP PLATE TO FRAME
=
�_ 0
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN
�e
U)
0 i.L
U) M
MAX.;
Ll 0
U) 0
<
1
FLOOR SYSTEM
0 00 0
U_ 0
0,
LL
SYP #2 LEDGER w/ (2)
04
MORE THAN 50% OF
THEN (2) ROWS 10d NAILS
PROVIDE 2x4 ON TOP
WALL OR PRE-
Co
2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION
EXT. BEAM PER PLAN
12 12" O.C.
0 Z
0
SEE PLAN
-i Uj it
SIMPSON H3 CLIP
>. a 0
Uj
0
TOP PLATE WIDTH
@ 8" O.C. OTHERWISE
OF 2x8 TO PAD OUT
ASSEMBLED WALL
3 < 3:
3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN
FOR 3 -PLY)
2 1/2" EDGE
OUTSIDE (2) 2x4's
EDGE DISTANCE
PANEL W/ (2) 1 Od NAILS
4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN 1/4"
P
INSTALL SIMPSON
TOP PLATE. ATTACH
@ 8" O.C. (FOLLOW
1" EDGE 1 1/2" EDGE
PSPN516Z W/ (112) 16d
NAILS TYP. TOP & BOT.
W/ (2) 10d NAILS 3" O.C.
(SOLID BLOCK W/ 24)
NAILING
REQUIREMENTS THIS
1�
0
10 d x 3"
(2) 10d NAILS @ 3" O.C.
ATTACH 2x4 STUDS To
DETAIL FOR ALL TOP
1 Od x 3" COMMON
16
z
WITHIN 48" OF SPLICE
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W
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&zp� *I- Ck:
2x DBL TOP PLATE
BEYOND
3/4"= 1 1-01, 1-1/2"=V-0"
OW m
%
fill U_ A-00 !r. Lj 00
MIN. 15/32" EXP I SHEATHING SHEATHING PER PLAN : co 0 0% -I!Z R
3/8"
INSTALLED VERTICALLY. NAIL SHEATHING AT FRAME WALL BOTTOM PLATE CC) -j z
00* Z
0 AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING d
U_ z ROOF SHEATHING, --4: 0
- - - - - - - =: r% CD a: 11) ROVV OF OU UUMMUNI-VA111-0 1& 0 U.%- 11 A'= NAIL SPACING FASTEN PER PLAN 2L ? W �_ _j
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0 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON ROOF SHEATHING, z
T- Z) W ROOF SHEATHING, FASTEN PER PLAN
U_ 2: F
NAILS @ 3" O.C. -ell I&
11,0 0
W Lu A FASTEN PER PLAN
/A 0)�, 0
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5- =: 0 NAIL OPENING PERIMETER W/ (2) ROWS OF 8d
_L1_ - -il- L g: U) Z z: OP OP
Ill - - - ir- - _11- l COMMON NAILS @ 3" O.C.
Li ca LL
WALL SHEATHING 0 uj 0
(D NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL -0 2x4 FRAMING @ 24"
SPLICE, SEE SPLICE - EDGES 6" O.C. U.N.O. ON PLANS 1/2" O.C. MAX.
DETAIL. MAX 1/8" 2x4 FRAMING @ 24" 2x4 #2 SYP CONT. w/ (2)
OPENING SPACE BETWEEN 'W STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 1 Od x 3" 16d COMMON NAILS
4 W DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 Od NAILS I
PANELS U) COMMON NAILS @ 3" O.C. NAILS AT JOINT U
= >_ @ 4" O.C. PROVIDE il Od x3" EA. STUD OR TRUSS 0
U) U) t;
3 _j PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT MEMBER, TYP. (MAX.
_j HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @
TYP. Z) 0 2x SCAB wl 1 Od NAILS 24" O.C.). IF MASONRY,
STUD PER PLAN
U_ 0 4
AROUND 2x STUDS BEYOND, TOP & BOTTOM @ 4" O.C. USE (2) 1/4" TAPCONS
_j SHEATHING SPLICE,
OPENING U_ 0-4 C�
SEE PLAN FOR MORE (D < UL (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ TRUSS CONNECTION PER -ENG TRUSSES wl MIN. 2" EMBED. @ U C)
BETWEEN EXTERI
INFO 0 VERTICAL MEMBER IF GABLE END qHFATHINr, A OR PER PLAN 41. 0- 1=AQr'1A DMID D1 AKI 2x FASCIA 24" O.C. rh
T 71— 71— F
16" O.C. MAX.;
Uj
LU ;r-
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W
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LU
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Ll 0
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1
FLOOR SYSTEM
0 00 0
U_ 0
0,
LL
CUT TO FIT
OPENING SIZE
2x BOTTOM PLATE
BEYOND SEE PLAN
SHEATHING DIAGRAM
EXTERIOR SHEATHING SCHEDULE
3/4"= 1 1-01,
PRE-ENGINEERED
ROOFTRUSS-SEE
FRAMING PLAN FOR
SPACING
SEE PLAN FOR
CONNECTION
2x BRG WALL, SEE
PLAN FOR STUD SIZE &
SPACING. MIN (2) 2x
UNDER GIRDER TRUSS
U.N.O.
2x BLOCKING
SIMPSON LSTA24 EACH -
STUD
2x BRG WALL, SEE
PLAN FOR STUD SIZE &
SPACING. MIN (2) 2x
UNDER GIRDER TRUSS
U.N.O.
SECTION Cc
(3Yl VVALLL3UAKL) 0
BLOCKING z
CMU WALL PER PLAN U 0
(2) 8d TOE NAILS TO 0
JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER TRUSS PER PLAN .0
TRUSS CONNECTION (2) 8d TOE NAILS
2x4 PT LEDGER W/ X
2x4 LEDGER W/ (2) 16d z
NAILING PER 1/4" x4" TAPCONS @ 12"
t V 2x FRAME WALL PER NAILS @ 16" O.C.
SCHEDULE O�C� PLAN
2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR WOOD/MASONRY
FLATWISE (2) 16d O.H. SIZE O.H. SIZE L WALL OR TRUSS, SEE CO3 0
NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION FRAME WALL PLAN (TRUSS SHOWN)
NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF
NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE fiFl)� TYPICAL SCAB OVERHANG (602 LEDGER @ LOW ROOF
REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS j 3/4"=11_011 j
SEE ROOF SHEATHING, OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS - 2x4 #2 SPF z
I PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. (D
DOUBLE TOP PLATE MORE INFO & MORE INFO & W/ (2) 16d END NAILS Ld
CONNECTION CONNECTION � a a
SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE EACH END Ch
@ EACH STUD 12d NAILS @ EACH END ++ X X X x:13 06
..... ......... 2x 12 BOX H DR w/ 2x8's
L TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL W
SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS
@ 24" O.C. w/ EXT. 2x4 #2 SPF
(22) 1 Od NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. _j
CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS
EXTERIOR SHEATHING STRAP AROUND LINTEL w/ (2)ROWS OF + + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF z
NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA! 4 TRUSS MEMBER MORE INFO & I ROOF SHEATHING 0
U) 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 Od NAILS @ X X CONNECTION 0 6 L4
X___ 11 + + Q
STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL
W
TOENAILS INTO OTHER SEE WALL CLIP DETAIL t; LLI
Ilk .... . . . . . TRANSOM BETWEEN TRANSOM BETWEEN 2x8 #2 SPF VERTICAL Z z
SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO W 0
@ 24" O.C. w/ EXT.
MORE BRG. WALL INFO 2x8 #2 SPF VERTICAL
LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER
2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. SHEATHING PER NAILING SCHEDULE & (D
w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" (4) 12d NAILS EACH ILLI
NAILING SCHEDULE & LIJ
(2) 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH TRUSS MEMBER (TOP
SPACED EVENLY SPACED EVENLY TRUSS MEMBER AND BOTTOM CHORDS U)
ATTACH 2x TO VERTICALLY VERTICALLY ALONG W/ WEBBING)
PRE -Ell ROOF BUILT-UP W/ (2) 2x6
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 @
STAGGERED @ 8" O.C� POCKETSGD 3" O.C. TO EA. 2x6 POCKET SGID EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL
SEE PLAN FOR F1 ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY
CONNECTION BUILDER BUILDER BUILDER BUILDER
DOUBLE BEARING (VIllil ST @ B ARING FRAM WALL (PSW H ADER @ OCK T SLID R w/ TRANSOM (PS02) H ADER @ OCK T SLID R w/ TRANSOM (PSU-24 HAD R@ OCKTSLID R (HbUA H ADIER l FUUKL I 6LIU K
3/4"=V-0" 3/4"=V -0i" 1/2"=V-0" 1/2"=V-0" 112"=1 1/2"=1 z
MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO
11 11
BEAM INTO LONG SPAN AS INDICATED ON BEAM j I 1JU,_.1 W/ (Z) -1/4 A 472 11—
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ z 0
K I
MA I . t5rVAIVI rr-M r -L
LAP BEAM PLYS AN
NAIL AS SHOWN (5)
NAILS PER PLY
HTS20 CLIP FROM
POST TO BEAM
ED.
16" O.C. MAX.;
_j _j
0
TO GABLE END STUDS w/
W -
EXTERIOR WALL/TRUSS (2) 1/4" X 31/2" SIMPS. SIDS
LU
PT POST PER PLAN
SCREWS @ 16" O.C.
�e
t
MAX.;
Ll 0
t
TO MASONRY w/ 2x6 PT
0 00 0
SYP #2 LEDGER w/ (2)
04
1/4" x 2 3/4" TAPCONS AT
Co
EXT. BEAM PER PLAN
12 12" O.C.
0 Z
SEE PLAN
-i Uj it
SIMPSON H3 CLIP
>. a 0
Uj
0
SHEATHING PER PLAN
3 < 3:
PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER. - (41 10d NAILS FOR 0 Ill a Ill
TO STUDS OR BEAM w/ elf'�Klk/ M3 li Ill
r'l rUO I rr—r-% 111—t-IlIN (2) 1/4" X 4%" SIMPS. . 11% = 0 -
ABU POST BASE PER SIDS SCREWS @ 16" MEMBERS ONLY I
PLAN O.C. MAX.; STRUCTURAL El CFG / BAD
5/8" THREADED ROD W/ TO GABLE END STUDS _b§AFTfi_Nl:
NUT SET IN ADHESIVE W/ (2) 1/4" X 3%" SIMPS. 4'-0" MAX.
SIDS SCREWS @ 16" `IASCIA PER -STRUCT: TW
O.C. MAX.; COMMUNITY SPECS
SEE FOUNDATION TO MASONRY w/ 2x4 PT QC CHECK: MRB
ZX4 0 y It, ?F1_ UM
PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED JOB No. TM - 2170448
INFO x 2 3/4" TAPCONS @ 12" ROOF TRUSSES @ 24" -- - --- ----------
O.C. O.C. MAX. SCALE: AS INDICATED
SIMPSON H3 CLIP DESIGNED FOR DATE: 03/27/2017
SHINGLE ONLY
CORNER COLUMN FRAMING (SD01� TYPICAL SHED ROOF DETAIL
3/4"=V -0i" 1/2"=1 1-01, SD4
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
SHINGLE OR TILE PER
ARCHITECTURAL
ELEVATIONS.
PRE-ENGINEERED —
ROOF TRUSSES @ 24"
O.C.
TYPICAL TRUSS TO -
FRAME CONNECTION.
SEESTANDARD
CONNECTOR NOTES
.4 BEARIN
\fF SEE PLAN
SEE ARCHITECTURAL
PLAN FOR OVERHANG
INFO
W:NDOWAS
SCHEDULED
EXTERIOR FINISH PER
PLAN
MID -SPAN BLOCKING
U.N.O.
INSULATION PER PLAN
SEE DETAILS WS10,
WS1 1 OR WS1 3 FOR
ADDITIONAL
INFORMATION THIS
SHEET
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
,J, BEARING
LINTEL AS PER PLAN
LINTEL AS PER PLAN
WD. HID. HT.
SEE PLAN
PRECAST CONC. OR -
POWERS STEEL SILL
TYP. @ ALL WINDOWS
EXT FINISH PER PLAN
VERT REINF. BEYOND
MASONRY WALL PER
PLAN
,gk FIN. FLR.
1�110` 0--o"
00
GRADE
2nd FLOOR WALL; SEE
PLAN FOR MORE INFO.
IF SHEATHING IS NOT
CONTINUOUS TO
BOTTOM OF FLOOR
TRUSS,CONTRACTOR
TO INSTALL SIMPSON
LSTA18 STRAPS FROM
EA. STUD TO TRUSS
2x12#2SYPCONT. —
LEDGER W/ (3)
1/4"x4-1/2" SDS
SCREWS (EQUALLY
SPACED VERTICALLY)
@ 24" O.C. AND @ EA.
END VERTICAL (MIN. 2'.
FROM T&B)
SEE PLAN FOR FLOOR
TRUSS DIRECTION
SEE WS10/SD5 OR WS1 1/SD5
FOR ADDITIONAL INFO
NOTE: ALL FLOOR PRE-ENGINEERED I KU66 61 KAFJ - 6LL PRE-ENGINEERED
TRUSSES TO BE P.T. IF ROOFTRUSS-SEE FRAMING PLAN FOR ROOFTRUSS-SEE
NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR
BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING
PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER
ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND
O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS
REQ'D # OF STUDS
t' ^ K I K I = t' "r 1 r% K 10
SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @
TYPICAL TRUSS TO STRAP W/ (10) 1 Od TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER
FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 1 Od SIMPSON SP4 wl (6) 1 Od
SEESTANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER x1-1/2" @ 24" O.C. (USE x1-1/2" @ 24" O.C. (USE z
CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 SP6 @ 2x6 STUDS & SIMPSON LSTA30 SP6 @ 2x6 STUDS & 0
USE SIMPSON STRAP(MAX10- SP8 @ 2x8 STUDS) STRAP (MAX 10- SP8 @ W STUDS)
MSTCM60 STRAP W/
ANGLE) W/ (22) 1 Od ANGLE) W/ (22) 1 Od
REFER TO PLAN FOR (20) 16d SINKERS & (14 NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP (2) 2x SPF TOP PLATE
- I OVER TOP PLATE MIN. ER
BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. a U.N.0, ON PLAN U.N.O. ON PLAN
INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN -14
4 3", THEN RUN DOWN HEADER-SEE2ND
26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/
PRE -ENG. FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER FLOOR PLAN FOR MIN.
SYSTEM - IF NO FLOOR LINTEL COURSE OR EXTERIOR SHEATHING - HEADER SIZE & REQ'D HEADER SIZE & REQlD
SYSTEMINSTALL INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS JAMB STUDS
KNEEWALL & PROVIDE 1/4" X 1 3/4" TITENS) EXTERIOR SHEATHING
STRAP W/ (11) 1 Od TO
SOLID BLOCKING U.N.O. FLOOR TRUSS PER STUDS ABOVE PLATE FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL
UNDER COLUMN PLAN U.N.O. FRAMING PLAN FOR PER PLAN IF HEADER IS UPSET TO BOT. RIBBON, NAIL
ABOVE PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW - AND WINDOW IS PER PLAN - -- ---- - -------
yyyyyyyy�� BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS1 1 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL IF HEADER IS UPSET
OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 1 Od AND WINDOW IS
FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 1 Od TOENAILS. EXT. LOWER: (1) 2x SILL
NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN PLATE w/ (2) 1 Od
TRUSSES TO BE P.T. IF TOENAILS. EXT.
NO MOISTURE _4 TYPICAL GIRDER COL. HIGH BEAM STUDS @ 16" O.C. LESS THAN 4FT:(l) 2x HEADER OPENINGS
DBL. TOP PLATE BARRIER (FELT PAPER PS4 TYPICAL GIRDER COL. CONNECTION ASO ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 1 Od LESS THAN 4FT:(l) 2x ins 0111111#11111 WV
OR SIM) IS PROVIDED 3/4"=1 -0.1 3/4"=11-011 TOE NAILS AT EA. END TOENAILS. OPENING 01� = Uj
OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) SILL PLATE w/ (2) 1 Od CD *
HDR. PER PLAN Ma -
TOENAILS. OPENING
E 00
WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW
2x STUDS, SEE REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT: (2) 6
FRAMING PLAN FOR BUILT-UP COLUMN w/ 2x CRIPPLE STUDS 2x SILL PLATE w/ A35 _j z
% _r
<
INFO. CRIPPLES @ 16" O.C. AT EA. END NAILED TO CLIPS EACH SIDE wit 2x cc:
SPACING AND GRADE SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER STUD PACK w/ 1 Od 0
STRAPS CENTERED @ THAN 4'BUT LESS w/ (2) 1 Od TOENAILS
AND SEE ARCH PLAN BEARING WALL PER FLOOR W/ (14) 1 Od THAN 6' CRIPPLES @ 16" O.C. LU 02
A A T&B (PLYWOOD NAILS @ 8" O.C. THEN W <
TO VERIFY SIZE PLAN BEYOND NAILS w/ (2) 1 Od TOENAILS C1, z co
SEE FLOOR FRAMING SIMPS. MSTAM36 w/ SHEATHING REQ'D cl.�
STUDS @ 16" O.C. Z 0
co!;
INT. FINISH PER PLAN COLUMNS PLAN FOR FLOOR (7) 1 Od NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d T&B (PLYWOOD %
SHEATHING REQ'D
MID -HEIGHT BLOCKING SYSTEMINFO. 7 x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END 0
T&B) i
PER BEARING WALL FLOOR TRUSSES ARE LL
2x BOTTOM PLATE w/ (3) 2x STUDS 20"- 26" DEEP, USE UNDER WINDOW OF SILL (MAX OPEN'G
e 'it
(2) 12d AT 12" O.C. SCHEDULE ATTACH 2x STUDS W/ WIDTH 4'4'). USE A35
1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR
3/4" FLOOR SHEATHING ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER
ATTACHED PER COL; SEE BRG WALL/ FLOOR w/ (14) 1 Od SINKERS & (14) 1/4" X 2
CALIFORNIA CORNER A -A THAN 4'BUT LESS U
NAILING SCHEDULE 2 -STORY WALL NAILS (2) SIMPSON LSTA18 1/4" TITENS INSTEAD. THAN 6' 0
FLOOR TRUSSES SEE SECTION FOR MORE (2) SIMPSON META16 STRAPS CENTERED @ (IF TITENS ARE NOT IN 0
LINTEL COURSE OR SIMPSON LSTA30 w/
PLAN FOR DEPTH AND INFO. FLOOR TRUSS TO FLOOR W/ (14) 1 Od 2x TOP & BOT. ce)
NAILS INTO FILLED CELL USE (11) 1 Od TO STUDS
DIRECTION REFER TO MASONRY WALL RIBBONS, CONT. V4,
oil WW 1/4" X 1 3/4" TITENS) ABOVE PLATE U.N.O. C�
FOUNDATION PLAN C>
EXT. SHEATHING 6
FOR FTG. ATTACH PER NAILING TRUSSES TO BE P.T. IF
INFORMATION z
FLUSH W/ FACE OF SCHEDULE NO MOISTURE SEE FRAMING PLAN 0
MASONRY ATTACHED BARRIER (FELT PAPER
W/ FOR FLOOR
PER NAILING ATTACH 2x STUDS M
(2) 16d NAILS @ 6" O.C. (4) 2x STUDS OR SIM) IS PROVIDED SEE FRAMING PLAN CONNECTION z
SCHEDULE; PROVIDE 4 0
IF FLOOR SYS. NOT PRESENT PER FLOOR E
U
1/8" GAP BETWEEN STAN' ON FOR FLOOR
, A .. SHEATHING AND DARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR CONNECTION
CMU WALL BELOW PER DETAIL INCDICATED 41 z
MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE PROVIDE BLOCKING FLOOR GRIDER OF
SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR ON FLOOR FRAMING, INDICATED BASE STRAP BELOW JAMBS BEAM 0
FLOOR SYSTEM DRAFT MASONRY WALL PER SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQ'D ON EITHER SIDE OF WALL. IF WF02/
STOPPING AT 1000 SQ PLAN SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE
FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO
STOPPING MATERIALS fiso,)� TYPICAL TWO STORY COL. @ GIRDER A—S-0* 2nd FLOOR CORNER FRAMING ATTACHMENT HEADER CONNECTION @ 2nd FLOOR HEADER CONNECTION @ 2nd FLOOR HIGH BM
MIN THICKNESS SHALL fiso ASO
BE 1/2" GYP BOARD OR 3/4"=V-0" 3/4"=l.-011 3/4"=V-0" 3/4"=1 -
15/32" OR 7/16" OSB.
ATTACH TO FLOOR U)
TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER
16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER D ETAI L WF 1 O/SD4 ATTACHED PER DETAIL WF10/SD4 z
BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN <
2xSTUDS,SEE 2xSTUDS,SEE UNDER WINDOWS AND ATTACH PER NAILING
2xSTUDS,SEE SCHEDULE, W
2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR liol000loo C)
@ 48"O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE CONTINUOUS FROM W 06
TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP OF TOP PLATE TO
TO VERIFY SIZE TO VERIFY SIZE A35 EA. END AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. 0
2x4 #2 SYP ANGLE TRUSSES @ 24" O.C. 2x BLOCKING FOR TO VERIFY SIZE PLAN BEARING WALL PER z
2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/
2x BOTTOM PLATE W/
AGAINST TRUSS SHEATHING/ DRYWALL PLAN
(2) 12d @ 12" O.C. (2) 12d @ 12" O.C. 12d (2) 12d @ 12" O.C.
ATTACHMENT w/' Z)
VERTICAL @ 48" O.C. (2) co
W/ (3) 12d NAILS EACH TOENAILS EA. END DOUBLE BOTTOM
PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN -A, 2x SYP #2 RIBBON (MIN PLATE
END
TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4)
FRAME 2x4 KNEE 16d NAILS; BOTTOM
16d NAILS; BOTTOM (2) H5 EA. FLOOR
WALL, STUDS @ 16" RIBBON TO BE PT IF TRUSS TO DOUBLE M
SYS. 42 FLOOR O.C. W/ (2) 16d NA I LS @ RIBBON TO BE PT IF BRG DIRECTLY ON BOTTOM PLATE, SLIT t; LLJ
CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE BRG DIRECTLY ON CMU FLOOR DECKING TO _j z
SEE FOUNDATION CMU EL SEE TRUSS LAYOUT t: 0 0
(MAX) CONNECTOR (2) ROWS 8d NAILS @ ACCOMMODATE 2
FOR HANGER
PLAN FOR MORE INFO 1/2" GYP. CLG BID OR SCHEDULEFOR 1/2" GYP. CLG BID OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL STRAP
= — �: ,
(2) 5/8" TYPE "X" WHEN A LU
SEE PLAN FOR RIBBON
CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA.
A IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO
77-1 n 2x RIBBON OR LU
3" O.C. WALL ------ BOTTOM RIBBON SIMPSON META16 AT CANTILEVER T_
MASONRY WALL PER MASONRY WALL PER BLOCKING w/ (4) 16d
PLAN SHEATHING TO PLAN MASONRY OR MTS12 U)
SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR OR (3) 16d TOENAILS
DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING & CMU TRUSSES TO BE P.T. IF
NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE
WALL PER PLAN
BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER
BARRIER (FELT PAPER 2x4 PT SILL PLT. IF TRUSS PER PLAN
IOR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED
3/4"=V-0" 3/4"=11-0" 3/4"=11-0" 3/4"= 1 1-01, 3/4"=11_011 z
I ��� 1\,_� I 1\"_� I 1\,_� 0
NOTE: ALL FLOOR Illoolo
TRUSSES TO BE P.T. IF
NO MOISTURE HANDRAIL BY OTHERS Z 0
BARRIER (FELT PAPER
OR SIM) IS PROVIDED 0
LLJ
z �e
0
SEE ARCH DWGS FOR
0000
TOPPING INFO if) CE
n C.4
CL
Ld
3/4" PLYWOOD FLOOR Z
U) 0
SLOPE DECKING ATTACHED 9 0
PER NAILING W 0
SCHEDULE 0
0joilloi
SLOPED BALCONY ry
SEE PLAN FLOOR TRUSS (12" CL
TALL) (60/15/5 MIN.
4d. LOADING) W/ LUS26 OR STRUCTURAL ENG: CFG BAD
J 4 LUS46 TO LEDGER _b_VA �Tu,��-
CONTRACTOR TO SEE WS1 1/SD5 FOR -STRUCT: TW
PROVIDE ADEQUATE SIM. END CONDITION
QC CHECK: MRB
WATERPROOFING. NO
CONCRETE SLAB LINTEL PER PLAN JOB No. TM- 2170448
PERMITTED
SCALE: AS INDICATED
DATE: 03/27/2017
3/4"=11-011 OUD
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
EXTERIOR SHEATHING
ATTACH PER NAILING
SCHEDULE
(2) 2x4 #2 SYP -
BLOCKING w/ SIMPSON
HUC24-2 EACH END,
USE (4) 1 Od & (2) 1 Od
NAILS. UNDER
WINDOW JAMBS USE
(2) 2x6 w/ HUC26-2.
LOW ROOF TRUSS SEE
TRUSS PLAN FOR
CONNECTIONS
111, j 11111 h a 11� 111! ILI 11 j j I J
2x BRG WALL W/
2x BRG WALL W/
TO BOTTOM OF SILL
PLATES U.N.O.
EXT. SHEATHING
2x4 NAILER W/ (2)
SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d
W
ROOF LINE
TRUSSES ARE
PLATE ATTACH PER
FROM TOP OF WALL
TRUSSES @ 24" O.C.
PARALLEL TO WALL
TRUSS PER PLAN
F
TO BOTTOM OF SILL
SIMPSON SP2 @ TOP &
SIMPSON SP2 @ TOP &
2x8's MIN. SPF #2 @ 16"
EXT. FINISH PER
2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING
10d NAILS @ 16" O.C.
2nd STORY WALL NAILS @ EACH END.
BOTTOM PLATE
ROOF SHEATHING
NAILING SCHEDULE NAILS TO EACH STUD
12
NAILING SCHEDULE
ISIMPSON H2.5 EA.
JG
ATTACH PER NAILING
SP1 @ BASE. LSTA18
(2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18
O.C. MAX (U.N.O.)
ARCHS
O.C. - SEE FRAMING SCHEDULE
BLOCK ADJACENT
ATTACH PER NAILING
0
SCHEDULE
TRUSS
NAILS TO EACH STUD
TRUSS
FINISH
OR MTS12 MAY BE
(2) 12d NAILS @ 12" OR MTS12 MAY BE
PLAN FOR MORE INFO.
2x4 STUDS @ 16" O.C.
BAYS @ EACH
X PRE-ENGINEERED
TRUSS PER PLAN
2x8 #2 SYP P.T. SILL
SEE PLAN FOR
TRUSS ANCHOR (SEE
USED @ BASE
O.C. USE SIMPSON USED @ BASE.(WHEN
MSTAM24 EA. SIDE OF
PLATE W/ Y2" EPDXY
2x4 BLOCKING
PLAN)
SCHEDULE DIAGONAL AS SHOWN.
LEDGER W/ (2) Y4"x3-1/2"
ANCHOR OR J -BOLT @
SIDS WOOD SCREWS @
32" O.C. W/ MIN. 7"
MTS12 OR LSTA18 TO WALL IS CONT. BRG ON
EA. STUD TO WALL
BETWEEN STUDS W/
1/2" GYP. BOARD
FASTEN ROOF
EMBEDMENT & 6"
ATTACHED PER
FROM EA. END - USE
FROM EACH END
2x BLOCKING W/ (2) 12d
BLOCKING BELOW. TRUSS STRAP STUDS
NOT REQ'D IF STUD IS w/ LSTA1 8 @ 16" O.C.
BELOW W/ (9) 1 Od
NAILS AND (5) 1/4"x2
SHEATHING PER
(2) 12d TOE NAILS
SIMPSON LUS26. USE
SHEATHING TO
BLOCKS W/ 8d NAILS @
LEDGER INTO
LUS26-2 FOR 2PLY
TOENAILS EACH END
CONNECTED w/ MTS12 TO TRUSS BELOW)
3/4" TAPCONS PER
DETAIL WF1 O/D4
EACH END
SIMPSON H1 OA @
6" O.C.
SHOP
[E]O'c'
PER ELEV.
LEDGER PER PLAN
ffWINGS
2x BASE PLATE W/ (2)
OR LSTA1 8 3/4" FLOOR SHEATHING
STRAP;CENTER
(2) 2x HEADER SEE
SEE LD02/SD4 FOR
EACH DIAGONAL
MIN. (4) 16d NAILS TO
MASONRY WALL PER
PLAN FOR MORE INFO
O.C. w/ EXT. SHEATHING
EACH STUD (AT EACH
12d NAILS @ 12" O.C.
ATTACHED PER
STRAP BETWEEN
2x SPF BASE
MORE INFO.
BRACE
RECESS LEDGER
SIDE OF G.T. USE (4)
BOTTOM OF TRUSS/
16d NAILS)
PLATE
GIRDER SEE PLAN FOR
2dA
2x BLOCKING W/ (2) 12d
(2 NAILING SCHEDULE
MASONRY WALL AND
(5) 16d NAILS BRACE
z
WINDOW ATTACHMENT
PRE-ENGINEERED
FLOOR SYSTEM
KNEEWALL OR BEAM
INFO. IF WALL
3/4" FLOOR SHEATHING
H EN D
TOENAILS EACH END FLOOR TRUSS PER
FRAME WALL
WINDOW SEE PLAN
TO BLOCKING
0
FOR LOCATION
I QTA1Q QTDADQ AD�
ATTACHED PER
ENAILING
(2) 2x4 #2 SYP I PLAN
2x8 #2 SYP P.T. SILL
ATTACH SHEATHING
2x4 BLOCKING
ALL THREAD ROD
@ 48" O.C.; SEE
7LS
I
(2) 2x HEADER
SCHEDULE
IMPSON
BLOCKING w/ SIMPSON
PLATE w/ 1/2" EPDXY
TO BOTTOM PLATE
BETWEEN STUDS W/
FOUNDATION DETAILS
I
PROVIDE 2x4 BRACE
SEE FLOOR PLAN
FOR MORE INFO
B
16"
END
HUC24-2 EACH END,
ANCHOR BOLT OR
W/ (1) ROW 8d NAILS
(2) 12d TOE NAILS
FOR CONNECTION @
TO EACH ADJACENT
DIAGONAL, FASTEN
2x P.T. BASE PLATE
SEE BEARING SCHED.
FOR A.B. INFO
)10
USE (4) 1 Od & (2) 1 Od
J -BOLT W/ MIN. 7"
@ 3" O.C.
EACH END REQUIRED
BASE
NAILS. UNDER
EMBED. @ 32" O.C. & 3"
AT ALL SHEATHING
TO DIAGONAL W/ (2)
W
1= .k SEE PLAN
i =: .k SEE PLAN
S 0 LY
WINDOW JAMBS ONLY
FROM EA.END
SHEATHING TO
PANELEDGES
2x4 BOTTOM PLATE,
16d NAILS
90
OVERLAP BOTTOM
PERPENDICULAR TO
CONNECT TO DOUBLE
SEE ARCHS FOR
PLATE 1 1/4" (MIN.)
VERTICAL WALL IF SHEATHING IS NOT
TOP PLATE W/ 16d
TRUSSES PER PLAN
LOW ROOF TRUSS SEE
FURRING AND
1x PT NAILER AS REQlD
CONTINUOUS TO
FRAMING MEMBERS BASE
PLATE, SP8 TOP AND
NAILS @ 6"O.C.
O.S.B, TO OVERLAP
FLOOR TRUSS PER
PLAN
TRUSS PLAN FOR
CONNECTIONS (IF
INTERIOR FINISH
BOTTOM ARE REQ'D
BOTTOM PLATE 1 1/4" WALL BRACING @ 48"
TRUSS IS CONT. BRG
CONT. #5 IN TIE BEAM
(MIN.) O.C. MAX. 45* FROM
MASONRY (SHOWN)
ON MASONRY USE MASONRY (SHOWN)
MASONRY WALL PER
=4' C.M.U. WALL PER PLAN
(2) 2x4 TOP PLATE
2x LEDGER TO UPPER HORIZONTAL (+/- 100)
OR WOOD WALL PER
META16 @ 24" O.C. OR OR WOOD WALL PER
PLAN
EXT. FINISH PER
BEARING WALL
FLOOR WALL W/ BRACE NOT REQUIRED
PLAN
ON WOOD USE HGA PLAN
V ARCHS
2x
1/4" X 3-1/2" SIMPSON 6'FROM EAVES.
Lr-
I=D
CLIPS @ 24" O.C.)
WITH ROOF LOAD
SDS SCREW @ 16" O.C.
I
I
L
C2
UT
SECTION @ RAISED HEEL TRUSS (VVS1,x S CTION @COMBO TRUSS WALL S LIC D TAILS (Vvt- Ile b U I 1UN (CV
NVI-W , U 1'4 1 U /-\ U V It 0M/AUI INU �U,) Z 0 1 Ur\ T 11- r\/-\IVI VV/ -\LL 0)
(2) 2x SYP #2 COLLIN
ON EITHER SIDE OF
GIRDER, PROVIDE
SUFFICIENT ROOM
FOR GIRDER HANG[
FLANGE. ATTACH
LEDGER TO EA.
COLUMN w/ (4) 1/4")
3-1/2" (8 TOTAL)
SIMPSON SIDS
SCREWS
1/2"=1'-0" 1/2"=l' -O" 1-1/2"=V-0" '0�
cn
00
6
44 �O r� _j z
IAKI��M M%1 Poo A � "t-
ki 1 nEzr"O E'A FC_F\1\�dF\ 1 0
- 2x8 #2 SPF MIN STUDS OZ ;0- <
FROM TOP OF WALL @ 16" O.C. PER PLAN C (2) 2x SPF TOP z
Z40 _j
LEDGER AT GIRDER �LD03 LEDGER @ OPEN TO LOW 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO
1-1/2"=V-0"
3/4"=11-0"
TOENAILS EACH SIDE
IF WALL SHEATHING IS
STOPPED BELOW
TO BOTTOM OF SILL
PLATES U.N.O.
PRE ENGINEERED
EXTERIOR SHEATHING
ROOF LINE
TRUSSES ARE
PLATE ATTACH PER
FROM TOP OF WALL
TRUSSES @ 24" O.C.
PARALLEL TO WALL
TRUSS PER PLAN
F
TO BOTTOM OF SILL
NAILING SCHEDULE
ROOF SHEATHING
MA . P
PLATE ATTACH PER 2x4 CONT. W/ (2) 12d
SYSTEM BELOW
ATTACHED PER
ROOF SHEATHING
NAILING SCHEDULE NAILS TO EACH STUD
12
NAILING SCHEDULE
ISIMPSON H2.5 EA.
JG
ATTACH PER NAILING
PER PLAN
SEE ARCHS FOR ROOF
WATERPROOFING AND
PLYWOOD FLOORING
SCHEDULE
2x4 CONT. W/ (2) 12d
SCHEDULE
TRUSS
NAILS TO EACH STUD
TRUSS
FINISH
PRE-ENGINEERED
X PRE-ENGINEERED
TRUSS PER PLAN
2x8 #2 SYP P.T. SILL
SEE PLAN FOR
TRUSS ANCHOR (SEE
F_ 1
2x6 #2 SYP CONT.
PLATE W/ Y2" EPDXY
PLAN)
& MORE INFO
LEDGER W/ (2) Y4"x3-1/2"
ANCHOR OR J -BOLT @
SIDS WOOD SCREWS @
32" O.C. W/ MIN. 7"
ROOF SHEATHING
BELOW
16" O.C. MAX. & 3"
EMBEDMENT & 6"
ATTACHED PER
FROM EA. END - USE
FROM EACH END
NAILING SCHEDULE
IRECESS
(3) SCREWS FOR 24
SIMPSON LUS26. USE
LEDGER INTO
LUS26-2 FOR 2PLY
TRUSS. VERIFY W/
ITRUSS
TRUSS
(2) 2x TOP PLATE
O.H.
SHOP
[E]O'c'
PER ELEV.
LEDGER PER PLAN
ffWINGS
2x8 SYP #2 LEDGER W/
(2) 2x HEADER SEE
2x #2 SPF STUDS @ 16"
MIN. (4) 16d NAILS TO
MASONRY WALL PER
PLAN FOR MORE INFO
O.C. w/ EXT. SHEATHING
EACH STUD (AT EACH
PLAN
& CONNECTIONS
FROM TOP OF WALL TO
2x SPF BASE
OPT. TRUSS
RECESS LEDGER
SIDE OF G.T. USE (4)
BOTTOM OF TRUSS/
16d NAILS)
PLATE
GIRDER SEE PLAN FOR
I I
WINDOW ATTACHMENT
PRE-ENGINEERED
FLOOR SYSTEM
KNEEWALL OR BEAM
INFO. IF WALL
WINDOW SEE PLAN
SHEATHING ISN'T CONT.
FOR LOCATION
I QTA1Q QTDADQ AD�
LEDGER AT GIRDER �LD03 LEDGER @ OPEN TO LOW 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO
1-1/2"=V-0"
3/4"=11-0"
TOENAILS EACH SIDE
IF WALL SHEATHING IS
STOPPED BELOW
GIRDER BELOW
SEE LD02/SD4 FOR
MORE INFO IF
PLATES U.N.O.
EXTERIOR SHEATHING
ROOF LINE
TRUSSES ARE
FROM TOP OF WALL
2x BASE PLATE W/ 12d
PARALLEL TO WALL
TO BOTTOM OF SILL
@ 24" O.C. TO FLOOR
ROOF SHEATHING
(2) 2x HEADER
SEE FLOOR PLAN
PLATE ATTACH PER 2x4 CONT. W/ (2) 12d
SYSTEM BELOW
ATTACHED PER
NAILING SCHEDULE NAILS TO EACH STUD
NAILING SCHEDULE
F
FOR MORE INFO
ROOF SHEATHING 2nd STORY WALL PER
PLYWOOD FLOORING
ATTACH PER NAILING PLAN
ISIMPSON H2.5 EA.
SEE FLOOR FRAMING
PLAN FOR MORE INFO
SCHEDULE
TRUSS
X PRE-ENGINEERED
TRUSS PER PLAN
SEE PLAN FOR
F_ 1
TRUSS DIRECTION
& MORE INFO
2x STUDS SEE PLAN
STUDS ABOVE ARE
TO ALIGN W/ STUDS
OL
PLATES U.N.O.
(2) 2x HEADER
SEE FLOOR PLAN
FOR MORE INFO
2x STUDS SEE PLAN
STUDS ABOVE ARE
TO ALIGN W/ STUDS
BELOW
B
2x SPF BASE
PLATE
I I
PRE-ENGINEERED
FLOOR SYSTEM
KNEEWALL OR BEAM
(2) 2x SPF TOP
PLATES U.N.O.
(2) 2x HEADER
2x STUDS SEE PLAN
STUDS ABOVE ARE TO
ALIGN W/ STUDS BELOW
SEE FLOOR PLAN
FOR MORE INFO
B
2x P.T. BASE PLATE
SEE BEARING SCHED.
FOR A.B. INFO
4t W
z
0
/I L M U_
U
C")
Nt
U
6
z
U 0
z
Q)
U 0
0
Z
z
< 0
2)
0
W .6
0 MW
z
t
z
0 (')
0
Cl)
SEE FOUND. PLAN FOR FTG. REQ. z
2x6 #2 SYP CONT. z _j 0
LEDGER W/ (2) %"x3-1/2" 0
SIDS WOOD SCREWS SIMPSON LUS26. USE FLOOR TRUSS; SEE FLOOR GIRDER SEE 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP
IRECESS LEDGER INTO @ LUS26-2 FOR 2PLY FRAMING PLAN FOR PLAN FOR A SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER F—
ITRUSS. VERIFY W/ 16" O.C. MAX. & 3" TRUSS DIRECTION AND CONNECTION MORE INFO MAX 6" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d Lij
TRUSS SHOP FROM EA. END - USE (3) CONNECTION DETAIL LLJ
ffWINGS SCREWS FOR 24" O.C. SEE TRUSS LAYOUT NAILS INTO HEADER IF PORTIONS OF THIS WALL
2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION U)
MIN. (4) 16d NAILS TO MASONRY WALL PER & CONNECTION INFO SEE CHART FOR REQUIRED JACKS IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT.
EA. TRUSS, 24"O.C. PLAN @) KINGS # OF STUDS TO MATCH FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER
MAX. (AT EA. SIDE OF BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO
OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) BOTTOM OF FLOOR SYSTEM
IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY
UNDER 2ND STORY COLUMNS, PROVIDE
SOLID BLOCKING WITHIN FLOOR SYSTEM
2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION.
16�04 LEDGER LOW ROOF PF�l TYPICAL CONNECTION GIRDER OR BEAM AR 0
3/4"=11-0" 3/4"=V-0" 1 I= 1 1-011 z
F -
Z 0
0
W
Lc) 0
0000
04
IM
z
F— 0 LLJ
b -j
LU 0 0
n 0
0
C�
STRUCTURAL ENG: C FG BAD
-STRUCT: TW
QC CHECK: MRB
JOB No. TM- 2170448
SCALE: AS INDICATED
-----------------
DATE: 03/27/2017
SD6
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
d1_--_____111_-11____- L, . ..... ..
STANDARD (3) 2X12
MIN. (3) 2x SYP #2 STRINGERS W/ LLJ
STUDS REQ'D @ END SIMPSON A34 CLIP TO
FLOOR SYSTEM
OF LANDING W/ MIN. (6)
16d NAILS FROM
LEDGER TO STUD
PACK .. ... ..... .
LINE UP 2xJOIST IN
LINE WITH MIDDLE
STANDARD (3) 2X12 2x12 STRINGER TO BE
STRINGERS W/ UTILIZED AS BLOCKING
SIMPSON A35 / A34 z
CLIP TO FLOOR 0
SYSTEM & LANDING 2xJOISTS @ LANDING
FRAMING @ 16"O.C. W/ SIMPSON
z A35 OR LUS26 HANGER
9 ON EACH SIDE
z W
U W
0
6" MIN.
-All
(2) 2x BEAM PER 2xJOIST (P.T. IF
SCHEDULE REQ'D @ 1-01, MAX ATTACHING TO W
END OF LANDING FOR WIDTH OF LAN[r! MASONRY WALL) CONT
STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d
CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX.
TO BEAR DIRECTLY ON DEPTH W/ (3) 1 Od TO EACH STUD. ((2) 1/4"
BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" Uj 0)
CY)
BELOW O.C. MAX. FOR
Zz
MASONRY WALL) 10" MIN. % Ui 00
A -A PLAN VIEW @ 90 DEGREE TURN LANDING '7-,
%W�� _j 0
ea :2 co j 3: z
SEE SCHEDULE FOR MAX WIDTH OF LANDING <
Uj Co
z 0 _j
MIN. (3) 2x SYP #2 OF) z W
STUDS REQ'D @ ENID z
OF LANDING W/ MIN. (E!I) 3/4" PLYWOOD OR OSB a see
0
16d NAILS FROM SEE PLAN FOR DEPTH SHEATHING OVER j
LEDGER TO STUD OF LANDING LANDING ATTACHED STAIR WINDER DETAIL M U_
PER GENERAL FLOOR
PACK
CONSTRUCTION
NOTES
MID SPAN BLOCKING PLYWOOD SHEATHING 0
0 MATCH JOIST
DEPTH W/ (3) 1 Od 2xJOIST LEDGER (P.T. OVER LANDING
STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER
MASONRY WALL) GENERAL FLOOR
SYP #2 STRINGERS W/
CONSTRUCTION U C)
SIMPSON A34 / A35 T_
Z NOTES 6
CLIP TO FLOOR
16" O.C. z
SYSTEM & LANDING 0 z MAX U 0
FRAMING U_ :5 BEAM @ END OF
W U_ LANDING PER
_j
co 0
SCHEDULE Zo
0
Uj
z
SEE PLAN FOR
MASONRY WALL OR 0
WOOD WALL SIMPSON A35
BI B CONNECTIONS
MASONRY WALL OR
(2) 2x BEAM - PER 2x JOIST (P.T. IF FRAME WALL BEYOND
SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO z
END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT 9
STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER W/ (3) 16d B -B CROSS SECTION OF BEAM TO LEDGER U) U)
CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. W
TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" C)
BUILT UP COLUMNS x 3 1/2" TITENS @ 16" 06
BELOW O.C. MAX. FOR STRINGERS TO BE z
A -A PLAN VIEW 180 DEGREE TURN LANDING MASONRY WALL) NOTCHED AT LANDING
LU
SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS 0 U)
z
n
BEAM/JOISTS REQUIREMENT AT LANDING
HEIGHT OF STAIRS
A35 @ EA. STRINGER
JOISTS
MAX WIDTH
AT LANDING
TO LANDING
(#2 SYP)
OF LANDING
SEE ARCHS. FOR MAX.
2x8
81-0"
12'-0"
RISE OF STEPS AND
2x6
6'-0"
(1) 2x12
(1) 2x8
MIN. TREAD DEPTH
4'-0"
3/4" O.S.B. W/ 8d NAILS
(3) 2x12
2x8
@ 3" O.C. TOP AND
111-01,
(2) 2x12
2x6
BOTTOM CHORD
(1) 2x12
(1) 2x8
2x6
4'-0"
7
I -JOIST PER FRAMING
7 7
(3) 2x12
2x8
PLAN W/ SQUASH
101-01,
(2) 2x12
2x6
BLOCK OR
(1) 2x12
(1) 2x8
2x6
4'-0"
BEAM/FLOOR TRUSS
(3) 2x12
2x12
PER PLAN
(2) 2x12
2x8
71-0"
(1) 2x12
(1) 2x8
2x6
PENDING LANDING
(3) 2x12
HEIGHT AND PLAN
91-011
(2) 2x12
2x8
LAYOUT. HEADER
8'-0"
(1) 2x12
(1) 2x8
2x6
WITHIN SUPPORT
(3) 2x12
WALL COULD BE
91-01,
(2) 2x12
2x8
REQUIRED. SEE PLAN
2x12 STRINGERS ONE
(1) 2x12
(1) 2x8
2x6
FOR REQUIRED
6'-0"
(2) 2x12
HEADER AND
ON EACH SIDE AND
(1) 2x12
(1) 2x8
2x6
SUPPORT
ONE @ MID -SPAN
AF
(2) 2x12
A INF R AT
A?4 @ EA. STRINGER
(1) 2x12
(1) 2x8
2x6
6-13"
TO LANDING
2x4 #2 SPF STUDS
2x ATTACHED TO
NAILS
GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS,
2x JOIST (P.T. IF
STRINGER
ATTACHING TO
2x6 VERTICAL @ 6'-0"
MASONRY WALL) CONT
2x4 SILL PLATE W/ (2)
2x4 #2 SPF STUDS @
SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF
LEDGER w/ (3) 16d
2x12 STRINGERS ONE
NAILS @ 16" O.C. MAX.
ON EACH SIDE AND
O.C. MIN. AND @ ANY
TO EACH STUD. ((2) 1/4"
ONE @ MID -SPAN
24" O.C. W1 (2) 12d
AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND
x 3 1/2" TITENS @ 16"
O.C. MAX. FOR
OPENING W/IN
(2) 2X BEAM PER
MASONRY WALL)
A35 CONNECTION
SCHEDULE @ END OF
LANDING FOR
HANDRAIL
NOTCH SILL PLATE
STRINGERS TO
WOOD OR MASONRY
2X8 P.T. SPF #2 (MIN.)
CONNECT TO. BEAM
WALL SEE PLAN FOR
LET -IN FASTEN TO
TO BEAR DIRECTLY ON
MORE INFO
SLAB USING MIN. (4) 4
FOR VERTICAL
BUILT UP COLUMN
2x JOIST PER
X 3" EVENLY SPACED
BELOW.
SCHEDULE
TAPCONS @ MIN. END
MIN. (3) 2x4 SPF #2
DISTANCE OF 1-1/2"
COLUMN
PLYWOOD FLOORING
HEIGHT OF LANDING
BEAM/JOISTS REQUIREMENT AT LANDING
HEIGHT OF STAIRS
BEAM
JOISTS
MAX WIDTH
AT LANDING
(#2 SYP)
(#2 SYP)
OF LANDING
(3) 2x12
2x8
81-0"
12'-0"
(2) 2x12
2x6
6'-0"
(1) 2x12
(1) 2x8
2x6
4'-0"
(3) 2x12
2x8
8'-0"
111-01,
(2) 2x12
2x6
6'-0"
(1) 2x12
(1) 2x8
2x6
4'-0"
(3) 2x12
2x8
8'-0"
101-01,
(2) 2x12
2x6
6'-0"
(1) 2x12
(1) 2x8
2x6
4'-0"
(3) 2x12
2x12
91-01,
(2) 2x12
2x8
71-0"
(1) 2x12
(1) 2x8
2x6
51-01,
(3) 2x12
2x8
91-011
(2) 2x12
2x8
7'-0"
8'-0"
(1) 2x12
(1) 2x8
2x6
51-01,
(3) 2x12
2x12
91-01,
(2) 2x12
2x8
7'-0"
71-0"
(1) 2x12
(1) 2x8
2x6
6-0"
6'-0"
(2) 2x12
2x8
81-011
(1) 2x12
(1) 2x8
2x6
6-0"
5'-0" OR LESS
(2) 2x12
2x8
91-01,
(1) 2x12
(1) 2x8
2x6
6-13"
BASE PLATE PER FLOOR PLAN NOTE: PLAN tQUALLY SCALE: AS INDICATED
ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN D . AT - E 03/27/2017
2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE
3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS
STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM, NAIL
,_�01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. (ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR
K:��)(S 3/4"= 1 1-01, 4. BEAM TO BEAR ON SUPPORT COL-UMN W/ (3) 16d TOENAILS (BLOCK SOLI D 3/4"=1 1-011 N.T.S.
UNDER BEAMS LESS THAN 2x12) 111'� I ST1
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC is strictly prohibited.
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SEE ARCH PLAN
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ATTACH TOP PLATE TO
STUDS W/ (2) 16d TOE
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2x6 VERTICAL @ 6'-0"
@ 24" O.C.
2x4 SILL PLATE W/ (2)
2x4 #2 SPF STUDS @
SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF
O.C. MIN. AND @ ANY
10d NAILS @ 4" O.C.
24" O.C. W1 (2) 12d
AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND
OPENING W/IN
(NOTCHED @ 2x6
TOENAILS BOTTOM
TABLE R301.5 (FBC 5TH EDITION)
HANDRAIL
NOTCH SILL PLATE
VERTICAL LOCATIONS).
KNEEWALL
FOR VERTICAL
NOTCH SILL AND
PLYWOOD FLOORING
TO ALLOW VERTICAL
2x L -BRACE W/ 12d
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FACE OF TRUSS
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SIDS WOOD SCREWS
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ATTACH TOP PLATE TO
FACE OF TRUSS
STUD TO BE
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STUDS W/(2)16d TOE
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NAILS
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BELOW (OTHERWISE
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24" O.C. W/ (2) 12d
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NOTCH SILL AND
10d NAILS @ 4" O.C.
FLOOR SHEATHING
iaz
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O.C.
TO ALLOW VERTICAL
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ATTACH 2x4 TO TRUSS
STRUCTURAL
ENG:
CFG BAD
TO SLIDE DOWN TO F
W/ (2) Y4"xT' SIDS
DRAFTING:
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FACE OF TRUSS
SCREWS EQUALLY
STRAP (1 EA. SIDE OF
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CHECK:
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TO TRUSS W/ (3) Y4" x 3"
L -BRACE @ 6-0" O.C. &
FLOOR BEAM CONDITION \�
SIDS WOOD SCREWS
@ ANY OPENING
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No.
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FLOOR BEAM SEE
.
BASE PLATE PER FLOOR PLAN NOTE: PLAN tQUALLY SCALE: AS INDICATED
ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN D . AT - E 03/27/2017
2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE
3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS
STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM, NAIL
,_�01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. (ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR
K:��)(S 3/4"= 1 1-01, 4. BEAM TO BEAR ON SUPPORT COL-UMN W/ (3) 16d TOENAILS (BLOCK SOLI D 3/4"=1 1-011 N.T.S.
UNDER BEAMS LESS THAN 2x12) 111'� I ST1
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC is strictly prohibited.