456 Red Rose Ln 17-2109 (a)D
THORNBrxOOK 40's
COMMUNITY SPECIFIC
STANDARD SPECIFICATIONS REDRAW NOTES
MONO FOOTING, ALUMINUM OVER 2x6 5U5 FA5CIA,
5HINGLE ROOF, ELECTRIC HEAT, �O GAL, ELECTRIC W.H.,
200 AMP 5ERVICE/PANEL BOX, PAVER DRIVE, PAVER
LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAL
GENERAL CON5TRUCTION NOTE5:
CHAPTERS AND SECTIONS REFER TO FB.C.R, - �TH EDITION (2014). NOTE: ANY DIMEN61ON5 AND/OR CALLOUIT6 WITHIN TH16 SET OF DRAWING6 REFERENCING LUMBER SIZES OR WALL THICKNE65 ARE
TO 15E CONSIDERED "NOMINAL DIMENSIONS"
LOT 151 THORNBROOKE 40 S OCCUPANCY AND CON6TRUCTION TYPE:
TH16 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-13 CLASSIFICATION.
EXTERIOR WALL ENVELOPE:
BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 10114 OF THE F,5.C,-5UILDING BY PROVIDING ALL DETAILS L15TED UNDER TH15 SECTION, INCLUDING BUT
DARLINGTON 2585 ELEV. A NOT LIMITED TO, THE MANUFACTURER�5 INSTALLATION IN5TRUCTION6AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE616TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED.
CEILING CON5TRUCTION:
1. THE GARAGE SHALL BE SEPARATED FROM THE RE51DENCE AND ITS ATTIC AREA BY NOT LE56 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH
HABITABLE ROOM$ SHALL BE SEPARATED FROM ALL WA5ITA5LE ROOMS ABOVE BY NOT LE66 THAN 5/a INCH (153 mm) TYPE `X` GYPSUM 50ARD OR EQUIVALENT. WHERE THE SEPARATION 15 A
FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH
GARAGE RIGHT F.B.C.R. - �TH EDITION (2014) R1023.�,
EXTERIOR FIN15HE5:
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.5.C,R. - 5TH EDITION (2014) R103b.1 AND A6TM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE
OF CORRO61ON-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAIL$ HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES
TAYLOR MORRISON 5PACED NO MORE THAN & INCHES, OR AS OTHM15E APPROVED.:TWICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6,2 AND A6TM C �26,
PER F.B.C.R. 5TH EDITION (2014) R103.61I WEEP 6CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE516TANT WEEP 5CREED OR PLASTIC WEEP 6CREED 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 A5TM C �26, THE WEEP 5CREED SHALL BE
PLACED A MINIMUM OF 4 INCHES A50VE THE EARTH OR 2 INCHES ABOVE PAVED AREAS, THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL
COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER FB.C.R. �TH EDITION (2014) R103,63 WATER RE516TIVE BARRIERS INSTALLED OYER WOOD BASED SHEATHING SHALL
INCLUDE A WA I ER RE615TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R, 5TH EDITION (2014) 03.65 OR IN
ACCORDANCE WITH A51M C (Nb
5TUCCO CONTROL JOINT5;
STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1,11.4,1 THRU 1.11,4� AT FRAMED WALL$ TO DELINEATE AREA$ NOT MORE THAN 144 6F. AND DELINEATE AREAS NOT MORE THAT 100
-TO-WIDTH RATIO OF 2 1/2 TO 1, A CONTROL JOINT SHALL BE
6F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINT6SHALL NOT XCEED 18 FT. IN EITHER DIRECTION OR A LENGTH
WATAI I rr) Alt:V: rl: I] K14. =Wkir. tic micown ruAkir= niomrTi/w Akin ijiucor cvoweimi inwT ntri=, IM M A 01: MVTC01/)0 III Al I III A I 1 /)0 10 AQ*r1TV)t,1 LJMI/'.UT r)n/)C =AMMC, aLl A I I tzr
06-IV1 CREATED LOT 5PECIFIC PLAN FOR LOT 151 IN
THORNBROOKE 40'e, ELEVATION "A", GARAGE
RIGHT W1 PLAN OPTION5 INCLUDING: UNDER
AND ABOVE CABINET LIGHTING IN KITCHEN,
FRONT DOOR GLA55 IN5ERT, RAILING AT MAIN
AND UPPER FLOOR5, (1) CEILING PAN
PRE-WIRE5, (2) FLOOD LIGHT5, (12) RECE55ED
CAN LIGHT5, DEN, TRAY CEILING IN MA5TER
5UITE, 9'POCKET 5LIDER AT FAMILY ROOM,
VENT HOOD / MICRO TO OUT51DE AND WATER
5OFTENER LOOP AND DRAIN,
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SLAB INTERFACE PLAN
MAIN FLOOR PLAN NOTES
FLA5HING:
1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGE$ IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS.
2. APPROVED CORRO61ON-RE516TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO
THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO61ON-RE515TANT FLASHING SHALL BE
INSTALLED AT ALL REQUIRED LOCATIONS FIER R103.8.
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REVISIONS
DRAWING
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CONSIDERED A$ CONTROL JOINTS.
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1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE65 CODES, IF THERE 15 NO ACCE65 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF
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44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM
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06-IV1 CREATED LOT 5PECIFIC PLAN FOR LOT 151 IN
THORNBROOKE 40'e, ELEVATION "A", GARAGE
RIGHT W1 PLAN OPTION5 INCLUDING: UNDER
AND ABOVE CABINET LIGHTING IN KITCHEN,
FRONT DOOR GLA55 IN5ERT, RAILING AT MAIN
AND UPPER FLOOR5, (1) CEILING PAN
PRE-WIRE5, (2) FLOOD LIGHT5, (12) RECE55ED
CAN LIGHT5, DEN, TRAY CEILING IN MA5TER
5UITE, 9'POCKET 5LIDER AT FAMILY ROOM,
VENT HOOD / MICRO TO OUT51DE AND WATER
5OFTENER LOOP AND DRAIN,
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1 -
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UtNtKAL NU I t�), INUtAl �)FtUNUA I IUM)
SLAB INTERFACE PLAN
MAIN FLOOR PLAN NOTES
FLA5HING:
1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGE$ IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS.
2. APPROVED CORRO61ON-RE516TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO
THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO61ON-RE515TANT FLASHING SHALL BE
INSTALLED AT ALL REQUIRED LOCATIONS FIER R103.8.
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REVISIONS
DRAWING
INDEX
CONSIDERED A$ CONTROL JOINTS.
EGRE55;
1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE65 CODES, IF THERE 15 NO ACCE65 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF
44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM
06-IV1 CREATED LOT 5PECIFIC PLAN FOR LOT 151 IN
THORNBROOKE 40'e, ELEVATION "A", GARAGE
RIGHT W1 PLAN OPTION5 INCLUDING: UNDER
AND ABOVE CABINET LIGHTING IN KITCHEN,
FRONT DOOR GLA55 IN5ERT, RAILING AT MAIN
AND UPPER FLOOR5, (1) CEILING PAN
PRE-WIRE5, (2) FLOOD LIGHT5, (12) RECE55ED
CAN LIGHT5, DEN, TRAY CEILING IN MA5TER
5UITE, 9'POCKET 5LIDER AT FAMILY ROOM,
VENT HOOD / MICRO TO OUT51DE AND WATER
5OFTENER LOOP AND DRAIN,
L,UV -
1 -
2A1 -
UtNtKAL NU I t�), INUtAl �)FtUNUA I IUM)
SLAB INTERFACE PLAN
MAIN FLOOR PLAN NOTES
FLA5HING:
1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGE$ IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS.
2. APPROVED CORRO61ON-RE516TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO
THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO61ON-RE515TANT FLASHING SHALL BE
INSTALLED AT ALL REQUIRED LOCATIONS FIER R103.8.
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WINDOW IN5TALLATION;
JOB NUMBER 27002.231
CAD FILE NAME LOT 151
ISSUED 06-19-17
REVISED
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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 aq 0 z
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DWELLING / GARAGE OPENING5: -Z M S?
on D C
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 60LID WOOD DOORS NOT LE56 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOOR$ 13 S�
2B2 - UPPER FLOOR PLAN DIMENSIONS :0 U_
NOT LE55 THAN 13/6' THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL05ING DEVICE, CD 011111111 1/1 m
2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS FLOOD ZONE REQUIREMENT5:
PLAN MEETS OR EXCEEDS FEMA FLOOD FIN16HED GARAGE FLOOR ELEVATION. CD %
cr; C-2
3AI FRONT ELEVATION 45PHALT 5HINGLE5 (IF APPLICABLE): a.. S
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1. WIND RE615TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5,2.6 AND z
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3A2 ELEVATIONS, ROOF PLAN, BUILDING SECTION 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF 5LOPE6 FROM TWO UNITS VERTICAL IN 12 UNITS 0
HORIZONTAL (2:12) AND LE56 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYER$ CF UNDERLAYMENT COMPLYING WITH A6TM D 226, TYPE I OR TYPE 11, A51M D 4869, rYn 11 OR
3A3 FLASHING DETAILS TYPE IY OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION RW5.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF
UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A57M D 4L%5, TYPE IY OR A5TM D 615116 REQUIRED IN ACCORDANCE WITH SECTION R90521.
3A4 - FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE):
THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 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 Vm) 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.1.3
OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120, REQUIRED UNDERLAYMENT PER F]5,CR, - 5TH EDITION (2014) R905.33 SHALL CONFORM WITH A57M D 226, TYPE 11; A6TM D 2626, TYPE 11; OR A5TM
f'*'A D 1910 OR A5TM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR6A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE
4B - UPPER FLOOR ELECTRICAL PLAN INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH SECTION R301,213 OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120,
CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE):
1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND V-01' PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST 15E 2'-0" HIGHER
THAN THE ROOF OR RIDGE THAT 15 104" AWAY OR CLOSER.
RECORD COPY TUB AND 5HoWER AREA5:
1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C12M, C1325, OR C1116 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER
RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND $HOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 0
TERMITE PROTECTION: rvol
REVIEWED FOR CODE COMPLIANCE 1, PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA5-ON-GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 601L TREATMENT 16 USED FOR
SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE66 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U61NG A NON-CORRO51VE CLAMPING DEVICE TO
PLANS EXAMINER ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE NO TERMITICIDE6 SHALL BE APPLIED INSIDE THE SLEEVE. 0
LQ .5 - %1 2, PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRR16ATION / SPRINKLER SYSTEM RISER$ FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D150HARGE AT LEAST I FOOT
DATE (305 mm) AWAY FROM TH; STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCK$, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH
EAVES OF LE66 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE$ OR ON A ROOF ABOVE ANOTHER ROOF.
MECHANICAL AND HVAC:
1, ENERGY CALCULATION$ FOR HEATING AND COOLING CAPACITIES SHALL BE FUFN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH16 PLAN SET AT THE TIME OF APPLICATION FOR
SANFORD ILDINQ PERMIT. Tmmq
-BU DIVISION 2. MECHANICAL APPLIANCES SHALL BE ACCE661BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACIED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES Ln
LICENSE TO PROCEED WITH THE WORK AND NOT AS (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 61DE TO 65RVICE AN APPLIANCE.
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL5 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, 026 GAUGE (04 mm) SHEET STEEL
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL OR OTHER APPROVED MATERIAL AND SHALL HAVE No OPENINGS INTO THE GARAGE.
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) A50VE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE
REQUIRING A CORRECTION OF ERRORS IN PLANS, MANUFACTURER'S INSTALLATION INSTRUCTIONS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE 5. AUXILIARY DRAIN PAN. CATEGORY IY CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE To ANY BUILDING COMPONENT WILL OCCUR AS A RESULT
OF 6TOPP46E IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PAN5 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 6ECTION6 M14113,
COMPACTION TEST EXHAU5T FAN5 AND VENTING:
REQUIRED 1, OUTDOOR DISCHARGE THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGE[) To THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE
Results to be Verified VENT OR CRAWL SPACE,
at Slab Inspection 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE61DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE
OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN61DE THE BUILDING,
3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 3� FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH
OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (624 mm) FOR EACH 90 DEGREE (1b RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST
DUCT DOES NOT INCLUDE THE TRAN51TION DUCT, EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 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 B006TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES
DRYER 5005TER PAN 16 INSTALLED AND NOT READILY ACCE5615LE FROM THE ROOM IN WHICH THE DRYER 16 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE
THE EXHAUST DUCT ENTER$ THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN."
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC, T1 TLE
SANFORD COVER SHEET
ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES
R
155UANCE OF PLANS FROM TH16 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE
5UILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY P15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT
TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGE5,NOT RELATED TO THE
# 7 - 2 1 G 9 CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY
OTHER PARTY OTHER THAN THE DRAFTER'$ OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE,
SHEET
REV. 0-221-2016 cov
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DAVIS BjEWS
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L50 STATE STPLEET FAST
OLDSMAR, RDRMA 34677
813. 925.1300 TF -L
813. 925. 1800 FAX
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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 aq 0 z
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DWELLING / GARAGE OPENING5: -Z M S?
on D C
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 60LID WOOD DOORS NOT LE56 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOOR$ 13 S�
2B2 - UPPER FLOOR PLAN DIMENSIONS :0 U_
NOT LE55 THAN 13/6' THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL05ING DEVICE, CD 011111111 1/1 m
2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS FLOOD ZONE REQUIREMENT5:
PLAN MEETS OR EXCEEDS FEMA FLOOD FIN16HED GARAGE FLOOR ELEVATION. CD %
cr; C-2
3AI FRONT ELEVATION 45PHALT 5HINGLE5 (IF APPLICABLE): a.. S
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1. WIND RE615TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5,2.6 AND z
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3A2 ELEVATIONS, ROOF PLAN, BUILDING SECTION 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF 5LOPE6 FROM TWO UNITS VERTICAL IN 12 UNITS 0
HORIZONTAL (2:12) AND LE56 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYER$ CF UNDERLAYMENT COMPLYING WITH A6TM D 226, TYPE I OR TYPE 11, A51M D 4869, rYn 11 OR
3A3 FLASHING DETAILS TYPE IY OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION RW5.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF
UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A57M D 4L%5, TYPE IY OR A5TM D 615116 REQUIRED IN ACCORDANCE WITH SECTION R90521.
3A4 - FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE):
THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 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 Vm) 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.1.3
OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120, REQUIRED UNDERLAYMENT PER F]5,CR, - 5TH EDITION (2014) R905.33 SHALL CONFORM WITH A57M D 226, TYPE 11; A6TM D 2626, TYPE 11; OR A5TM
f'*'A D 1910 OR A5TM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR6A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE
4B - UPPER FLOOR ELECTRICAL PLAN INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH SECTION R301,213 OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120,
CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE):
1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND V-01' PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST 15E 2'-0" HIGHER
THAN THE ROOF OR RIDGE THAT 15 104" AWAY OR CLOSER.
RECORD COPY TUB AND 5HoWER AREA5:
1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C12M, C1325, OR C1116 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER
RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND $HOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 0
TERMITE PROTECTION: rvol
REVIEWED FOR CODE COMPLIANCE 1, PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA5-ON-GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 601L TREATMENT 16 USED FOR
SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE66 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U61NG A NON-CORRO51VE CLAMPING DEVICE TO
PLANS EXAMINER ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE NO TERMITICIDE6 SHALL BE APPLIED INSIDE THE SLEEVE. 0
LQ .5 - %1 2, PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRR16ATION / SPRINKLER SYSTEM RISER$ FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D150HARGE AT LEAST I FOOT
DATE (305 mm) AWAY FROM TH; STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCK$, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH
EAVES OF LE66 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE$ OR ON A ROOF ABOVE ANOTHER ROOF.
MECHANICAL AND HVAC:
1, ENERGY CALCULATION$ FOR HEATING AND COOLING CAPACITIES SHALL BE FUFN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH16 PLAN SET AT THE TIME OF APPLICATION FOR
SANFORD ILDINQ PERMIT. Tmmq
-BU DIVISION 2. MECHANICAL APPLIANCES SHALL BE ACCE661BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACIED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES Ln
LICENSE TO PROCEED WITH THE WORK AND NOT AS (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 61DE TO 65RVICE AN APPLIANCE.
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL5 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, 026 GAUGE (04 mm) SHEET STEEL
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL OR OTHER APPROVED MATERIAL AND SHALL HAVE No OPENINGS INTO THE GARAGE.
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) A50VE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE
REQUIRING A CORRECTION OF ERRORS IN PLANS, MANUFACTURER'S INSTALLATION INSTRUCTIONS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE 5. AUXILIARY DRAIN PAN. CATEGORY IY CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE To ANY BUILDING COMPONENT WILL OCCUR AS A RESULT
OF 6TOPP46E IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PAN5 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 6ECTION6 M14113,
COMPACTION TEST EXHAU5T FAN5 AND VENTING:
REQUIRED 1, OUTDOOR DISCHARGE THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGE[) To THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE
Results to be Verified VENT OR CRAWL SPACE,
at Slab Inspection 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE61DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE
OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN61DE THE BUILDING,
3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 3� FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH
OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (624 mm) FOR EACH 90 DEGREE (1b RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST
DUCT DOES NOT INCLUDE THE TRAN51TION DUCT, EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 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 B006TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES
DRYER 5005TER PAN 16 INSTALLED AND NOT READILY ACCE5615LE FROM THE ROOM IN WHICH THE DRYER 16 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE
THE EXHAUST DUCT ENTER$ THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN."
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC, T1 TLE
SANFORD COVER SHEET
ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES
R
155UANCE OF PLANS FROM TH16 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE
5UILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY P15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT
TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGE5,NOT RELATED TO THE
# 7 - 2 1 G 9 CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY
OTHER PARTY OTHER THAN THE DRAFTER'$ OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE,
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WAVE WALL5, UNDER-6TAIR 5UIZ-AGE AND ANY 5OFFIT
PROTECTED ON THE ENCL05ED 51DE W1 1/2 INCH GYP5UM
BOARD PER F.5 -C-R, - 5TH EDITION (2014) R302.1
ALL GUARDRAII-5 AND HANDRAII-5 TO
COMPLY WITH FBC R301 AND TABLE
R301.5 PER F,5,CR, - 5TH EDITION (2014).
* * * * * * * I
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36" H. CONTINUOU5
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STAIR SECTION.
5CALE: 1/4" : 1411
42" H,
RAILING
PLAN DETAILS-
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GARAGE RIGHT
JOB NUMBER 27002,2J1
CAD FILE NAME LOT 151
ISSUED 06-19-17
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RA15ED
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TEXTURED BANDING
IN5TALLATION OF EXTERIOR LATHING AND FRAMING
APPLICATION REQUIREMENT5 TO BE PER F.B.C.R - 5TH
3/4 EDITION (2014) R103.6.1 AND A6TM C 1063,
THICK THICKNE66 OF TEXTURED FIN16H OVER FRAME
APPLICATION TO BE PER FB.C.R. - 5TH EDITION (2014)
R10310 AND A5TM C �26.
TYP. CROSS-SECTION OF RAISED
TEXTURED FINISH BANDING AND
OR SAND FINISH KEYSTONE
6CALE: 3" -- 1'-0"
GLEAR OPENING HEIGHT5
IN DWELLING UNIT6, WHERE THE OPENING OF AN OPERABLE
WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE
FIN15HED GRADE OR 5URFACE BELOW, THE LOWE6T PART
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5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT
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WINDOW FALL PREVENTION DEYICE5 AND WINDOW GUARD5,
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AB NUMBER 27002.2.31
CAD FILE NAME LOT 151
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------------------- --------- -
LANAIROOF
VENT REQUIREMENTS
4:12 VENTILATION CALCULATIONS
ATTIC AREA = 139 SQ. FT. 1300 = 0.46 SQ. Fr.
X 144 = 67 SQ, IN.
6:12
6:12 Lu — — — — — — — — — — — — — — — — — — HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ, IN.
2 i # UPPER 213 ROOF VENTS REQUIRED = I
?w -A TOTAL SOFFIT VENTILATION NEEDED 7 SQ. Fr.
UPPER ROOF
VENT REQUIREMENTS
VENTILATION CALCULATIONS
ATTIC AREA = 1464 SQ, FT. 1300 = 4.88 SQ, FT.
X 144 = 703 SQ. IN.
HALF AT UPPER Z13 ROOF VENTS = 351.36 SQ. IN.
# UPPER 2/3 ROOF VENTS REQUIRED = 3
TOTAL SOFFIT VENTILATION NEEDED 68 SQ, FT.
VENT CALCULATIONS BASED ON THE FOLLOWING
* 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT
* 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT
G.C. VERIFY QUANTITY OF ROOF SOFFIT VENTS
REQUIRED, PER MANUFACTUREWS SPECIFICA TIONS
OF NET FREE AREA PER VENT.
b: 12
Lu
----------
- - - - - - - - - - - - - - - - - -
----------
6: 12
6:12 6:12
LOWER ROOF
VENT REQUIREMENTS
VENTILATION CALCULATIONS
ATTIC AREA = 529 SQ, FT. / 300 1.76 SQ, Fr.
X 144 = 254 SQ. IN.
HALF AT UPPER 2/3 ROOF VENTS = 126,96 SQ. IN. - - - - - - - - - - - - - - - - - -
- - - - /-\- - - - - 4�
# UPPER 2/3 ROOF VENTS REQUIRED - I
TOTAL SOFFIT VENTILATION NEEDED 25 SQ, FT.
TYR
OVERHANG
AT HIP
(UND.)
ROOF PLAN
SCALE: 1/8" -- I'-0`
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SAND FIN15H
KEYSTONE
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INSTALLATION OF EXTERIOR LATHING AND FRAMING
APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH
3/4 EDITION (2014) R103.6,1 AND A6TM G 1063.
THICK THICKNESS OF TEXTURED FIN16H OYER FRAME
APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014)
R103!62 AND A5TM C 926,
TYP. CROSS-SECTION OF RAISED
TEXTURED FINISH BANDING AND
r% r% r% A k 1 r% r -T h I T t� 1 1 lZI-XIt�-117rN K I r!
SCALE: 3" z 1'-0"
CLEAR OPENING HEIGHT5
IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE
WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE THE
FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART
OF THE CLEAR OPENING OF THE WINDOW SHALL BE A
MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT
ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE
SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE
FINISHED FLOOR PER F,5,C.R. - 5TH EDITION (2014) R3122
WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS,
WHERE PROVIDED, SHALL COMPLY WITH THE
REQUIREMENTS OF A5TM F 2RO PER F.5.CR - 5TH EDITION
(2014) R3122
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OF THE CLEAR OPENING OF THE WINDOW SHALL BE A
MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT
ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE
SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE
FINISHED FLOOR PER F,5,C.R. - 5TH EDITION (2014) R3122
WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS,
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REQUIREMENTS OF A5TM F 2RO PER F.5.CR - 5TH EDITION
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SCALE: 1/61' - I'-011
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SCALE: 1/61' - I'-011
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JOB NUMBER 27002.231
CAD FILE NAME LOT 151
ISSUED 06-19-17
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TITLE
SIDE ELEVA TIONS
ROOF PLAN
DETAILS
BUILDING SECTION
DAVIS BEWS
DESIGN GROVP
150 STATE STPLEET EAST
0UXA4W&0RWA 34677
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TITLE
SIDE ELEVA TIONS
ROOF PLAN
DETAILS
BUILDING SECTION
BUILDING WRAP TO GO OVER FLASHING
FLASHING TO BE FLEXIBLE SELF
ADHESIVE TYPE (MIN 6" WIDE)
PRECAST LINTEL
15/32 O.S.B. SHEATHING
BUILDING WRAP BEYOND
PROVIDE $ELF ADHERED Z A
FLASHING UNDER S.G.D. AS v RUBBER MEMBRANE BEYOND
SHOWN, PROVIDE -1" BEAD OF
CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER
UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING
AND RETURN UP JAMB 6". USE AND DECK FLASHING.
LIQUID NAIL BRAND OR EQUAL EXTERIOR FINISH
WATER PROOF CAULKING PER BUILDER
L
ou uc/
DOE
PROVIDE SELF ADHERED
FLASHING
2X4'S @ 16" O.C. BRG EXT WALL
FLASHING TO EXTEND 36"
7/16" O.S.B. SHEATHING
BUILDING WRAP BEYOND
FLASHING.
CEMENT PLASTER STOP
WATERPROOF MEMBRANE
LAPPING DOWN OVER RIM JOIST
EXTERIOR FINISH
PER BUILDER
CEMENT PLASTER
FINISH
TYPICAL DOOR FLASHING AT BALCONY
PROVIDE FLASHING
x
2
BOOT AT POSTS
/-WATERPROOF
MEMBRANE
Lc)
00100
7/16" O.S.B. SHEATHING
1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH
FLASHING TO FORM WATER SHEDDING LAPS
FLASHING.
LAPPING DOWN OVER RIM JOIST
CEMENT PLASTER
FINISH
TYPICAL DOOR FLASHING AT BALCONY
TYPICAL FLASHING AT BALCONY
x
2
TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING
WALL COVERING
Lc)
00100
1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH
FLASHING TO FORM WATER SHEDDING LAPS
0
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FOLD UP WEATHER
2014 FSRC SECTION R703 EXTERIOR COVERING
i 1
2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO RESISTIVE BARRIER &
TEMPORARILY SECURE
1-.
.2 coo)
2a c"
AND UP WALL BY 6"
ALLOW FOR FLASHING INSTALLATION
Lo
-1
0 � L
UNDERLAYMENT (REFER TO
COVER SHEET)
4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER
00
:2,5 .0
PRE-ENGINEERED ROOF
WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS
0
o o
TRUSSES AT 24" O.C.
5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING
RESISTIVE BARRIER TAPE
20" FLOOR
iL- ID
HIJRRICANE STRAP PER
AND SEAL WITH WEATHER
PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE
7g Cq
40
6 "
00
0 0
Z c'A 'q
WATERPROOF MEMBRANE
m"
v
TRUSS
MON
I
'--2X8
TRIM BOARD
Mi.
STUCCO "J" MOLD
PROVIDE SELF ADHERED
7/16" O.S.B. SHEATHING
FLASHING
LAPPING DOWN OVER RIM JOIST
2X12 #2 SYP CONT LEDGER W/
AND UP WALL BY 6"
SEE STRUCTURAL FOR
(4) 1/4" X 4" LAG SCREWS
CONNECTORS
"TEXTURED
SPACED EVENLY @ 24" O.C. MAX
o'.
24" FLOOR TRUSS
CEMENT
(EA. FLOOR TRUSS)
SEE STRUCTURAL
PLASTER FINISH
HQD WTA)n QTPAD
8'CMU BLOCK
TYPICAL FLASHING AT PRECAST EA. JOIST
ANnFXTFRInR SHFATHING TEXTURED
- FRAMING PLAN WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE.
k BRG. HGT.
DRIP EDGE
'ASCIA
=_D ALUM. SOFFIT
TH & EXT. FINISH
)OW FLASHING AS REQ'D
VINDOW TRIM
)ER
TYPICAL WINDOW AND SLIDING GLASS
DOOR "Z" FLASHING DETAIL
................
.............
SILL PLATE
............
...........
SEE NOTE #2
WALL SHEATHING
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
SILL PLATE
3. INSTALL SILL FLASHING AS SHOWN ABOVE
4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT
5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING
LAPS
TYPICAL FLASHING DETAIL AT SILL PLATE
FLASHING
JOB NUMBER 27002.231
CAD FILE NAME LOT 151
ISSUED 06-19-17
REWSED
CEMENT PLASTER
FINISH
TYPICAL DOOR FLASHING AT BALCONY
TYPICAL FLASHING AT BALCONY
x
2
TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING
WALL COVERING
Lc)
00100
1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH
FLASHING TO FORM WATER SHEDDING LAPS
0
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-i co
FOLD UP WEATHER
2014 FSRC SECTION R703 EXTERIOR COVERING
ROOF MATERIAL PER
2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO RESISTIVE BARRIER &
TEMPORARILY SECURE
EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE
.2 coo)
2a c"
ELEVATIONS WITH APPROVED
ALLOW FOR FLASHING INSTALLATION
Lo
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0 � L
UNDERLAYMENT (REFER TO
COVER SHEET)
4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER
00
:2,5 .0
PRE-ENGINEERED ROOF
WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS
0
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TRUSSES AT 24" O.C.
5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING
RESISTIVE BARRIER TAPE
REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY.
iL- ID
HIJRRICANE STRAP PER
AND SEAL WITH WEATHER
PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE
7g Cq
40
6 "
00
0 0
Z c'A 'q
m"
- FRAMING PLAN WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE.
k BRG. HGT.
DRIP EDGE
'ASCIA
=_D ALUM. SOFFIT
TH & EXT. FINISH
)OW FLASHING AS REQ'D
VINDOW TRIM
)ER
TYPICAL WINDOW AND SLIDING GLASS
DOOR "Z" FLASHING DETAIL
................
.............
SILL PLATE
............
...........
SEE NOTE #2
WALL SHEATHING
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
SILL PLATE
3. INSTALL SILL FLASHING AS SHOWN ABOVE
4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT
5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING
LAPS
TYPICAL FLASHING DETAIL AT SILL PLATE
FLASHING
JOB NUMBER 27002.231
CAD FILE NAME LOT 151
ISSUED 06-19-17
REWSED
CEMENT PLASTER
FINISH
TYPICAL DOOR FLASHING AT BALCONY
TYPICAL FLASHING AT BALCONY
DAVIS BEWS
DESIGN GROVP
TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING
WALL COVERING
1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH
FLASHING TO FORM WATER SHEDDING LAPS
-
FOLD UP WEATHER
2014 FSRC SECTION R703 EXTERIOR COVERING
ROOF MATERIAL PER
2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO RESISTIVE BARRIER &
TEMPORARILY SECURE
EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE
ELEVATIONS WITH APPROVED
ALLOW FOR FLASHING INSTALLATION
EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL
UNDERLAYMENT (REFER TO
COVER SHEET)
4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER
ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER
PRE-ENGINEERED ROOF
WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS
TRUSSES AT 24" O.C.
5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING
RESISTIVE BARRIER TAPE
REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY.
HIJRRICANE STRAP PER
AND SEAL WITH WEATHER
PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE
- FRAMING PLAN WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE.
k BRG. HGT.
DRIP EDGE
'ASCIA
=_D ALUM. SOFFIT
TH & EXT. FINISH
)OW FLASHING AS REQ'D
VINDOW TRIM
)ER
TYPICAL WINDOW AND SLIDING GLASS
DOOR "Z" FLASHING DETAIL
................
.............
SILL PLATE
............
...........
SEE NOTE #2
WALL SHEATHING
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
SILL PLATE
3. INSTALL SILL FLASHING AS SHOWN ABOVE
4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT
5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING
LAPS
TYPICAL FLASHING DETAIL AT SILL PLATE
FLASHING
JOB NUMBER 27002.231
CAD FILE NAME LOT 151
ISSUED 06-19-17
REWSED
BARRIER
X' R703.2 WATER -RESISTIVE BARRIER V) z
NINON .6
ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH X) Z
.11 C
SILL PLATE ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF co _j
(SEE DETAIL B C) U-
2 FOR OPTIONS) ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALL ITH THE UPPER LAYER LAPPED OVER
S\5 Y'W
THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS
THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND
CORNER PATCH TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE
EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.
<
0 0. Z
R703.8 FLASHING z o
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT
a) > ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
FLASHING 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 u
.............
NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND
............
............
... ........
.. .......... z
CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF
-ADHESIVE TYPE
1. FLASHING TO BE FLEXIBLE SELF
SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
(MIN. 6" WIDE)
CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
..............
2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
'. 4'4�q 3. MECHANICALLY FASTEN AS NECESSARY 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND V)
TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT
TYPICAL SLIDING GLASS DOOR FLASHING DETAIL DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE
OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: ce
1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT rvlo
FOLD UP WEATHER RESISTIVE ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S
MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE
NECESSARY IN CORNERS RESISTIVE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE 0
THROUGH FLASHING BARRIER :\ 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
WEATHER EXTERIOR BAR IER F R UBSEQUENT DRAINA E. N
rvlo
RESISTIVE SHEATHING PROTECTION AT THE HEAD AND SIDES.
BARRIER
TAPE -SILL PLATE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL.
(ASSEMBLED 2 .1 Ln 0
WINDOW) /-FLASHING-\ 2 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMAANDMA 250,, OR FMA/AAMAMDMA 300.
FLASHING 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH
PROJECTING LIPS, ON BOTH SIDES UNDER STUCCO COPINGS.
I DO NOT FLASH 0
OVER BOTTOM 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
NAILING FLANGE
HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. Up
INSTRUCTIONS:
1. CUT, FOLD UP & TEMPORARILY NOTES: 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME
SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONSTRUCTION.
BARRIER ABOVE HEADER TO 2585_____
ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
INSTALLATION SILL PLATE 6. AT WALL AND ROOF INTERSECTIONS.
2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS T1 TLE
7. AT BUILT-IN GUTTERS. FLASHING DETAILS
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
FLASHING DETAILS
I 3A3 11
DAVIS BEWS
DESIGN GROVP
150 STATE STP.EET BALST
OU)SM& MORMA 34677
813. 925. L300 Tla�
813. 925.1800 FAX
M(VvWnAVlSBEWS.00M
EST. 1994
BARRIER
X' R703.2 WATER -RESISTIVE BARRIER V) z
NINON .6
ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH X) Z
.11 C
SILL PLATE ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF co _j
(SEE DETAIL B C) U-
2 FOR OPTIONS) ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALL ITH THE UPPER LAYER LAPPED OVER
S\5 Y'W
THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS
THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND
CORNER PATCH TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE
EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.
<
0 0. Z
R703.8 FLASHING z o
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT
a) > ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
FLASHING 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 u
.............
NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND
............
............
... ........
.. .......... z
CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF
-ADHESIVE TYPE
1. FLASHING TO BE FLEXIBLE SELF
SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
(MIN. 6" WIDE)
CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
..............
2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
'. 4'4�q 3. MECHANICALLY FASTEN AS NECESSARY 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND V)
TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT
TYPICAL SLIDING GLASS DOOR FLASHING DETAIL DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE
OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: ce
1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT rvlo
FOLD UP WEATHER RESISTIVE ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S
MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE
NECESSARY IN CORNERS RESISTIVE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE 0
THROUGH FLASHING BARRIER :\ 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
WEATHER EXTERIOR BAR IER F R UBSEQUENT DRAINA E. N
rvlo
RESISTIVE SHEATHING PROTECTION AT THE HEAD AND SIDES.
BARRIER
TAPE -SILL PLATE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL.
(ASSEMBLED 2 .1 Ln 0
WINDOW) /-FLASHING-\ 2 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMAANDMA 250,, OR FMA/AAMAMDMA 300.
FLASHING 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH
PROJECTING LIPS, ON BOTH SIDES UNDER STUCCO COPINGS.
I DO NOT FLASH 0
OVER BOTTOM 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
NAILING FLANGE
HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. Up
INSTRUCTIONS:
1. CUT, FOLD UP & TEMPORARILY NOTES: 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME
SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONSTRUCTION.
BARRIER ABOVE HEADER TO 2585_____
ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
INSTALLATION SILL PLATE 6. AT WALL AND ROOF INTERSECTIONS.
2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS T1 TLE
7. AT BUILT-IN GUTTERS. FLASHING DETAILS
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
FLASHING DETAILS
I 3A3 11
-,,,,-6HEATHING
TEXTURE
,,,,—FIN15H COAT
BROWN COAT
,��5CRATCH COAT
65LF-FURRING
LATH
TWO LAYER5 WR5
--,,—WEEP 6CREED
_---TERMINATE 5ELF
ADHE51VE FLA6HING
AT LOWER N06E OF
M.W16.
'11--�$ELF ADHE61VE
FLA5HING
MA50NRY BLOCK
,-,—WALL
WINDOW UNIT
SLOPE
0.3 in: 12.0 in
(0.6 cm: 30.5 cm)
SELF -ADHERED FLASHING
EXTERIOR
CEMT. FIN.
BUILDING PAPER
WIRE LATH
SELF -ADHERED FLASHING SELF -ADHERED FLASHING
WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
E XTERIOR
WEATHER RESISTIVE
MECHANICALLY FASTEN IF
RUBBERIZED RUBBERIZED ASPHALT
"�H
BARRIER
H��T�I�G
3/4"-l"BEAD OF CONSTR. SHEATHING
ADHESIVE TO BE APPLIED UNDER
...........
DOOR ROUGH OPENING
WOOD FRAME CONSTR.
THRESHOLD OF DOOR AND RETURN
FLASHING SEE
FLANGED WINDOW
SELF -ADHERED FLASHING
S -ADHERED FLASHING
SELF
3/4"-V BEAD OF CONSTR.
BY LAPPING DOWN
......
sc
ADHESIVE TO BE APPLIED UNDER
OVER RIM JOIST AND UP
(SEE DETAIL WP01)
THRESHOLD OF DOOR AND RETURN
WALL BY 6 IN.
00
UP JAMB 6". USE LIQUID NAIL BRAND
SCORED
COMPATIBILITY
OR EQUAL WEATHER PROOF CAULKING
0
0 -j C o
RELEASE PAPER
SELF -ADHERED FLASHING ...... .. .................
.. .. ....
2
SELF -ADHERED FLASHING,
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
L!P
SUBFLOOR
(SEE DETAIL WP07)
VERTICALLY FROM
W
z 1 2 lot
ADHESIVE AS SHOWN)
RIM JOIST
WINDOW UNIT
SLOPE
0.3 in: 12.0 in
(0.6 cm: 30.5 cm)
SELF -ADHERED FLASHING
EXTERIOR
CEMT. FIN.
BUILDING PAPER
WIRE LATH
SELF -ADHERED FLASHING SELF -ADHERED FLASHING
WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
bUHUMUr
THRESHOLD
SECTION -A (SEE
DETAIL WP02)
SELF -ADHERED FLASHING
&7�
NAILING FLANGE SELF -ADHERED
FLASHING
DO NOT FLASH OVER SEAL TOPS OF JOISTS "INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS
BOTTOM NAILING UNDER DECKING INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER
FLANGE (SEE DETAIL WP07) SHEDDING LAPS
SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING
HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER
ASPHALT SEALANT: WALL SHEATHING CONT. GALV. 1"
EXTEND MIN. OF 6" FLASHING PER TEXTURED, PAINTED
OUTSIDE OF FLASHING MANUFACTURES EXTER, WALL FINISH ASPHALT BASED
SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED
MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING
CRICKET AS (REQUIRED AT
SPECIFIED
ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF AND EXTENDING A
BY PLAN LOCATIONS) - AT ENTRY SHINGLE OVER MINIMUM OF 6"ABOVE
6"
FLASHING W/ TAR VERTICAL RISE OF
FLASHING AT KNEEWALL
CONT. GALV. "L"
FLASHING PER
DIVERTER 04
MANUFACTURES
SEALANT
FLASHING SPECIFICATIONS
OVER ROOF
SHINGLES W/ TAR
ROOF MATERIAL PER
ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED
DRIP EDGE FLASHING DETAILS
UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS
FASCIA
COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS.
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C. BEAUTY STRIP ROOF
$HINGLE OVER
FLASHING W/ TAR FLASHING INSTALLATION
FIGURE 1: FLASHING INSTALLATION CONT. GALV. 1" WHERE ROOF MEETS VERTICAL WALL
FLASHING PER
TEXTURED, PAINTED �-�MANUFACTURES
EXTERIOR WALL FINISH SPECIFICATIONS
OVER ROOF
SHINGLES W/ TAR
HOLD EXTERIOR
FINISH 2" ABOVE
SHINGLE PER
r'Jg, ROOF
V A n 2� n 'n n e, A
v. I �. 1 1. 1 �. 1 11 1 �� 11 1 ,, � Z. - '� - , CONTRACT
., -g - . -,� I
Z" A zll V, V, 11, :11 1 FLASHING
1*, IN
A e, n v,
CAULKING
NN -
FIGURE 2: WALL FINISH
ASPHALT SEALANT:
EXTEND MIN. 6"ABOVE
FLAS ING
6 TO 12"
PER PLAN
SPEC'S.
6' HIGH
DIVERTER
FLASHING GALV.VFLASHING
TYPICAL.
ROOFING FELT
DRIP EDGE
FASCIA
FIGURE 3: CORNER DETAIL
V.01
METAL DRIP EDGE TO
BE UNDER
UNDERLAYMENT AT
VQ
< A' - ROOF EAVES
vecy,
9.001
00 ?
Il" PAP E
'144� , eow
TYPICAL ROOF TO u 0-0
P'v cakc okse
WALL FLASHING DETAIL -11>1 70 51,k co 0&5e "o �esor-
040 GO,
RAKE METAL DRIP EDGE zq-,
TO BE OVER EAVES
LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENTAT -14 2
CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE
WATERPROOFING SHINGLE 7'
UNDERILAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER
DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT
SAVE 7
TO USE I T 1/2" IF DRIP EDGE IS USED, OR
ABOUT 3/4" IF NO DRIP EDGE IS
COURSE USED.
EMBED EACH SHINGLE IN A 2"
DO NOT NA L WITH IN 6" 0 WIDE STRIP OF ASPHALT
VALLEY CENTERLINE RAGING CEMENT.
CUT 2" DIAGONALLY OFF
UPPER CORNER OF
TRIMMED SHINGLE
CUT SHINGLES 2" BACK FROM
VALLEY CENTERLINE
FIGURE 4: VALLEY DETAIL
CEMENT PLASTER IN -
ACCORDANCE WITH
ASTMC926 OVER WOOD
2ND FLOOR
CEMENT
PLASTER
OVER
BLOCK 1ST
FLOOR
7/8"CEMENT PLASTER
IN ACCORDANCE WITH
ASTMC926
APPROVED WEATHER -RESISTANT
MATERIAL W/ METAL LATH IN
ACCORDANCE WITH ASTMC1063
BUILDING PAPER
—7/16" O.S.B.
SHEATHING
METAL
FLASHING
3 1/2"
UNPERFORATED
FLANGE 7/8"
WEEP SCREED
MAINTAIN
BOTTOM OF
WEEP SCREED
1 112"TO 2"
ABOVE ROOF
SHEATHING
7/8" CEMENT PLASTER IN
ACCORDANCE WITH
ASTMC926
APPROVED WEATHER -RESISTANT
MATERIAL W/ METAL LATH IN
ACCORDANCE WITH ASTMC1063
BUILDING PAPER
7/16" O.S.B
SHEATHING
KEEP TOP EDGE OF WEEP
SCREED 2" BELOW TOP OF
BLOCK
-VULCUM CAULK BOTTOM
JOINT ONLY
METAL FLASHING 3-1/2"
UNPERFORATED FLANGE 7/8"
WEEP SCREED
1/2" CEMENTITIOUS
DECORATIVE FINISH
ALL INSIDE AND
OUTSIDE CORNER
WILL NEED TO BE
MITER CUT AND
CAULKED ALL BUTT
JOINTS NEED TO BE
EMBEDDEDIN
SEALANT USING
VULCUM CAULK FOR
ALL
SLAB
-.�BLOCK
NOTE: OPTIONAL DETAIL
THE BUILDING PAPER AND
METAL LATH MUST BE WEEP SCREED DETAIL
INSTALLED OVER THE TOP SCALE: NOT TO SCALE
OF THE WEEP SCREED.
— 11 All llk.-
*INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
SELF -ADHERED FLASHING
DECK JOIST
ADHERED FLASHING
UTSIDE CORNER
1/2" CEMENT PLASTER
FINISH
2 1/2" PERFORATED
FLANGE 1/2" WEEP
SCREED
INSTALL BOTTOM EDGE OF
WEEP SCREED 1 "BELOW
FINISH FLOOR
SELF -ADHERED ---'
FLASHING PATCH
)HERED FLASHING
THESE DETAILS ARE GENERIC AND MEANT
TO SHOW GENERAL FLASHING AND FLASHING DETAILS
WATERPROOFING METHODS TO BE USED.
N.T.5,
E XTERIOR
MECHANICALLY FASTEN IF
RUBBERIZED RUBBERIZED ASPHALT
"�H
EXTERIOR SHEATHING
H��T�I�G
3/4"-l"BEAD OF CONSTR. SHEATHING
ADHESIVE TO BE APPLIED UNDER
INSTALL SELF -ADHERED
FLASHING JAMB & HEAD
N CORNER
NEEDED IN CORNERS
L S
SE F ADHERED
THROUGH SELF -ADHERED
"""L'
ASPHALT ADHESIVE ADHESIVE
AS ALTADHES"
THRESHOLD OF DOOR AND RETURN
FLASHING SEE
FLANGED WINDOW
FLASHING
S -ADHERED FLASHING
SELF
UP JAMB 6". USE LIQUID NAIL BRAND
sc
REFER TO TECHNICAL 1-� .............
OR EQUAL WEATHER PROOF CAULKING
(SEE DETAIL WP01)
5,0 LIL C.,
.................
LETTER ON CHEMICAL ..... .... ...........
00
(a C
N
SCORED
COMPATIBILITY
0
0 -j C o
RELEASE PAPER
SELF -ADHERED FLASHING ...... .. .................
.. .. ....
iL- 0 0�
v
SELF -ADHERED FLASHING,
(BEFORE FOLDING, SCORE
.... ........
.........
EXTEND A MINIMUM 6"
L!P
RELEASE PAPER TO EXPOSE
..............
VERTICALLY FROM
W
z 1 2 lot
ADHESIVE AS SHOWN)
bUHUMUr
THRESHOLD
SECTION -A (SEE
DETAIL WP02)
SELF -ADHERED FLASHING
&7�
NAILING FLANGE SELF -ADHERED
FLASHING
DO NOT FLASH OVER SEAL TOPS OF JOISTS "INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS
BOTTOM NAILING UNDER DECKING INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER
FLANGE (SEE DETAIL WP07) SHEDDING LAPS
SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING
HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER
ASPHALT SEALANT: WALL SHEATHING CONT. GALV. 1"
EXTEND MIN. OF 6" FLASHING PER TEXTURED, PAINTED
OUTSIDE OF FLASHING MANUFACTURES EXTER, WALL FINISH ASPHALT BASED
SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED
MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING
CRICKET AS (REQUIRED AT
SPECIFIED
ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF AND EXTENDING A
BY PLAN LOCATIONS) - AT ENTRY SHINGLE OVER MINIMUM OF 6"ABOVE
6"
FLASHING W/ TAR VERTICAL RISE OF
FLASHING AT KNEEWALL
CONT. GALV. "L"
FLASHING PER
DIVERTER 04
MANUFACTURES
SEALANT
FLASHING SPECIFICATIONS
OVER ROOF
SHINGLES W/ TAR
ROOF MATERIAL PER
ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED
DRIP EDGE FLASHING DETAILS
UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS
FASCIA
COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS.
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C. BEAUTY STRIP ROOF
$HINGLE OVER
FLASHING W/ TAR FLASHING INSTALLATION
FIGURE 1: FLASHING INSTALLATION CONT. GALV. 1" WHERE ROOF MEETS VERTICAL WALL
FLASHING PER
TEXTURED, PAINTED �-�MANUFACTURES
EXTERIOR WALL FINISH SPECIFICATIONS
OVER ROOF
SHINGLES W/ TAR
HOLD EXTERIOR
FINISH 2" ABOVE
SHINGLE PER
r'Jg, ROOF
V A n 2� n 'n n e, A
v. I �. 1 1. 1 �. 1 11 1 �� 11 1 ,, � Z. - '� - , CONTRACT
., -g - . -,� I
Z" A zll V, V, 11, :11 1 FLASHING
1*, IN
A e, n v,
CAULKING
NN -
FIGURE 2: WALL FINISH
ASPHALT SEALANT:
EXTEND MIN. 6"ABOVE
FLAS ING
6 TO 12"
PER PLAN
SPEC'S.
6' HIGH
DIVERTER
FLASHING GALV.VFLASHING
TYPICAL.
ROOFING FELT
DRIP EDGE
FASCIA
FIGURE 3: CORNER DETAIL
V.01
METAL DRIP EDGE TO
BE UNDER
UNDERLAYMENT AT
VQ
< A' - ROOF EAVES
vecy,
9.001
00 ?
Il" PAP E
'144� , eow
TYPICAL ROOF TO u 0-0
P'v cakc okse
WALL FLASHING DETAIL -11>1 70 51,k co 0&5e "o �esor-
040 GO,
RAKE METAL DRIP EDGE zq-,
TO BE OVER EAVES
LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENTAT -14 2
CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE
WATERPROOFING SHINGLE 7'
UNDERILAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER
DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT
SAVE 7
TO USE I T 1/2" IF DRIP EDGE IS USED, OR
ABOUT 3/4" IF NO DRIP EDGE IS
COURSE USED.
EMBED EACH SHINGLE IN A 2"
DO NOT NA L WITH IN 6" 0 WIDE STRIP OF ASPHALT
VALLEY CENTERLINE RAGING CEMENT.
CUT 2" DIAGONALLY OFF
UPPER CORNER OF
TRIMMED SHINGLE
CUT SHINGLES 2" BACK FROM
VALLEY CENTERLINE
FIGURE 4: VALLEY DETAIL
CEMENT PLASTER IN -
ACCORDANCE WITH
ASTMC926 OVER WOOD
2ND FLOOR
CEMENT
PLASTER
OVER
BLOCK 1ST
FLOOR
7/8"CEMENT PLASTER
IN ACCORDANCE WITH
ASTMC926
APPROVED WEATHER -RESISTANT
MATERIAL W/ METAL LATH IN
ACCORDANCE WITH ASTMC1063
BUILDING PAPER
—7/16" O.S.B.
SHEATHING
METAL
FLASHING
3 1/2"
UNPERFORATED
FLANGE 7/8"
WEEP SCREED
MAINTAIN
BOTTOM OF
WEEP SCREED
1 112"TO 2"
ABOVE ROOF
SHEATHING
7/8" CEMENT PLASTER IN
ACCORDANCE WITH
ASTMC926
APPROVED WEATHER -RESISTANT
MATERIAL W/ METAL LATH IN
ACCORDANCE WITH ASTMC1063
BUILDING PAPER
7/16" O.S.B
SHEATHING
KEEP TOP EDGE OF WEEP
SCREED 2" BELOW TOP OF
BLOCK
-VULCUM CAULK BOTTOM
JOINT ONLY
METAL FLASHING 3-1/2"
UNPERFORATED FLANGE 7/8"
WEEP SCREED
1/2" CEMENTITIOUS
DECORATIVE FINISH
ALL INSIDE AND
OUTSIDE CORNER
WILL NEED TO BE
MITER CUT AND
CAULKED ALL BUTT
JOINTS NEED TO BE
EMBEDDEDIN
SEALANT USING
VULCUM CAULK FOR
ALL
SLAB
-.�BLOCK
NOTE: OPTIONAL DETAIL
THE BUILDING PAPER AND
METAL LATH MUST BE WEEP SCREED DETAIL
INSTALLED OVER THE TOP SCALE: NOT TO SCALE
OF THE WEEP SCREED.
— 11 All llk.-
*INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
SELF -ADHERED FLASHING
DECK JOIST
ADHERED FLASHING
UTSIDE CORNER
1/2" CEMENT PLASTER
FINISH
2 1/2" PERFORATED
FLANGE 1/2" WEEP
SCREED
INSTALL BOTTOM EDGE OF
WEEP SCREED 1 "BELOW
FINISH FLOOR
SELF -ADHERED ---'
FLASHING PATCH
)HERED FLASHING
THESE DETAILS ARE GENERIC AND MEANT
TO SHOW GENERAL FLASHING AND FLASHING DETAILS
WATERPROOFING METHODS TO BE USED.
N.T.5,
JOB NUMBER 27002.2J1
CAD FILE NAME LOT 151
ISSUED 06-19-17
REWSED
x
0
150 STA7M STREEr EAST
OUXAWk, FLOROA 31*77
$13. 925.1300 TM
813. 925.1800 FAX
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EST 1994
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ISSUED 06-19-17
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TITLE
FLASHING DETAILS
SHEET
3A
DAVIS BEWS
DESIGN GROVP
150 STA7M STREEr EAST
OUXAWk, FLOROA 31*77
$13. 925.1300 TM
813. 925.1800 FAX
VVWW.DAV1SBEWS.00M
TAMPA * E>EUsrv1F-FL
EST 1994
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TITLE
FLASHING DETAILS
SHEET
3A
4/0 ALU. CABLE
MAIN DISCONNECT A/C
COMBO - SQUARE D DISC.
REFER TO FLOOR Typ, _M4 AND 12 COPPER TO
PLAN FORNOTED MAIN DISC, INSIDE LIGHT$ AND OUTLETS
AMPS. REQUIRED PANEL[:::: MO COPPER TO
WATER HEATER
UNDERGROUND Ob COPPER TO R443E
SERVICE BY #4 COPPER TO 5/8" GROW ROD
POWER COMPANY ALSO SERVICE TO BE BONDED
��TO FOOTING STEEL
11 A M GJC' VERIFY
ELECTRICAL RISER DIAGr%m UNDER AND ABOVE
NOTE: CABINET LIGHTING IN rw,p. G.F.I. FOR
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL MICROWAVE TO EXTERIOR KITCHEN T.Uh. SERVICE t
COMPLY W1 APPLICA13LE PROVISIONS OF THE NATIONAL FLOOD :�D OUTLET +14"—\ COACH
ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. LIGHT — — — — — — — — — — At LIGHT
200 AMP AT 4811
ELEC. IRRIG.
ELECTfRICAL <ENI PANEL — — — — — — — — --
an" W GAL.
DUPLEX CONVENIENCE OUTLET
7
DUPLEX OUTLET ABOVE COUNTER tL OF WINDOWS GL. VERIFY: LOCATION
A PO OC I j
5 S�L SW TCH 15
WEATHERPROOF DUPLEX OUTLET 01 DISPOSAL SWITCH 15
SIN I ET
LLUNDER SINK CABINET
GROW FAULT INTEMPTER DUPLEX OUTLET <\ /> -E 7 GF.I. 'u
AT 48" GARAGE
HALP-SWITCHED DUPLEX OUTLET
'TQ. LIGHT FAMILY ROOM
OPT. FM (VERIFY
SPECIAL PURPOSE OUTLET Ps
DUPLEX OUTLET IN FLOOR </ V PAN LOCATION) 3i
OPT. K I T C Hn EN
220 VOLT OUTLET LANAI .-I Z DINING /
FAN/ LIGHT
$ WALL SWITCH UP TO
13 THREE-WAY SWITCH '1Z
14 FOUR-WAY SWITCH WALL MOUNT
AT V-8"
$ D DIMMER SWITCH W.P.
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
RECESSED INCANDESCENT LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN FOYER
.c. -7/ FcH] FU6aTT0N FOR
TRACK LIGHT GD. OPENER
FLUORESCENT LIGHT FIXTURE PENDANT GRI. L
(VERIFY AT 48"
EXHAUST PAN \ on\' LOCATION) GF.I.
COACH
,Q, EXHAUST PANILIGHT COMBINATION AT 4811 LIGHT
"o�
[M ELECTRIC DOOR OPERATOR (OPTIONAL)
nCH CHIMES (OPTIONAL) ROUGH -IN <\
Ei PUSHBUTTON SWITCH (OPTIONAL) FOR OFT. HORIZ G.F.I.
PAN&IGHT MAKE-UP
CARBON MONOXIDE DETECTOR <#\> LIGHT—. <\ />
SMOKE DETECTOR MASTER SUITE IN ENTRY
SMOKE I CAF43ON MONO. COMBO DETECTOR W.P. M. BATH -
TELEPHONE (OPTIONAL) FAN/LIGHT
r
M TELEVISION (OPTIONAL) UTIL. PWDR DEN
THEW06TAT F
(D 134-x3-0" A/C I 13--ON3-011 kr, 1 1220 V.
dl
ELECTRIC METER 1PAD (SEE MEC�, 1PAD (SEE MEC4. W.P. L47_"J L i
ELECTRIC PANEL ICONTRACTOR I ICONTRACTOR 1 17
LFQR LQC-) FC!� LQq)
DISCONNECT SWITCH _ _j L _
SPEAKER (OPTIONAL) FLOOD LHM17 MAKE-UP
LIGHT MAKE-UP DIRECT VENT DRYER—F
<\ 1> LIGHT LIGHT
U ROUGW-IN FOR OFT. CEILING PAN A/C TWRU EXT. WALL
</ \> DISCO*
CtI4114U MUNIM) Jr#,ANVt0r4Nl IJU MAIUM W1
ROUGH -IN FOR OFT. CEILING FAN
NOTES -
1. PROVIDE AND INSTALL GROW FAULT CIRCUIT-INTEME'lEfro (G.P.1) AS INDICATED
ON PLANS OR AS ITEM NO. 4 AND 5 BELOW INDICATES.
2. LNLE56 OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE
FOLLOWING WEIGHTS ABOVE FINISHED FLOOR
SWITCHES ... 42"
OUTLET$ .... 14"
TELEPHCNIE_ 14" (UNLESS A13V COUNI
TELEVISION .. 14"
3. ALL SMOKE DETECTOR5 WALL BE WARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERI SMOKE DETE
4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLOI;F5, LIBRARIES, DENS, 5UNROOM8, RECREATION ROOMS,
CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL FEQUIRE A COMBINATION TYPE AF.C.I.
DEVICE AND TAMFER-PROOF RECEPTACLES MR NE.C. 2011406.12 AND 40b,13
5, ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY
ROOMS &ALL 13E GP.Cl PROTECTED (GPI)
6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
ELECTRICAL UM 16 IN FULL COMPLIANCE WITH NEF.A. 10, N.E.C. 2011, F.5.CR - 5TH
EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
1. EVERY BUILDING HAVING A F0661L-FUEL-BURNING HEATER OR APPLIANCE,
FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON
MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
PURPOSES.
6. ALARMS SHALL RECEIVE THEIR PRIMARY MR FROM THE BUILDING WIRING WHEN
SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAR16 SHALL HAVE
BATTERY BACKUP, COMBINATION SMOKEICAI MONOXIDE ALARMS SHALL BE
LISTED OR LABEI ED 13Y A NATIONALLY RECOGNIZED TESTING LABORATORY.
G.C. VERIFY LOCATION
FOR CEILING FANS
FRE -WIRE
a
,MAIN FLOOR ELECTRICAL PLAN.
GARAGE RIGHT
JOB NUMBER 27002.231
CAD FILE NAME LOT 151
ISSUED 06-19-17
REVISED 1
IL
I
x
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i5o SrATE STR.Wr EAST
OWSWJt, FLORMA 34677
813.925.1300 TIEL
813. 925. 1800 FAX
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ISSUED 06-19-17
REVISED 1
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2585
TITLE
MAIN FLOOR ELECTRICAL
PLAN
DETAILS
SHEET
4A
IL
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DAVIS BEWS
DESIGN GROVP
.j
i5o SrATE STR.Wr EAST
OWSWJt, FLORMA 34677
813.925.1300 TIEL
813. 925. 1800 FAX
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TAMPA 0 E>ETNI
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TITLE
MAIN FLOOR ELECTRICAL
PLAN
DETAILS
SHEET
4A
ELECTfRICAL <E"',r-
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE MAIER
WEATHERPROOF DUPLEX OUTLET
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF-8WITCHED DUPLEX OUTLET
SPECIAL PURP05E OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$ WALL SWITCH
13 THREE-WAY SWITCH
14 FOUR-WAY SWITCH
$ D DIMMER SWITCH
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
RECESSED INCANDESCENT LIGHT FIXTURE
*c. LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLUORESCENT LIGHT FIXTUSE
EXHAUST FAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
Fc -H] CHIMES (OPTIONAL)
PU5H5UTTON SWITCH (OPTIONAL)
CAR" MONOXIDE DETECTOR
SMOKE DETECTOR
SMOKE / CARBON MONO. COM50 DETECTOR
TELEPHONE (OPTIONAL)
TELEY16ION (OPTIONAL)
THEWOSTAT
ELECTRIC METER
ism ELECTRIC PANEL
-m-- DISCONNECT SWITCH
(8) WEAKER (OPTIONAL)
<\ 1>
ROUGH -IN FOR OPT. CEILING PAN
ACEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/
,> ROUGH -IN FOR OPT. CEILING FAN
NOTES -
I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT- INTERRUPTEfro (GRI) AS INDICATED
ON PLANS OR A$ M NO. 4 AND 5 BELOW INDICATE$.
2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE
FOLLOWING HEIGHTS A50VE FINISHED FLOOR: -
SWITCHES... 42"
OUTLETS__ 14"
TELEPHONE ... 14" (UNLESS A5V COUNTERTOP)
TELEVISION.. 14"
3. ALL SMOKE DETECTORS SHALL BE HARDWInD INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQUIMD WITH A MONITORED BATTERY BACKUP. PROVIDE
40 INSTALL LOCALLY CERTIFIED SMOKE DM
4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 6UNRXMS, RECMEATION ROOMS,
CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COM51NATION TYPE AP -Cl
DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2011406,12 AND 406.13
5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY
ROOMS SHALL BE GPr,.I. PROTECTED
6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
ELECTRICAL WM 16 IN FULL COMPLIANCE WITH NFPA- 10, N.E.C. 2011, FBCR - 5TW
EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
1. EVERY BUILDING HAVING A F056IL-FUEL-15URNING 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.
6. ALARMS SHALL RECEIVE THEIR PRIMARY POWER I" THE BUILDING WIRING WHEN
SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAIZ16 SHALL HAVE
BATTERY BACKUP. COMBINATION SMOKE/CAR5ON MONOXIDE ALARMS SHALL BE
LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY,
G.C. VERIFY ALL G.C. VERIFY LOCATION
ORS
SMOKE DETECT �] FOR CEILING PANS
ED
TO BE HARD-WIREI) PRE -WIRE
UPPER FLOOR ELECTRICAL PLAN
GARAGE RIGHT
JOB NUMBER 27002.231
CAD FILE NAME LOT 151
ISSUED 06-19-17
REVISED
FFFFI x
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EST. 1994
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JOB NUMBER 27002.231
CAD FILE NAME LOT 151
ISSUED 06-19-17
REVISED
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2585
T/ TLE
UPPER FLOOR ELECTRICAL
PLAN
SHEET
4B
DAVIS BEWS
DESIGN GROVP
150 STATE STR= EAST
OUX"AX, FLORMA 34677
813. 925.1300 -rr=L
813. 925.1800 FAX
WWWDAVISBEWS.COM
TAMPA 41 MENVM
EST. 1994
(f)
0
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T/ TLE
UPPER FLOOR ELECTRICAL
PLAN
SHEET
4B
POSITIONERS IN MIDDLE OF WALL %.W- 12d TOENAILS EACH END.
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
8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND
COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
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 16-1)" O.C. MAX W/IN 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-B3. ("T" BRACING MAY BE USED I.L.O.
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. TABLE WITHIN BCSI-B3).
1A DURING CONCRETE POURS GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d
I
EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE
METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD
GENERALNOTES
INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12"TALL: 2x4 SYP #2
WIND EXPOSURE B
BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN
WOOD CONSTRUCTION
BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)
IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,
DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133.
METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL
FOUNDATIONS
AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF
OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES.
1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A
MAX, DRY DENSITY AS DETERMINED BY ASTM- 1567 (MODIFIED PROCTOR) MINIMUM
MINIMUM G50 ZINC COATING
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.
1. OMITTED REBAR
3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE
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
(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
CONSUMER SERVICES.
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR
BEND).
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT
CAST IN PLACE CONCRETE
CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL
2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT,
FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES.
AND A MAXIMUM WATER/CEMENT RATIO OF 0,58.
THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED.
3. STAIR CONSTRUCTION
PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS
2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO
AND STRUCTURAL PLANS FOR MORE INFO.
ASTM A-615 GRADE 40.
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-186 FOR 6x6xWl.4xWI.4
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
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.
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301.
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING
MANUFACTURER UNLESS NOTED ON PLANS
BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
AT EACH END SHALL BE PROVIDED.
TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY
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:
CENTER TO UPPER 1/3 OF THE SLAB.
TOP CHORD: Lr = 16 PSF
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)
2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS
DL 14 PSF (TRUSS OVERBUILD)
FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF
BOTTOM CHORD: DL = 5 PSF
HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE
MINIMUM FLOOR DESIGN LIVE LOADS:
OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153.
A)FLOORS=40PSF B) BALCONIES= 60 PSF/ 100 PSF (IF BALCONY> 100 SQ FT)
3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE
C) DECKS = 40 PSF D) STAIRS = 40 PSF
OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN
E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O.
ACCORDANCE WITH ASTM B 696, CLASS 55, MINIMUM.
MINIMUM FLOOR DESIGN DEAD LOADS:
MASONRY WALL CONSTRUCTION
A) FLOORS = 15 PSF B)BALCONIES = 15 PSF
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2,
GENERAL LOADING:
CONFORMING TO ASTM C90, W1 A MINIMUM NET COMPRESSIVE STRENGTH OF 2000
ATTIC WITHOUT STORAGE = 10 PSF
PSI (f m = 1900 PSI)
ATTIC WITH LIMITED STORAGE = 20 PSF
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270
GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF
3. HEAD MORTAR JOINTS AT PRECAST WINDOWSILLS TO BE NO MORE THAN 1
GUARDRAILS IN -FILL COMPONENTS = 50 PSF
4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE
GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS
SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS
-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W1 APA
FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE
RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING
PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE.
-MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE
6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK
TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS
WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE
LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O,C. MAX & 4" FROM
0 1 1KI-rM O -M=l 10 AMCnHATC TnO .0 Dn"rTnRA nC %A/A] I DODAD
EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3)
POSITIONERS IN MIDDLE OF WALL %.W- 12d TOENAILS EACH END.
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
8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND
COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
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 16-1)" O.C. MAX W/IN 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-B3. ("T" BRACING MAY BE USED I.L.O.
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. TABLE WITHIN BCSI-B3).
1A DURING CONCRETE POURS GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d
I
EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE
TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND
CONSOLIDATION.
INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12"TALL: 2x4 SYP #2
WIND EXPOSURE B
BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN
WOOD CONSTRUCTION
BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)
INTERNAL PRESSURE COEFFICIENT +/-0.18
DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133.
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN
6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)
POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC.
BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING),
FIELD REPAIR NOTES
SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED
AREA
REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED
1. OMITTED REBAR
LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND)
DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR
CONDITIONS. E.O.R. TO REVIEW IF INSTALLED,
INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED
MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL
MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING
AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL
BEND).
BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM
2. STRAPS/CONNECTOR SUBSTITUTION
NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD,
MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY
& LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL
(MOISTURE CONTENT 19% OR LESS), U.N.C. ALL WATERPROOFING AND FIRE SAFETY
MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED.
SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE
3. STAIR CONSTRUCTION
DESIGNED AND DETAILED BY OTHERS.
2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE
USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.)
CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL
4. METAL STUD SUBSTITUTION
HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH
WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS
SIMPSON HSS2 STUD SHOES, TYP U.N.O.
5. OMITTED J -BOLT
7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE
-1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH
CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE
MIN. 7" EMBEDMENT.
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST
-1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W1 LBP1/2 WASHER MAY BE USED ILO 1/2"
CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED
J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES
6. MORTAR JOINTS
NOT.
-FOR BED JOINTS 1/2"-1 ", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ,D)
8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR
-FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
MASONRY IS TO BE PRESSURE TREATED.
EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN.
9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2)
MASONRY, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES,
WOODEN TOP PLATES.
THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG
10. SEE PLAN FO I R BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS
-FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
ENGINEERED LUMBER
VERT. REINF. IN EA. CELL, CONT. PER PLAN.
ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN
7. OVERHANGING CMU WALL
-FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT.
VALUES AS FOLLOWS:
CELLS PER PLAN.
COLUMNS BEAMS STUD
E = 1,700,000 Win' U.N.O. E = 2,000,000 Win 2 U.N.O. E = 1,500,000 Win 2 U.N.O.
-FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/811, GROUT FILL FIRST (3) COURSES
IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN
Fb 2650 Fb 3000 Fb 2200
-FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS.
Ft 1650 Ft 1700 Ft 1500
STRUCTURALSTEEL
Fc 11= 3000 Fc 11= 3000 Fc11=2100
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
Fc 450 Fc i = 900 Fc i = 450
35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI.
Fv 285 Fv = 286 Fv = 150
2. STRUCT, CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN
SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)
CONDITION U.N.O.
BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/81, DIA.
TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL
CEILING CONSTRUCTION
CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS
SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE
OTHERWISE SPECIFIED.
PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN
CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE
LIVING SPACE IS ABOVE THE GARAGE.
�/ir," UNO.
3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES,
SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS,
FASTENERS, LOAD, AND TOLERANCES.
4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY
UNDER STAIR PROTECTION
ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.
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
S4
WIND PRESSURE & SUCTION
EFFECTIVE
NOTES & CONNECTOR LEGEND
S4.2
(PSF)
WIND
VALUE DENOTES PRESSURE
AREA (SQ FT)
VALUE DENOTES SUCTION
AREA
@
SD3
10
(+) 21.2
(+) 21.2
SD5
22.9
28.3
TWO STORY DETAILS
20.2
20.2
20
22.0
26.4
DESCRIPTION
19.0
19.0
50
20.8
0 23.9
100
(+) 18.0
M 18.0
UPDATED PLAN TO INCLUDE ELEV B STD W/ BFS
TRUSSES PER LOT TB -191
0 1 .8
(-) 22.0
GARAGE DOORS
9'-0" x 7'-0"
16'-0" x 7'-0"
(+)18.4
(+)17.7
(-)20.9
19.7
WIND PRESSURE/
SUCTION DIAGRAM 5 5
4 4
5 5
STANDARD DESIGN PRESSURE NOTES
1. A$CE 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 6-0" OF ALL EXTERIOR
BUILDING CORNERS.
5. INDICATED PRESSURES CAN BE INTERPOLATED FOR
OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED
WITH THE LOWER EFFECTIVE AREAS.
6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS
140 MPH OR GREATER IS CONSIDERED TO BE IN THE
WIND -BOURNE DEBRIS AREA, OPENING PROTECTION
REQUIRED. REFER TO SECTION R301.2.1.2 OF THE
RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS
OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO
TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS
INDEX OF DRAWINGS
SHEET
SHEET TITLE
S1
STRUCTURAL NOTES
S2
FOUNDATION PLAN
S3
DOWEL PLACEMENT PLAN
S4
FIRST FLOOR FRAMING PLAN
S4.1
NOTES & CONNECTOR LEGEND
S4.2
ROOF FRAMING PLAN
S5
LINTEL PLAN
SD1
FOUNDATION DETAILS
SD2
GENERAL DETAILS
SD3
GENERAL DETAILS
SD4
GENERAL DETAILS
SD5
TWO STORY DETAILS
SD6
TWO STORY DETAILS
ST1
STAIR DETAILS
UPDATES
NUMBER
DATE
DESCRIPTION
1
2/7/2017
UPDATED PLAN TO INCLUDE ELEV C W/ BFS
TRUSSES PER LOT TB -296
2
3/1/2017
UPDATED PLAN TO INCLUDE ELEV B W/ BONUS W/
BFS TRUSSES PER LOT TB -148
3
3/2/2017
UPDATED PLAN TO INCLUDE ELEV B STD W/ BFS
TRUSSES PER LOT TB -191
4
3/15/2017
UPDATED PLAN TO INCLUDE ELEV A STD W/ BFS
ITRUSSES PER LOT TB -290
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 WIVIR & ASSOCIATES, LLC Any use, duplication, ortransfer ofthese documents without the expressed, written consentofIVIONTA CONSULTING & DESIGN, OF WIVIR &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 3-1/211300OPSI CONC. SLAB W1 6x6xWI.4xWl.4 WELDED WIRE
MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON
COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER
MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT
CODE EDITION.
3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM
ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.
LAP SPLICES SHALL BE NO LESS THAN 25".
4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR
RECESSING DOOR SILLS.
5. EXTERIOR SLABS SHALL SLOPE 1/81' PER FOOT AWAY FROM HOUSE.
6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE
SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)
CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE
THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR
USE ALTERNATE APPROVED METHOD.
7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY
COMMUNITY & COUNTY CODES.
8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL
SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE
AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
9. NO WOOD STAKES PERMITTED IN FOUNDATION.
10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED
DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION, GC TO
DETERMINE STEP LOCATIONS IF REQUIRED
11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS
AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDII 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 SD1 FOR REQUIRED REINFORCEMENT AND
FOOTING SIZES PENDING DEPTH OF STEMWALL.
FOOTING SCHEDULE
12"xl 2"xl 2" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2 HORIZ. CLEARANCE BETWEEN
MIN (2) # 5 E.W.
BARS & 3" MI. IN . 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) # 6 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
2" dp w/ #5's EQUALLY SPACED EA.
<a>30"x3O"xl
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (4) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
2" dp w/ #5's EQUALLY SPACED EA.
<8>32"x32"xl
WAY MIN. 2 HORIZ. CLEARANCE BETWEEN
MIN (5) # 5 E.W.
BARS & 3" MI. IN. COVER TO EDGE OF CONIC,
36"x36"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,
42"x42"xi 2" dp w/ #5's EQUALLY SPACED EA.
WAY MIN. 2 HORIZ. CLEARANCE BETWEEN
MIN (6) # 6 E.W.
BARS & 3" M" IN, COVER TO EDGE OF CONC.
48"x48"x1 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"44"xlW dp w/#5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (8) # 6 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
60"x6O"xl 6" dp w/#5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (9) # 6 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
I
SYMBOLSLEGEND
0 INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG.
TO TIE BEAM (6'-8" O.C. MAX U.N.O.).
9 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.
#5 CONT. FT.G TO TIE BEAM.
FOUNDATIO
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 ofIVIONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC is strictly prohibited.
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SYMBOLSILEGEND
Uj
INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG.
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INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.
TO TIE BEAM.
0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
INDICATES 45- CORNER BLOCK GROUT FILLED WITH (2) VERT.
#5 CONT. FT.G TO TIE BEAM. z
0
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& @ 24" O.C.
VERTICALLY
BETWEEEN COLUMN &
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FILLED CELL
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SCALE: AS INDICATED
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COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer ofthese documents without the expressed, written consent ofMONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
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SCALE: AS INDICATED
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1/4"=1 1-011 S3
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 ofthese documents without the expressed, written consent ofMONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
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WALL LEGEND
Uj
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BEARING WALLS VERIFY
HGT. W1 ARCHITECTURAL
PLAN U.N.O.
FIRST FLOOR FRAM
NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND
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 consentofMONTA CONSULTING & DESIGN, OFWMR &ASSOCIATES, LLC is strictly prohibited.
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SCALE: AS INDICATED
PLAN DATE: 06/23/17
1/4"=11-011 S4
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NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND
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 consentofMONTA CONSULTING & DESIGN, OFWMR &ASSOCIATES, LLC is strictly prohibited.
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JOB No. TM - 2171100
SCALE: AS INDICATED
PLAN DATE: 06/23/17
1/4"=11-011 S4
BEARING WOOD WALL SCHEDULE
TAG
STUD
LUMBER
CONNECTION & FASTENERS
UPLIFT
CAP.
BLOCKING
TOP
BOTTOM
16d
SPACING
SPECIES
(PIO
NAILING NOTES
(3)2X8 SPF #2 BUILT UP STUD COLUMN
1611
SID
(3)12d
TOENAILS
(3)12d
TOENAILS
NO
UPLIFT
MID -SPAN
ON MASONRY: (1) SIMP. MSTAM24
44 SYP #2 POST
16"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
MID -SPAN
3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER NOTES
(1)ply 1985
161,
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pif
uIrd. PT.
(2)ply 1900
3-1/2"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL
12"
SPF
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
FRAME TO FRAME
5-1/4"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER NOTES.
12"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS RE 'D TO MISS STUDS
Q
1160 plf
MID -SPAN
WITH 1/2" FLITCH
F
12-1
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
3rd PT.
(2)HTS20 w/(24)1 Od x 1 �' NAI LS
16"
SYP
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T.
OR WOLMANIZED.
1611
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 PIfIMID-SPAN
6x6: ABU66 w/(12)16d NAILS & EPDXY ANCHOR WMIN.
7" EMBEDMENT
8x8: ABU88 w/(l 8)1 6d NAILS & (2)k" EPDXY ANCHORS w/
8
16"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 plf
ird. PT.
12"
SYP
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
7" EMBEDMENT
1211
SYP
1/2" THREADED ROD @ 48" O,C.
ADJUST AS REQ'D TO MISS STUDS
1160 pif
MID -SPAN
2'
1 1
SYP I
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS1
1160 Plf
1 3-1 rd . PT.
Fol
STANDARD BEARING WALL W/THREADED ROD NOTES
1 . VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O.
2. ALL LUMBER TO BE EITHER SPIF #2 OR SYP #2 U.N.O. (CAN BE SUBBED
WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE
W/ (3) 12d TOENAILS
3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R.
4. IF "BW"CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD
CONNECTIONS.
5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS.
6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END.
7. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" 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"xl/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 ADDIT'L
BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS
INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY
SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS
ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE
CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT
ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D.
9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF
THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO.
AND DETAILS.
10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2
U.N.O. ON PLAN.
11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL
WF09/SD3 U.N.O. ON PLAN.
12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE
CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF
COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8")
13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR
FOR FURTHER REVIEW.
14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX.
ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d
TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS
INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE
(P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE
LEAVE A -1j'GAP FROM TRUSS TO TOP PLATE AND ATTACH USING
4
EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE
wl EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS.
COLUMN SCHEDULE
STANDARD NAIL
(2)2X4 SPF #2 BUILT UP STUD COLUMN
8d
(3)2X4 SPF #2 BUILT UP STUD COLUMN
10d
(4)2X4 SPF 42 BUILT UP STUD COLUMN
<8>
(2)2X6 SPF #2 BUILT UP STUD COLUMN
16d
(3)2X6 SPF #2 BUILT UP STUD COLUMN
8d RING SHANK
(2)2X8 SPF #2 BUILT UP STUD COLUMN
NAILING NOTES
(3)2X8 SPF #2 BUILT UP STUD COLUMN
LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH
(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)1.75"x9.25" LVL
6x6 SYP #2 POST
H6.5xl 1.25
8x8 SYP #2 POST
(I)ply TRUSS (10) 1 Od x I NAILS
3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER NOTES
(1)ply 1985
(I)ply 1986
B2x10
3-1/2"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTUAL
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l 0)1 Od
COVER NOTES.
(2)ply 1900
3-1/2"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL
H 1 OA wl(l 8)1 Od x 11" NAI LS OR
2
COVER NOTES.
H10A 1015
3-1/2"x9-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL
F-
3]
COVER NOTES.
FRAME TO FRAME
5-1/4"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER NOTES.
H 1 OA -2 1245
4
HTS20 w/(24)10d x 1-2" NAILS
6-1/4"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER NOTES.
B2x12
WITH 1/2" FLITCH
F
7"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER NOTES.
FRAME TO FRAME
1245
1450
3 1/2" X 117/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL
COVER NOTES.
(2)HTS20 w/(24)1 Od x 1 �' NAI LS
5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL
1fl
COVER NOTES.
STANDARD COLUMN NOTES
1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4.
2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T.
OR WOLMANIZED.
3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID
POSTS. AT EXTERIOR CONDITIONS
44: ABU44 w/(12)16d NAILS & 5" EPDXY ANCHOR WMIN.
7" EMBEDMENT
6x6: ABU66 w/(12)16d NAILS & EPDXY ANCHOR WMIN.
7" EMBEDMENT
8x8: ABU88 w/(l 8)1 6d NAILS & (2)k" EPDXY ANCHORS w/
8
MIN, 7" EMBEDMENT
4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND
BASE PLATE U.N.O. ON PLANS.
5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
NAIL SCHEDULE
STANDARD NAIL
GENERAL DIAMETER/ LENGTH
8d
.131 " x 2�1
10d
.148" x 3"
12d
.148" X 31"
4
16d
.162" x 41
8d RING SHANK
.113" x 22"
NAILING NOTES
1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS
LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH
INDICATED.
2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL
LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS
ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S
BEING ATTACHED TO.
CONNECTOR SCHEDULE
TAG
BEAM SIZE
CONNECTIONS
VALUES
VALUES
TAG
SIMPSON CONNECTOR
TYPE
SPF(Ib)
SYP(Ib)
(2)2x8 #2 SYP
META16 w/(7) 10dxl"' NAILS OR
B2x8
WITH 1/2" FLITCH
w/(6)1 Od NAILS & (1 4)!"x2t'
4
H3.5x5.5
META20 W/(7) 10d X 1�'NAILS
FRAME TO CMU
1450
1450
ON MASONRY: (1) SIMP. MSTAM24
(2)META16 OR (2)META20
(2)1.75"x9.25" LVL
TO POST: SIMP. HTS20 OR LSTA18
H6.5xl 1.25
F2�
(I)ply TRUSS (10) 1 Od x I NAILS
FRAME TO CMU
(1)ply 1985
(I)ply 1986
B2x10
(2)ply TRUSS (12) 16d x 1j" NAILS
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l 0)1 Od
(2)ply 1900
(2)ply 1900
NAILS & (18)T'X2t'TAPCONS
H 1 OA wl(l 8)1 Od x 11" NAI LS OR
2
4'-0" TO 7'- 11 "
H10A 1015
H10A 1340
F-
3]
Mply TRUSS H10A-2 w/(18) 10d x 1j'NAILS
FRAME TO FRAME
H10A-2 1070
H 1 OA -2 1245
4
HTS20 w/(24)10d x 1-2" NAILS
(10) 10d NAILS
B2x12
WITH 1/2" FLITCH
F
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
1245
1450
(2)HTS20 w/(24)1 Od x 1 �' NAI LS
TOPOST: SIMP.HTS20ORLSTA18
1fl
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
2490
2900
F 61
H2. 5A w/(1 0)8d
FRAME TO FRAME
535
600
F-
71
MTS 12 w/(l 4)1 Od x 111' NAI LS
2
FRAME TO FRAME
860
1000
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
TO POST: SIMP, HTS20 OR LSTA18
F8]
MGT w/(22)1 Od t'EPDXY ANCHOR WSIMP. SET EPDXY MIN.
FRAME TO CMU
3140
3140
(2)1.75"xl 1.875" LVL
7" EMBEDMENT
NAILS & (1 8)j"x2j" TAPCONS
HTT4 w/(l 8)16d x 2j'NAILS & E'EPDXY ANCHOR w/SIMP.
ON MASONRY: (2) SIMP. MSTAM24
F-91
SET EPDXY MIN. 7" EMBEDMENT
FRAME TO CMU
3640
4235
Fol
HGT-2 W/(16)10d NAILS w/t'EPDXY ANCHOR w/SIMP. SET
FRAME TO CMU
6280
6280
EPDXY MIN. 5" EMBEDMENT
NAILS & (18)1"x2j" TAPCONS
F1_11
HTSM 16 w/(8)1 Od NAILS & (4) 1"x 2-1" TAPCONS
4 4
FRAME TO CMU
1020
1175
F1 21
LSTA 18 W/(1 4)1 Od NAI LS
HEADER TO STUDS
1110
1236
E]
(2) LSTA 18 wl(l 4)1 Od NAILS
HEADER TO STUDS
2220
2470
F1 41
LSTA18 w/(14)10d NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
833pif
928plf
HLSTA24
w/(18)10d NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
1235
1235
F16]
MSTC28 w/(36)16d SINKERS CENTERED
STUDS TO BEAM/GT
2980
3455
F17]
MSTC40 W/ (52)16d SINKERS CENTERED
STUDS TO BEAM/GT
4305
4745
ELTT20B
w/(10) 10d NAILS & t'EPDXY ANCHOR WSIMP. SET
COLUMN TO FTG. OR
1290
1300
6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS
EPDXY MIN. 7" EMBED.
CMU
HTT4 w/(1 8) 16d x 2j" NAILS wP8" EPDXY ANCHOR w/SIMP.
SET EPDXY MIN. 7" EMBED. -AT LVL/PSL COLUMNS USE
COLUMN TO FTG.
3640
4235
(18#10xl�'SD SCREWS INSTEAD OF NAILS
(3)HTS20 w/(24)1 Od x 11" NAILS
2
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
FRAME TO FRAME
3735
4350
F211
MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4"
FRAME TO CMU
2420
2800
TAPCONS
HSIMPSON
HGUS 5.50/10 Wt (62) 16d NAILS
GIRDER TO COLJ BEAM
9100
4095
F231
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
HUS26 TO LEDGER WI(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
LTT20B w/(10) 10d NAILS & 5" EPDXY ANCHOR WSIMP. SET
8
FRAME TO CMU
1290
1300
EPDXY MIN. 7" EMBED.
I
STANDARD CONNECTOR NOTES
1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.0, 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 130ARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c.
MAX. AND (2) AT EACH CORNER.
2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2
FOR 2 -PLY U.N.O. ON PLAN
3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR.
IF UPLIFT EXCEEDS 635[bs USE (2) H2.5A CONNECTORS.
4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS.
5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN.
6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16
STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS.
IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW.
STANDARD HEADER NOTES
1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER
LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.0,R.
2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING
DTL. WF08/SD4.
1 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 2X10 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.
& IF HEADER IS NOT SPECIFIED CONTACT E.O.R.
7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
8. SEE DTL. WF09/SD3 FOR I ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND
FLOOR NOTES FOR MORE INFO.
BEAM SCHEDULE
TAG
BEAM SIZE
CONNECTIONS
H2x6
(2)2x6 #2 SYP w/�' FLITCH PLATE
TO POST: SIMP, HTS20 OR MSTA18
H2x8
(2)2x8 #2 SYP Wl�'FLITCH PLATE
TOBEAM: SIMP. HUC48w/(14)16d&(6)-10d NAILS
H2x10
(2)2x8 #2 SYP
TO MASONRY: SIMP. HU48 OR HUC48
B2x8
WITH 1/2" FLITCH
w/(6)1 Od NAILS & (1 4)!"x2t'
4
H3.5x5.5
PLATE
TAPCONS
H3.5x7.25
(2)1.75"x7.25" LVL
ON MASONRY: (1) SIMP. MSTAM24
H3.5xg.25
(2)1.75"x9.25" LVL
TO POST: SIMP. HTS20 OR LSTA18
H6.5xl 1.25
(3)1.75"xl 1.25" LVL
TOBEAM: SIMP.HUC410w/(18)16d&
H3x12
(2)2x 10 #2 SYP
(10) 10d NAILS
B2x10
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l 0)1 Od
SEE PLAN FOR WALL WIDTH
JACKS @ EA. END KINGS @ EA. END
PLATE
NAILS & (18)T'X2t'TAPCONS
1
4'-0" TO 7'- 11 "
ON MASONRY: (1) SIMP. MSTAM24
2
8'-0" TO 9'- 11 "
TOPOST: SIMP.HTS20ORLSTA18
3
10'-0" TO 12'-0"
TOBEAM: SIMP.HUC410w/(18)16d&
4
(2)2x 12 #2 SYP
(10) 10d NAILS
B2x12
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU41 0 OR HUC41 0 wl(l 0)1 Od
PLATE
NAILS & (1 8)T'x2t'TAPCONS
ON MASONRY: (2) SIMP. MSTAM24
TOPOST: SIMP.HTS20ORLSTA18
TOBEAM: SIMP.HUC410w/(18)16d&
(10) 10d NAILS
B3.5x11.25
(2)1.75"x11.25"LVL
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l 0)1 Od
NAILS & (18) "'X2 3" TAPCONS
4 4
ON MASONRY: (2) SIMP, MSTAM24
TO POST: SIMP, HTS20 OR LSTA18
TOBEAM: SIMP.HUC410w/(18)16d&
(10) 1 Od NAILS
B3.5xl 1.875
(2)1.75"xl 1.875" LVL
TO MASONRY: SIMP, HU410 OR HUC410 w/(10)10d
NAILS & (1 8)j"x2j" TAPCONS
ON MASONRY: (2) SIMP. MSTAM24
TO POST: SIMP. HTS20 OR LSTA18
TOBEAM: SIMP.HUC410w/(18)16d&
(10) 1 Od NAILS
B3.5x16
(2) 1.75"xl 6" LVL
TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l 0)1 Od
NAILS & (18)1"x2j" TAPCONS
ON MASONRY: (2) SIMP. MSTAM24
TOPOST: (2)SIMP.HTS20ORLSTA18
ON MASONRY: (2) SIMP. MSTAM24
B5.25x16
(3) 1.75"x 16" LVL
. U.N.O.FASTEN LVL 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
B3,5x20
(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 Wl�'FLITCH PLATE
ATTACH KING STUD TO HEADER w/(8)
16d NAILS
H2x10
2)2x10 #2 SYP w/�'FLITCH PLATE
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H2x12
(2)2xl2 #2 SYP w/j" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H3.5x5.5
(2)1.75"x5.5" LVL
ATTACH KING STUD TO HEADER w/(6)
16d NAILS
H3.5x7.25
(2)1.75"x7.25" LVL
ATTACH KING STUD TO HEADER w/(8)
16d NAILS
H3.5xg.25
(2)1.75"x9.25" LVL
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H6.5xl 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/ �' FLITCH
PLATE BETWEEN PLIES
ATTACH KING STUD TO HEADER w/(10)
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-1 1 "
1
1
4'-0" TO 7'- 11 "
2
2
8'-0" TO 9'- 11 "
2
3
10'-0" TO 12'-0"
3
4
EXTERIOR WALLS:
SEE WF10/SD4 FOR MORE INFO.
NAILS:
NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS.
ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK,
HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE
EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY
TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL,
STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL
BE IN ACCORDANCE WITH ASTM A 153.
APA SHEATHING NOTE:
24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED
PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END
WITH (3) 10d TOENAILS.
FLOOR FRAMING NOTES
GENERAL NOTES
1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO.
2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS.
3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF
LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR
TRUSS DESIGN.
NAILING SCHEDULE
FLOOR SHEATHING TO BE J" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION
PERPENDICULAR TO SUPPORT (FLOOR TRUSSES).
NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL
SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE
EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD.
NOTES:
1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL
MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT.
2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE
MANUFACTURER.
3. G.C.1BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND
ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH
DIMENSIONS NOT SHOWN HERE.
NOTES & CONNECTOR LEGEND.
1/4"=11-011
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, or transfer ofthese documents without the expressed, written consent ofMONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC is strictly prohibited.
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SCALE: AS INDICATED
DATE: 06/23/17
S401
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- WS061SD5 (STRAPS
SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR
SHEATHING IS NOT CONTINUOUS)
DQ
OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAI S
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.
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EXTERIOR FRAME WALL
SCHEDULE
(TAYLOR MORRISON)
WALLS WITH PLASTER OR STUCCO FINISHES
WALL HEIGHT STUD & SPECIES SPACING SPACING . .... . .
INTERIOR ZONE ENDZONE
80-011 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX W
91 -Off 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX
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2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS
& NAILING PATTERN.
2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE
so NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF
SD5 F 4 SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE I . HAN U
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CD a C� 0
n H2Xl2 REVIEW OF EXTERIOR STUDS
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1/4"=11-001
NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4.2
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 ofIVIONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC is strictly prohibited.
CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN
THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D
WITH TOP OF BLOCK FOR STANDARD#5 psi CONC. PER TO BE FILLED. (SHEET METAL
PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED)
SYSTEM BEARING (MIN 3") OTHER BARS INTO REBARIS
CORNER AS REQ'D INDICATOE5DTIO
LINTEL,; BE: HOOKPIER
HOOKED INTO MD0_8_
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STANDARD 90 DEGREE HOOK
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.4 z 20 0 a LU
ZBOTTOM STEEL IN LINTEL IF (0 111
U)
INDICATE - SHOULD HOOK INTO N
z VERTICAL CELLS PER MD08
IA
77 -
ROUGH OPENING PER PLAN 4
10 A
TYPICAL TRUSS ANCHOR PER PLAN
PROVIDE SCREEN WHEN BLOCK BELOW
IS NOT REQUIRED TO BE FILLED
STANDARD 90 DEGREE HOOK
FTYP ' BOND BEAM 8" x 8" x 16" K.O.
LINTEL BLOCK FILL w/ 3000 psi CONC. w/
(1) #5,DIA. REBAR
STD. 90 DEGREE ANGLE 3000 psi
JA CONC. wl (1) #5 DIA. REBAR
W
8" x 8" x 16" CMU U.N.O.
INDICATES FILLED CELL FROM FTG. TO TIE
BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE
Cn
< MD08 FOR LAP INFO.
o
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
GRADE40
GRADE60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
rw
LAP SPLICE
j
"Ai'
NO�
A
OPENING
"Ai'
TYPI�AL
SHEAR WALL SEGMENT
i
LIN TEL PER PIAN
#3
17/8
4'
7
15
A
41/4
91/4
'
LA
21/2
55/8
91/2
20
TRANSOM OPENING
55/8
12 1/2
24
#5
31/8
8" x 8" x 16" CMU U.N.O.
INDICATES FILLED CELL FROM FTG. TO TIE
BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE
Cn
< MD08 FOR LAP INFO.
o
TYPICAL MASONRY CONSTRUCTION
SCALE: 3/4" = V -T
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
GRADE40
GRADE60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
"Ai'
NO�
SHEAR WALL �T
OPENING
"Ai'
TYPI�AL
SHEAR WALL SEGMENT
i
LIN TEL PER PIAN
#3
17/8
41/4
7
15
21/4
41/4
91/4
'
LA
TYPICAL MASONRY CONSTRUCTION
SCALE: 3/4" = V -T
LINTEL Wil TRANSOM DETAIL
SCALE: 3/4" = V-0"
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
GRADE40
GRADE60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
"Ai'
"Bit
licil
"D"
"Ai'
"Bit
licit
i
LIN TEL PER PIAN
#3
17/8
41/4
7
15
21/4
41/4
91/4
'
LA
21/2
55/8
91/2
20
TRANSOM OPENING
55/8
12 1/2
24
#5
31/8
7
113/4
25
33/4
7
151/2
30
`�FRAME
81/16
14
30
41/2
81/16
181/2
INFILL AROU
43/8
9 13/16
16 1/2
35
51/4
1913/16
WINDOW BY BUILDER
42
SEE DOWEL PLAN FOR
SEE WF01/SD1 FOR
FILLED CELL INFO.
MIN. (1) IS REQ'D ON
MORE INFO
41
EITHER SIDE U.N.O.
--------------------------
-------------
(2) 2X8 SYP#2 P.T. HEADER
TURNED SIDEWAYS.
ATTACH TO MASONRY
WALL W/ SIMPSON HU28-2
DOOR OR WINDOW OPENING
HA NGER (a EA. END. W1
MAX. OPENING 4 FT
;1:1."..
(14) 1/4" x 2-3/4" TAPCONS
TO MASONRY & (6) 1 Od
NAILS TO HEADER
LINTEL Wil TRANSOM DETAIL
SCALE: 3/4" = V-0"
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
GRADE40
GRADE60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
"Ai'
"Bit
licil
"D"
"Ai'
"Bit
licit
"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
12 1/2
24
#5
31/8
7
113/4
25
33/4
7
151/2
30
33/4
81/16
14
30
41/2
81/16
181/2
36
43/8
9 13/16
16 1/2
35
51/4
1913/16
213/4
42
#3 = 2 Y2"
#4 = 2 Y2"
#5 = 2 Y2"
#6 = 3"
#7 = 3 Y2"
PROVIDE CLEAN OUT OPENING @ GROUT
FILLED CELL AND REBAR (TYP). MORTAR
JOINTS SHOULD NOT BE CUT
SEE FOUNDATION FOR FOOTING
9
It 7'-8" _f
61-41#
PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE
LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS:
APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS
STANDARD LINTELS
STANDARD LINTEL NOTES Q
CLEAROPENING 8"UNFILLED 8F8-1B/8F8-0B8F16-1B/8F16-0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B
V-611 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.
2'-211 1783 306913069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY
21-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS. U.N.O.
3'-2t' 1217 2165/1969 6113/2931 8672/4676 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN.
31-411 1006 1663/1349 5365/1999 7342/3123 10000/4249 8" BEARING EA. END
41-011 860 1651/1349 5365/1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN
41-611 710 1423 1 05 43 0 03 54 32 4 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT z
51-211 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 0
61-2" 488 991/991 2661/2143 5681 /2698 6472/3685
7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32'. FOR THE LOAD
8.-011 354 726/699 1843/1625 3486/2255 6205/2885 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS
9'-2" 315 618/536 1633/1247 2781/1946 4754/2489 ADEQUATE FOR THE LOADS. 0
101-01, 292 567/454 1366/1277 2423/1770 4006/2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS U)
1 Ov-8-1 277 492/352 1254/1132 2193 /1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY ILL!
11 '-21' 255 471/352 1075/1075 1838/1567 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.
- 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL
121.8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS
13'-411 0 328/0 1234/0 1779/0 2662/0
141-011 0 292/0 1160/0 1660/0 2439/0
161-011 0 284/0 950/0 1379/0 1997/0 MATERIALS
181-01, 0 211/0 750/0 1177/0 1676/0
181-81, >
0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. LU
20'-0" 0 180/0 59810 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi.
20'-8" 0 145/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 f g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11 " SLUMP.
221-811 0 110/0 450/0 824/0 1147/0
RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE
1 B/8R6-OB 8R STRENGTH = 1900 PSI.
(0
CLEAR OPENING 8R6- 14-1B/8R14-0B 8R22-1 B/8R22-OB O_ 00
2'-411 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW
RELAXATION. 7/32 WIRE PER ASTM A51 0.
1425/1425 3343/3280 4933/4933 ......
2t-81' 06
P" " < 0
C� e 8, oo C -'j U) Z
31-0-1 1230/1230 2769/2769 4085/4085
C�r co U_ 40,
3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE ez 0 =qq
0 Uj LU _j
41-41' 846/833 2121/1716 3127/2839 cc: <
5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT 00 Z
MARK -,/ : 0 z
6-41 526/434 1539/1539 1329/2267 REQUIREMENTS U = UNFILLED R = RECESSED
0
QUANTITY OF #6 REBAR @ 0
71-411 480/322 1334/1334 1964/1552 _j
8'-4" 415/235 1162/1152 1694/1552 0 . 8RF6-1B/1T 8F16 -113/1T BOTTOM OF LINTEL CAVITY U_
I i I I . 0 8F8-1B/1T QUANTITY OF #5 REBAR AT TOP
Ll�
PRE
F
8'
1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 8F
2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8RF14-1B/1T NOMINAL HEIGHT
3) PRO -CRETE LINTELS ARE AN ADEQUATE SUBSTITUTION. 8F16-1B/1T NOMINAL WIDTH U 0
TYPE DESIGNATION 5-21 0
8RF14-0B/1T 10 co
C�
8F16-0B/1T 1-1/2" CLEAR U
8F20-1B/1T 6
_j
4' . z
:5 W - , . .4 1 = U r_ 0
r #5 REBAR AT TOP MIN. (1) REQ'D .0
8F20-0B/1T
< < C.M.U. Q
= K
#5 REBA
C. M _ U
8RF22-1B/1T oo OUT
GROUT
LO 0 05 B
L6 z U
8F24-1 B/1 T #5 REBAR AT BOTTOM OF LINTEL
C ITY z
CAVITY
n n Tr..
0 8RF22-0B/1T BOTTOM REINFORCING PROVIDED 0
7-5/8" ACTUAL IN LINTEL (VARIES)
N 8RF30-1B/1T
(D 8F32-1B/1T 1-1/2" CLEAR
3= = "
8RF30-0B/1T A
LU z
X #5 REBAR AT TOP MIN. (1) REQ'D
8F32 -0B/1T 0 _j
<< C.M.U.
= z
8F38 -1 B/1 T LU g
�i 2 CD
0 M77F 0 C4
1b 06 z
z
8F12 -I B/1T
CD
'-3,_ < a
8F40 -013/1 T + BOTTOM REINFORCING PROVIDED z
7-5/8" ACTUAL IN LINTEL (VARIES)
8F8 -0B/1T 8" NOMINAL WIDTH
F
X
UNFILLED
Z
W 0< E
9 OW6 I
zo U5
SAFE LOAD TABLE NOTES i
j
PlAl I X/Al III Lu Z
1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED z I.L.
LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL 0 0
Cz I-_ .j
RECESSED LINTELS BASED ON 4" NOMINAL BEARING. r.
2. 0 = NOT RATED.
3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W
0 Uj
4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR a:
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING co
ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL.
6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY.
7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY
CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF R ni
SUPPORT
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.
9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 0
z
0
W)
0 F_
z Z 0
-J _j
ow -
LLJ
W Lc) 0
0000
L0
C-4
0 Z
LJU W
ILL! 0
0
0 F_
STRUCTURAL ENG: CFG BAD
DRAFTINd.
-STRUCT: DJ
QC CHECK: AML
JOB No. TM - 2171100
SCALE: AS INDICATED
LAP SPLICE EMBEDDED STANDARD 90* HOOK STANDARD 180* HOOK
LINTEL PLAN DATE: 06/23/17
AD08 REBAR SPLICE DETAIL
SCALE: 3/4" = V-0" 1/811=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, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC is strictly prohibited.
1'-81 31-21' L 7'-4"
7r �lr 19 'IL L
(1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BRG. WALL ABOVE- HULL) UKU WALL t3A(;K 2x BRG WALL PER 2x BRG WALL PER Uj
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CELL SOLID CELL SOLID U) REQ'D MIN 4" BELOW
MASONRY WALL MASONRY WALL LU CONC. SLAB PER (1) #5 CONT. wl 1-1/2" CONC. SLAB PER
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W/ 3" COVER TYP. CLEAN COMPACTED W/ 3" COVER TYP. FILL @ 95% STANDARD > CLEAN COMPACTED CLEAN COMPACTED
3"COVER CLEAN COMPACTED 0 (2) #5 BARS CONT. w/ 3" 6" 8" 8 F1 BARS REQ'D & FTG TO
FILL @ 95% STANDARD DENSITY FILL @ 95% STANDARD COVER TYP.; AT ILL @ 95% STANDARD FILL @ 95% STANDARD
V-411 8" 1114" co DENSITY DENSITY
DENSITY le , DENSITY O� BE 20" WIDE
11 41 (2) #5 BARS CONT. w/ 3" 2 -STORY COND. (3) #5
COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO
WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE
SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY >;
BE 20" WIDE W
NON-BEARING SLAB STEP DOWN FOOTING AT INTERIOR BEARING
TYPICAL GARAGE CURB FOOTING AFO AF04� DOUBLE STEP FOOTING BEARING SLAB STEP DOWN AFO
AFO� TYPICAL EXTERIOR FOOTING 4F 0 (9§� . U)
3/4"=V-0" 3/4"=V-0" 3/4"=V-0" 3/4"=V-0" 3/4"=V-0" 3/4"=15-011 LL! T",
,t%%j11111jjjjj (D
a. ob
00
OPT. MASONRY CURB 00 < 0
co 0 Z
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VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D
CONT. BAR (n Lo 40. Zo
STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS LU 0 00 C*.JO
SLOPED GROUT TO
IQ- : CJZ 4qw--
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MASONRY WALL
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zc� 0
OPTIONAL CURB BY SEE PLAN
MIN. 24" BEFORE 4 LL
BUILDER
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(1) #5 FROM FTG. TO
SLOPE
FOUNDATION PLAN
z CONC. SLAB PER SLAB w/ (1) #5 CONT. 4 FOUNDATION PLAN TIE BEAM MIN. 25"
:5 -04
a. FOUNDATION PLAN w/ 3" COVER TYP. #5 CONT. PER MFG SPLICE GROUT CELL
81 A A
AI " V_ ' ' 1.41' 4'.. - . REINFORCEMENT SEE SOLID PER PLANS
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A. Uj 4A
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a #5 x 25" x 25" CORNER 4 4 4
IF 117 0
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V-41 (2) #5 BARS CONT. COVER T I
W/ 3" COVER TYP. (9) A5 BENT BARS w/ OR GRADE 1/4" PER WIDE FOOTING CLEAN COMPACTED z
CLEAN COMPACTED MIN. 25" LAP SPLICE FOOT AWAY FROM
WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD BUILDING FILL @ 95% STANDARD 0
SHALL BE V-4" WIDE W/(3) #5 BARS DENSITY ELASTOMERIC JOINT DENSITY
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#5 DOWEL W/ MIN. 6" z
FILLED CELL PER PLAN WOOD POST PER PLAN EMBED. INTO MAIN LD
FOR SIZE AND BASE FOOTING W SIMPSON (n
CONNECTION EPDXY @ 12" O.C. W
15 3/4" W 0
TOP COURSE TO BE CONCRETE STAIRS AS 0
GARAGE 4:
N � CHAIR BLOCKS. 1-1/2" REQ'D PER GRADE W/
_j ENTIRE BASE TO BE CONC. SLAB PER 1-1/2" CLEAR CONC. SLAB PER LEAR MIN (1) #5 BAR @ z z
FILLED SOLID I FOUNDATION PLAN FOUNDATION PLAN NOSING
TOP VIEW CORNER SEE ELEV TION 1, 0
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1 4, 4 .' ..
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FOUNDATION z (2) #5 DIA. BARS @ TOP Z - A 4 z
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VA WHEN MONO DEPTH M 0 Z 2
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4
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PAD SIZE W SE DEPTH < 26" THESE
4 'A' 'A DEPTH < 26" THE 'jd
§3/ 4 _j
LU BARS ARE NOT REQ`D BARS ARE NOT REQ'D A 4
CONC. SLAB OR 4, LU GRADE .4, F 7 7' 'A GRAPE LU
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A 'A #3 STIRRUPS @ 48
CA 44- PAVERS PER PLAN 4., A
O.C. WHEN MONO
A z
0. '0,7 O.C. WHEN MONO . A
A
;o . 4 : . *', - . . * 2
DEPTH EXCEEDS 26", DEPTH EXCEEDS 26",
4 LW.
C\1 4. 1 F
4
A LEAN COMPACTED 1. , . .' . 1 A... . , 11 .. 1. f! IF DEPTH < 26" THESE
20 x8 4 4' IF DEPTH < 26" THESE fill
1=1 FILL @ 95% STANDARD LA BARS ARE NOT REQ'D
THICKENE BARS ARE NOT REQ'D
DENSITY
4..eW0%' CLEAN COMPACTED
EDGE W/ ( )#5 .4 V . - : , ` '_ K
CONTINUOUS V-811 3" COVER TYP. CLEAN COMPACTED .7- L 4 (2)
01 FILL @ 95% STANDARD I— J' 3" COVER TYP. 1,4, FILL @ 95% STANDARD 3" COVER TYP. V-4" FILL @ 95% STANDARD
W/ 1 1 j7=,, CLEAN COMPACTED
4 #5 BARS CONT (2) #5 BARS CONT. W/
DENSITY DENSITY 7 DENSITY _04
6F1�\ THICKENED EDGE 0- GARAGE DOOR 4R�\ FOOTING ENTRY MASONRY COLUMN /6F2C DEEP MONOLITHIC FOOTING /kF21 DEEP MONOLITHIC FOOTING W/ STAIR
3/4"=V-011
3/4"=V-0"
3/4"=V-0"
3/4"=11-001
z
0
TOP (2) #5 x 4* -0" PVC OR SCH40 SLEEVE
CENTERED AT PI
0
Z
PENETRATION
mj
0
\4 A A
W
8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE LL. Li
0
FINISH PER ELEV. CENTERED AT PIPE
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FINISH FLOOR ELEV'. C4
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00
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PIPE
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DIAMETER TO BE 2 LO 5 ... DRAFTING:
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FILL @ 96% STANDARD III_.I -S E FDN PLAN -STRUCT: DJ
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SCALE: AS INDICATED
PIPE VERTICAL THRU FDN DATE: 06/2'3/'l 7
*F1'� TYPICAL FOUNDATION PENETRATIONS NOT USED
3/4"=11-011 SD1
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 expres
Bed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC is strictly prohibited.
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COPYRIGHT MCD 2014:The information contained in this document is copyrighted and is the exclusive property ofMONTACONSULTING & DESIGN, OFW8VIR & ASSOCIATES, LLC Any use, duplication, O[transfer Ofthese documents without the expressed,written consent ofMONT/\CONSULTING &[]ESIGN, OFWIVIR & ASSOCIATES, [LC is strictly prohibited.
SD2
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MAX. 2PLIES OVER INITIAL P.T. BUCK.
4.MIXING OF1xAND 2xBUCKS SHALL BEPERMITTED FOR THE SAME
OPENING |FVNNOOW/DODR MANUFACTURER AND PLAN REQUIREMENTS
(FAGTEN|N8)ARE MET.
5. MAINTAIN MAXIMUM 2"FASTENER EMBEDMENT INTO HOLLOW ORSOLID
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DATE: 06/23/17
F�����&����� ��C�A&�A��������-�U m��|E: SEE ARCH ELEVATION F��R FRONT wNNuVyVOPENING |F REQ 'D jCM01 CHIMNEY FRAMING DETAIL IWSO' TYPICAL ONE STORY CMU WALL SECTION
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-----�- NOTE: 1W�=1�U" ��APPLIED3/4"=11-0" 3/4/=11-0^
TRUSS PER PLANS BEFORE DORMER FRAMING |S INSTALLED.
COPYRIGHT MCD 2014:The information contained in this document is copyrighted and is the exclusive property ofMONTACONSULTING & DESIGN, OFW8VIR & ASSOCIATES, LLC Any use, duplication, O[transfer Ofthese documents without the expressed,written consent ofMONT/\CONSULTING &[]ESIGN, OFWIVIR & ASSOCIATES, [LC is strictly prohibited.
SD2
NOTE: THIS DETAIL APPLIES
THE
FOLLOWING CONDITIONS:
(1) EXTERIOR FRAME WALL TO CMU
(2) INTERIOR FRAME SHEAR WALL TO CMU
(3) INTERIOR LOAD BEARING FRAME WALL TO
CMU WALL
'
(1)#5 VERTICAL IN THREADED ROD PER
W) EQ. SPACED �»
T|TEN HD ANCHORS
0v/
PLANS.»/m 6" FROM FILLED CELL (F -|N� 1 �EMBED-ENT FOR HOLLOW
REQ'D PER PLAN) END OF uRu mmLu °
BLOCK OR 3 1/2" EMBEDMENT FOR SOLID
�A�� ��
BLOCK. MAX. 6'.
FRC]KAT�}PAND B{�TTOKX
LL
NOTE: SEE MD08 ON >.1-1-- M LU ABOVE GARAGE F.F., EA. OR 1/4"TA9CON W1 MIN. 2" EMBEDMENT 6"
LINTEL PLAN FOR 0 CD
BASE PLATE FROM TOP AND BOTTOM AND 12"O.C.
0 M SIDE OF OPENING |CONNECTION PER 8RG BETWEEN
WALL SCHEDULE
VERIFY BUCK TO CMU
-A SECTION ATTACHMENT LOCATIONS^ PT
' ` r
PER GARAGE DOOR MFR.'S BEARING/ SHEARWALL CONNECTION TO CMU
' VERTICALREINFORCEMENT ~ETA~|[- ' U KfiDO
U
PRECAST LINT
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END VIEW w/ WOOD
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-
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SCAB |NEACH TRUSS ATTACHMENTS
|FNOWEB |GPRESENT SUPPLIED 8YA/C
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pLAN � . 2.BUCKGLE88THAN�x8Y9#�TOBEFA8TENEDVV��UTNA|U�DR
EQUIVALENT, STRUCTURAL CONNECTION (}FWINDOW/DOOR TO
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SCHEDULE � ' �
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STA��{�2REO�� 12^�).C.ANOG'' FROM ENDS @ EACH SUCCESSIVE BUCK.
MAX. 2PLIES OVER INITIAL P.T. BUCK.
4.MIXING OF1xAND 2xBUCKS SHALL BEPERMITTED FOR THE SAME
OPENING |FVNNOOW/DODR MANUFACTURER AND PLAN REQUIREMENTS
(FAGTEN|N8)ARE MET.
5. MAINTAIN MAXIMUM 2"FASTENER EMBEDMENT INTO HOLLOW ORSOLID
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RADIUS ASREC'O ATBASE ARE REC'D
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AF
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STANDARD TRUSS 0
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SUPPLIER SEE ELEVATION
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CONNECTION TOBELU
SUPPLIED BfA/C SEE ARCH PLANS FOR
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OVERHANG|NFO
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~�`^^Vj
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LSTA18@32"D.C. STUD lOPRE-ENG TRUSS, ��CLEAR BETWEEN FLUE FLOOR PLAN
ROOFGHEATH|NGF�JR5TRAP ` - - ---'-�--IN- mrR*ME
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~~ � . 2x4FRAMED CRICKET EXT FINISH PER PLAN ca
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PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW "CMAX,,°(`) 1 O FLASHING
CHORD a;4 10d NAILS
2xPLATES OVER ROOF DECK PER VALLEY A K TO TOP NOTE MAIN FLOOR 0
FRAyW|N(�DETAIL - ~�/� CHORD;
^IF ``^^^''^'~''' IS (4) 16d COMMONS ELEVU�U'' p�
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Bc/EE,~4r/w8r/ N���
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STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TDVERTICAL
FINISH PEF�ARC�MGF|N 2n4'o ` SEE FOUNDATION --------/ �` `
/OETA|L8FDRFT8|NFO JOB No. TM - 2171100
CURVED ROOF TRUSSES PER PLAN OR��URVED K8|N.H2XG'S CA LE AS INDICATED
^^K~� ~*w�� ~ U uw, | | | | --~--- TRUSS PER PLAN U ��
`.,RAFTERS . '
LAYERS CDX SHEATHING HEADER
NAILED @8^O.C. STAGGERED'
DATE: 06/23/17
F�����&����� ��C�A&�A��������-�U m��|E: SEE ARCH ELEVATION F��R FRONT wNNuVyVOPENING |F REQ 'D jCM01 CHIMNEY FRAMING DETAIL IWSO' TYPICAL ONE STORY CMU WALL SECTION
_-_.---_.'. .----'------.'-_
-----�- NOTE: 1W�=1�U" ��APPLIED3/4"=11-0" 3/4/=11-0^
TRUSS PER PLANS BEFORE DORMER FRAMING |S INSTALLED.
COPYRIGHT MCD 2014:The information contained in this document is copyrighted and is the exclusive property ofMONTACONSULTING & DESIGN, OFW8VIR & ASSOCIATES, LLC Any use, duplication, O[transfer Ofthese documents without the expressed,written consent ofMONT/\CONSULTING &[]ESIGN, OFWIVIR & ASSOCIATES, [LC is strictly prohibited.
SD2
PRECAST LINT
---
pM��au|�nm||
PLAN
MAGONRYV&AL
SEE PLAN
2x8W1(2)18d7
NAILS EA. END
2xSPF CONT.
BLOCKING ATT
7/16" OSB W/(2
NAILS
7d6" OSB EA, S
GdNAILS @ 16"
SIDE & TOP NA
2xBUCK PER N
THIS SHEET
1/2"=11-0"
fiFO_� ARCH WINDOW FRAMING DETAILS
TRUSSES PER PLAN @
24"(]. C. MAX, `
TYP.TRUSS TOFRAME
CONNECTION PER STD
CONNECTION NOTES
|
EXT. SHEATHING ATTACHED
PER NAILING SCHEDULE FROM
TOP OFKNEEVVALLTO -----
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2x BLOCKING
MIN 2x4 STUDS @16" O/C
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---_�
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COURSE W/(1)#5
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IF
������ ��U����� v^v� ����U 0
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HEADER (SEE PLA�
12
(TYP) SEE ELEV.
DOUBLE PLATE
`
_
' 7d6"O.8.8. EA, G|[B
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(O'8dEACH END
END VIEW w/ WOOD
�=3/4"=11-011�
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=3/4"=113/4"=11-011
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`
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PER NAILING PATTERN
CRICKET AGREQUIRED
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(SEE SCHEDULE)
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PI AN
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-
'-
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SHEATHING PER PLAN
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U
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�
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SCAB |NEACH TRUSS ATTACHMENTS
|FNOWEB |GPRESENT SUPPLIED 8YA/C
COMPANY
(3)10dNAILS TYPICAL
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LENGTH OF
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BETWEEN TRUSSES LAP W/(2)18dNAILS
TOENA|LEDTO TDEACH TRUSS. TYP
DOUBLE TOP PLATE v/ EACH SIDE
1OdNAILS @4"O.O.
STANDARD TRUSS
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PLAN
KJEAT UPSET
P E_~-°_-~T
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12
SEE
LAN
`
�TO||||.|
r______---__
AXCUN|TANOpAN
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_-_.---_.'. .----'------.'-_
-----�- NOTE: 1W�=1�U" ��APPLIED3/4"=11-0" 3/4/=11-0^
TRUSS PER PLANS BEFORE DORMER FRAMING |S INSTALLED.
COPYRIGHT MCD 2014:The information contained in this document is copyrighted and is the exclusive property ofMONTACONSULTING & DESIGN, OFW8VIR & ASSOCIATES, LLC Any use, duplication, O[transfer Ofthese documents without the expressed,written consent ofMONT/\CONSULTING &[]ESIGN, OFWIVIR & ASSOCIATES, [LC is strictly prohibited.
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_-_.---_.'. .----'------.'-_
-----�- NOTE: 1W�=1�U" ��APPLIED3/4"=11-0" 3/4/=11-0^
TRUSS PER PLANS BEFORE DORMER FRAMING |S INSTALLED.
COPYRIGHT MCD 2014:The information contained in this document is copyrighted and is the exclusive property ofMONTACONSULTING & DESIGN, OFW8VIR & ASSOCIATES, LLC Any use, duplication, O[transfer Ofthese documents without the expressed,written consent ofMONT/\CONSULTING &[]ESIGN, OFWIVIR & ASSOCIATES, [LC is strictly prohibited.
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TOTOP CHORDS {]FTRUSSES BELOW WHEN
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^w�
BOTTOM PLATE DOES NOT LINE UPABOVE TRUSS DOUBLE TOP PLATE to
BELOW AND CONNECT w/HT82O8��"O[�
~~ � . 2x4FRAMED CRICKET EXT FINISH PER PLAN ca
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PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW "CMAX,,°(`) 1 O FLASHING
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FINISH PEF�ARC�MGF|N 2n4'o ` SEE FOUNDATION --------/ �` `
/OETA|L8FDRFT8|NFO JOB No. TM - 2171100
CURVED ROOF TRUSSES PER PLAN OR��URVED K8|N.H2XG'S CA LE AS INDICATED
^^K~� ~*w�� ~ U uw, | | | | --~--- TRUSS PER PLAN U ��
`.,RAFTERS . '
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DATE: 06/23/17
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_-_.---_.'. .----'------.'-_
-----�- NOTE: 1W�=1�U" ��APPLIED3/4"=11-0" 3/4/=11-0^
TRUSS PER PLANS BEFORE DORMER FRAMING |S INSTALLED.
COPYRIGHT MCD 2014:The information contained in this document is copyrighted and is the exclusive property ofMONTACONSULTING & DESIGN, OFW8VIR & ASSOCIATES, LLC Any use, duplication, O[transfer Ofthese documents without the expressed,written consent ofMONT/\CONSULTING &[]ESIGN, OFWIVIR & ASSOCIATES, [LC is strictly prohibited.
SD2
SIMPSON F
DIAGONAL TO BEAM
SIMPSON HGA10 @ 48"
O.C.
SHEATHING NOT REQ'D
TO BE CONT. @ THE
TRANSITION FROM
BEAM TO GABLE
TRUSS
BEAM PER PLAN
SIMPSON �
DIAGONAL
PLATE
SIMPSON HGA10 @ 48"
O.C. NOTE: ALL GABLE
BRACING IS TO BE
SHEATHING NOT REQ'D SYP#2 OR BETTER
TO BE CONT. @ THE
TRANSITION FROM
WALL TO GABLE
TRUSS
DOUBLE 2x TOP PLATE I I I I
FASTEN SIDE WALL
SHEATHING PER PLAN.
(5) 16d NAILS BRACE
EXT. SHEATHING; TO BLOCKING
ATTACH PER PLAN I I I
BEAM CONNECTION FRAME WALL CONNECTION
'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING'
fiE_�O GABLE END @ FLAT CEILING CONNECTIONS
CONNECT TO DROP GABLE WITH
CONTRACTOR TO FIELD VERIFY WHICH
EA.DIAG. AS SHOWN.
2x4 BLOCKING @ EA.
4-41 < HA 7'-0"
OUTLOOKER (MAX.
CONDITION IS REQUIRED. CONTACT EOR
ROOF SHEATHING
PLAN
SPAN 2'-0") w/ (2) 16d 2'-0" MAX\
14'-0" < H:!E 18'-8"
FOR ADDITIONAL INFO AS REQ'D
2x4 OUTLOOKER @ 24"
C2 U_
0 no =b -
0
O.C. MAX. w/ (2) 16d
SIMPSON A23 @ EACH
A35 DIAGONAL TO iv
EACH END.AT 24" O.C.
C,
FASTEN ROOF
-9" MAX . A
TRUSS PER PLAN
BRACE TO PLATE
TRUSS BOT. CHORD
V
HORIZONTAL (+/- 10')
RAKED DOUBLE TOP
PLATE
3 1/4" HOLD
CEILING NAILER AS
1/2" J -BOLTS w/
RAFTER & A35 ON ADJ
BRACE NOT REQUIRED
SHEATHING TO
V-0" MAX PLYWOOD CANT. O.H.
PT 2x8 PLT., CANT. FOR
z -
'7� -.5 < W
WASHERS (MIN. 7"
6'FROM EAVES.
INTO BLOCKING, (4) 8d
OUTLOOKER
FASTEN SYP OR SPF
TRUSS PER PLAN
CLG. NAILING SURFACE
L_
EMBED) MIN. 6" FROM
2x4 SYP #2 BRACING @
W/(2)12d END NAILS
BRACE TO LEDGER
100
HOLD WALL 3-1/2"
EACH END AND 32" O.C.
24" O.C. FOR FALSE BM
TRUSS BELOW
DOWNFOR
FASTEN CONV. 2x
VALLEY RAFTER
BLOCKS W/8d NAILS
MAX.
ATTAC H M E NT w/ (3) 1 Od
DOUBLE TOP PLATE
Uj
TRUSS PER PLAN
2x4 LEDGER W/ (2) 1 Od
0
z
TOENAILS EA. END
HEADER PER PLAN IF
SIMPSON MTS12 OR
PROVIDE 16d NAILS
NAILS @ EACH WEB
z: &D
Z__CONT.
@ 6" O.C.
O.H. SIZE
GABLE END TRUSS
41
2x TOP PLATE TO
D
(1) KING STUD w/ SIMPS.
PLT.@12" O.C. MAX.
GABLE END W/ 16d
z
2x4
ATTACH PER PLAN
U)
0
NAILS @ 6" O.C.
FRAMING FOR FALSE L
CMU WALL OR LINTE
BEAM, IF REQ'D w/ (3)
FROM TOP OF WALL
STUDS TYP. BASE
BELOW
HGA1 OKT @ 32 O.C.
1 Od NAILS @ EA. TRUSS
LU
LU
WHERE O.H IS> V-0",
TO BOTTOM
CONNECTION
BRACE
TIE BEAM COURSE W/ (1)
2x4 STUDS @ 24" O.C. w/
U)
#5 CONT.
SINGLE BASE & TOP 40
PLATE w/ PLYWOOD FALSE BM PER PLAN
—2X4 DIAGONAL BRACE
1/2" x 8" J -BOLT @ 3211
DROP END GABLE w/
DTC CLIP, (2) 8d NAILS
SHEATHING COVERING IF REQ'D
CMU WALL
CONNECTION
CLEAR SPAN CONNECTION
'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING'
fiE_�O GABLE END @ FLAT CEILING CONNECTIONS
CONNECT TO DROP GABLE WITH
3/4"=11-011
EA.DIAG. AS SHOWN.
2x4 BLOCKING @ EA.
4-41 < HA 7'-0"
OUTLOOKER (MAX.
ROOF SHEATHING PER
ROOF SHEATHING
PLAN
SPAN 2'-0") w/ (2) 16d 2'-0" MAX\
14'-0" < H:!E 18'-8"
END NAILS EA. END
2x4 OUTLOOKER @ 24"
C2 U_
0 no =b -
0
O.C. MAX. w/ (2) 16d
END NAILS TO TRUSS
EACH END.AT 24" O.C.
C,
FASTEN ROOF
-9" MAX . A
TRUSS PER PLAN
Uj
I, -M- Fr: < :-bq
VARIES
PER PLAN
HORIZONTAL (+/- 10')
RAKED DOUBLE TOP
PLATE
ON (1) SIDE OF
CEILING NAILER AS
NOTE: PROVIDE ADDIT'L
BLOCKING AS REQ'D
PER HIB -91 & TRUSS
MANU.'S DRAWINGS;
CEILING GYP. BD. IS
NOT A DIAPHRAGM
REQ'D
W #2 SPF STUDS @
16" O.C. TYP.
2x8 #2 SYP PT BASE
PLATE
CMU WALL PER PLAN
GABLE END @ VAULTED CEILING
WHERE O.H. IS > 1'-0", DROP
2X4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. GABLES w/ OUTLOOKERS @ 24" O.C. I -U IVItA^ r L T UVLJ UPUll I . V. rl. 4A -t DLV%�r\o, k4) 10
BLOCK ADJ. BAYS Cc
TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR NAILS @ EA. END.
BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE
_QW;:ATW1K1fZ Tt) P1 n(ILeQ IAII RA KIAH Q All n r,
all
t.-- . I
(4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D)
CONNECT TO DROP GABLE WITH
GABLE BRACING
EA.DIAG. AS SHOWN.
SHEATHING PER PLAN
4-41 < HA 7'-0"
(1) 2x4 BRACE
7'-0" < HA 91-411
(2) 2x4 BRACE (SEE SECTION A -A)
9'-4" < H:!E14'-O"
STRONGBACK W/ (1) 2x4 BRACE
14'-0" < H:!E 18'-8"
STRONGBACK W/ (2) 2x4 BRACE
PROVIDE 2x BLOCKING
C2 U_
0 no =b -
0
STUD TOP & BOTTOM
H2.5 CLIP. MAX 2'-0" O.H.
EACH END.AT 24" O.C.
C,
FASTEN ROOF
(TYP.) (END NAIL PLTS.
FOR NAILING
Uj
I, -M- Fr: < :-bq
2x6 RAFTER TO 2x8
PER PLAN
HORIZONTAL (+/- 10')
RIDGE BOARD W/A35
TRUSS PER PLAN
ON (1) SIDE OF
gc 0: Z <
CO 0
RAFTER & A35 ON ADJ
BRACE NOT REQUIRED
SHEATHING TO
V-0" MAX PLYWOOD CANT. O.H.
z -
'7� -.5 < W
6'FROM EAVES.
INTO BLOCKING, (4) 8d
OUTLOOKER
FASTEN SYP OR SPF
TRUSS PER PLAN
0
_j
2x6 (MIN.) PLATE THRU
NAILS INTO TOP PLATE
SIMPSON H2.5(TYP.)
W/(2)12d END NAILS
BRACE TO LEDGER
SIDS SCREWS TO TOP
HOLD WALL 3-1/2"
— — — —
@ EACH END
TRUSS BELOW
DOWNFOR
FASTEN CONV. 2x
VALLEY RAFTER
BLOCKS W/8d NAILS
SEE ELEV. FOR
DOUBLE TOP PLATE
OUTLOOKER
TRUSS PER PLAN
2x4 LEDGER W/ (2) 1 Od
2x PLATE WITH
HEADER PER PLAN IF
SIMPSON MTS12 OR
NAILS @ EACH WEB
Z__CONT.
@ 6" O.C.
O.H. SIZE
41
EXTERIOR SHEATHING.
(1) KING STUD w/ SIMPS.
TRUSS PER PLAN
z
2x4
ATTACH PER PLAN
LSTA18 HEADER TO
FROM TOP OF WALL
STUDS TYP. BASE
LU
LU
WHERE O.H IS> V-0",
TO BOTTOM
CONNECTION
U)
2x8 #2 SPF STUDS AT
SHEATHING PER PLAN
—2X4 DIAGONAL BRACE
1/2" x 8" J -BOLT @ 3211
DROP END GABLE w/
DTC CLIP, (2) 8d NAILS
O.C. AND 6" FROM EA.
INTO BLOCKING, (2)
MASONRY WALL OR
2x8 #2 SYP PT. BASE
END w/ NUT & WASHER
MASONRY WALL OR
3/16" x 2 3/4" TAPCONS
LINTEL SEE PLAN
PLATE W/ 1/2" x 8"
MSTAM-24 TYP. EA.
LINTEL SEE PLAN
@ 48" O.C. TO 3RD
OUTLOOKERS @ 24"
ANCHOR BOLT OR
SIDE OF EA. STUD.
META16
TITEN HD @ 32" O.C. &
CENTERED BETWEEN
6" FROM EACH END
FRAME AND CMU SEE
WALL SPLICE DETAIL
STD CONDITION
CMU
VAULTED CONDITION
BAY REQ'D w/
FOR REQ'D FLASHING
O.C. TO RUN BACK TO
C7
z
0
STRONGBACK, SEE
1 ST COMMON TRUSS
CHART
"-----GABLE
WITH (3) 12d TOENAILS.
F_
BRACING
CONNECT TO DROP
SEE CHART
GABLE WITH H2.5 CLIP.
0
MAX 2'-0" O.H.
U)
PROVIDE 2x4 BRACE
Uj
TO EA. ADJ. DIAG.
FASTEN TO DIAG. w/(2)
STRONGBACK IF REQ'D
CONT. 2x4
16d NAILS.
PER CHART
(5)16d NAILS BRACE
2x4'S @ 24" O.C.
GABLE BRACING @ 48"
IN
1A
1A
TO BLOCKING
O.C. NOT REG'D 6'
AF
PROVIDE 2x4 BRACE
GABLE END
SHEATHING FASTEN
FROM EAVES
��q
GABLE END
TO EA, ADJ. DIAG.
--------------
PER PLAN
>
45'
I
SHEATHING FASTEN
PER PLAN.
FASTEN TO DIAG.w/(2)
16d NAILS,
SPLICE AS REQ'D
LL1
GABLE BRACING CHART
H
GABLE BRACING
UP TO 4'-8"
NO BRACE REQUIRED
4-41 < HA 7'-0"
(1) 2x4 BRACE
7'-0" < HA 91-411
(2) 2x4 BRACE (SEE SECTION A -A)
9'-4" < H:!E14'-O"
STRONGBACK W/ (1) 2x4 BRACE
14'-0" < H:!E 18'-8"
STRONGBACK W/ (2) 2x4 BRACE
2x4 BRACE IF REQ'D
SEE GABLE
CONNECTION DETAIL
FOR REQ'D
CONNECTIONS
2X4 ATTACHED TO EA. -
GABLE 2x4 BRACE WITH
(2) 10d NAILS
SEE CHART.
10d COMMON NAILS (1) A23 FROM
@ 6" O.C. STRONGBACKTO
DIAGONAL
GABLE VERTICAL
2ND 2x4 BRACE IF
REQ'D, SEE CHART
A -A GABLE VERTICAL BRACING 2x6
10d COMMON NAILS @
8" O.C,
GABLE END BRACING
3/4"=11-011
11 kW�
MW
lot A
114 1
PIMIFAILIM
I I I I I I I I I
SIMPSON H10A DIAG.
TO BLOCKING
LU
(D
a: 00
PROVIDE 2x BLOCKING
FOR NAILING
-% 0, ct < 0
Z
2x4 BLOCKING (2) 12d
0
GABLE BRACING @ 48"
I
(2)16d NAILS PLT. TO
WAY UP HEIGHT OF
PROVIDE 2x BLOCKING
C2 U_
0 no =b -
0
STUD TOP & BOTTOM
O.C. MAX. 450 FROM
EACH END.AT 24" O.C.
C,
ROOF SHEATHING
(TYP.) (END NAIL PLTS.
FOR NAILING
Uj
I, -M- Fr: < :-bq
2x6 RAFTER TO 2x8
PER PLAN
HORIZONTAL (+/- 10')
RIDGE BOARD W/A35
TRUSS PER PLAN
ON (1) SIDE OF
gc 0: Z <
CO 0
RAFTER & A35 ON ADJ
BRACE NOT REQUIRED
DTC CLIP, (2) 8d NAILS
END NAILS @ EA.
z -
'7� -.5 < W
6'FROM EAVES.
INTO BLOCKING, (4) 8d
OUTLOOKER
FASTEN SYP OR SPF
TRUSS PER PLAN
0
_j
2x6 (MIN.) PLATE THRU
PROVIDE 2x BLOCKING
FOR NAILING
2x4 BLOCKING (2) 12d
0
(2)16d NAILS PLT. TO
WAY UP HEIGHT OF
NAILS, TOENAILED @
VALLEY. FASTEN w/ (5)
STUD TOP & BOTTOM
10d COMMON NAILS @
EACH END.AT 24" O.C.
C,
ROOF SHEATHING
(TYP.) (END NAIL PLTS.
2x6 RAFTER TO 2x8
PER PLAN
TO STUD)
RIDGE BOARD W/A35
TRUSS PER PLAN
ON (1) SIDE OF
2x FASCIA w (2) 16d
RAFTER & A35 ON ADJ
DTC CLIP, (2) 8d NAILS
END NAILS @ EA.
2x4 #2 SYP P.T,
...
INTO BLOCKING, (4) 8d
OUTLOOKER
FASTEN SYP OR SPF
BLOCKING @ 24" O.C.
(2) 16d TOE NAILS
2x6 (MIN.) PLATE THRU
NAILS INTO TOP PLATE
SIMPSON H2.5(TYP.)
W/(2)12d END NAILS
BRACE TO LEDGER
SIDS SCREWS TO TOP
HOLD WALL 3-1/2"
— — — —
@ EACH END
TRUSS BELOW
DOWNFOR
FASTEN CONV. 2x
VALLEY RAFTER
DOUBLE TOP PLATE
OUTLOOKER
TRUSS PER PLAN
2x4 LEDGER W/ (2) 1 Od
2x PLATE WITH
HEADER PER PLAN IF
SIMPSON MTS12 OR
NAILS @ EACH WEB
@ EA. RAFTER TO PLT.
REQ'D. MIN (1) JACK&
41
EXTERIOR SHEATHING.
(1) KING STUD w/ SIMPS.
TRUSS PER PLAN
z
ATTACH PER PLAN
LSTA18 HEADER TO
FROM TOP OF WALL
STUDS TYP. BASE
LU
LU
TO BOTTOM
CONNECTION
U)
2x8 #2 SPF STUDS AT
SHEATHING PER PLAN
16" O.C,
1/2" x 8" J -BOLT @ 3211
DTC CLIP, (2) 8d NAILS
O.C. AND 6" FROM EA.
INTO BLOCKING, (2)
MASONRY WALL OR
2x8 #2 SYP PT. BASE
END w/ NUT & WASHER
MASONRY WALL OR
3/16" x 2 3/4" TAPCONS
LINTEL SEE PLAN
PLATE W/ 1/2" x 8"
MSTAM-24 TYP. EA.
LINTEL SEE PLAN
IN CMU. OR SIMPSON
ANCHOR BOLT OR
SIDE OF EA. STUD.
META16
TITEN HD @ 32" O.C. &
CENTERED BETWEEN
6" FROM EACH END
FRAME AND CMU SEE
WALL SPLICE DETAIL
STD CONDITION
CMU
VAULTED CONDITION
@ CMU
FOR REQ'D FLASHING
ITRUSS PER PLAN
f1roul'4 Li I �" kz) 0a
ILS INTO BLOCKING,
8d NAILS TO TOP
kTE
TRUSS PER PLAN
I I
\TRUSS PER PLAN DTC CLIP, (2) 8d NAILS
1 INTO BLOCKING, (2)
3/16" x 2 3/4" TAPCONS
IN CMU. OR SIMPSON
2x4 SYP #2 BLOCKING, M ETA 16 AT 24" 0. C.
@ 24" O.C. W/ (2) 12d
END NAILS @ EACH
END.
LAY 2x4 BLOCKING
WALL SHEATHING PER
PLAN LINTEL PER PLAN OVER THE TOP OF THE
BOTTOM CHORD.
2x WALL, SEE PLAN ATTACH W/ (2) 1 Od
_LV/11 NAILS @ EACH TRUSS
AT 24" O.C.
STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL
NON-BEARING WALL CLIP DETAIL
SEE PLAN FOR
SUPPORT AND TIE
DOWN OF JACK
PROVIDE BLOCKING TRUSSES
BETWEEN TRUSS BAYS 0
@ 48" O.C. FOR FIRST 3
BAYS SEE GABLE WALL PER PLAN
CONNECTION DETAIL Cf)
FOR REQ'D (FRAME WALL SHOWN; 't
MAY ALSO BE C�
CONNECTIONS U
MASONRY)
z
***NOTE: GABLES SPANNING LESS THAN 8'DO NOT REQUIRE BRACING' U C 0
.2 >
Q
a)
z
0
IGEO GABLE END @ FLAT CEILING w/ BOSTON HIP
3/4"=11-011
(2) 2x TOP PLATE
z
SEE GE02/SD3 FOR 8d NAILS @ 4" O.C. 0
�5
OUTLOOKER OR CONV. FRAME OR W Oil,
HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER 0
SEE HEADER CANTILEVER PLAN 06
SCHEDULE & NOTES 0
FOR ADDT'L INFO. - - - - - - - - z
SIMPSON LSTA12 OR
SP4 CONNECTORS @
24"o.c. IF HEADER WITH GABLE TRUSS
UPLIFT SPAN 4'-6" OR < z
MORE. EXT. SHEATHING; 0
ATTACH PER NAILING
CD
I
cal.
SCHED. Will
2x DOWNFRAME TO
(2) 16d NAILS TO EA. Uj
DOOR AS REQ'D COMMON TRUSS _j z
co 0
F-
SIMPSON META16 @
32" O.C. GABLE TRUSS
LU
1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF Uj
EA. SIDE OF HEADER WOOD WALL TRUSS (D
(CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR 0
PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) 64
STUDS wl MIN 7" 32" O.C.
EMBED ) INTO SLAB MASONRY WALL
SHOWN, SEE PLAN
ONLY REQ'D @ BRG FOR WOOD OR
WALL W/ UPLIFT
MASONRY
K LMJ
41EO� GABLE END AT VALLEY FRAMING < a
3/4"=11-011 z
0
HEADER STUDS PER LO
HEADER SCHEDULE V,
U.N.O. ON PLANS 0
z z 0
0
LLJ
00 ATTACH JAMB STUDS
PER WF08/SD4
4, 000 0
C-4
_j 0 Z
Uj L&
-j a
LLJ 0
P.T BASE PLATE -3 3:
0 F- il-
101�
NOTE: CONTRACTOR TO NAIL
1st KING STUD INTO HEADER
PER HEADER SCHEID. THEN STRUCTURALENG: CFG / BAD
ATTACH ADDIT'L KINGS AS
REQ'D. SEE SCHEID. FOR
NUMBER OF KING AND JACK -STRUCT: DJ
7
STUDS REQ'D. QC CHECK: AML
JOB No. TM - 2171100
SCALE: AS INDICATED
. .........
DATE: 06/23/17
3/4"=V-0" 1/2"=11-011
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 ofMONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC is strictly prohibited.
3/4"=11-011
SD3
2x8 RIDGE BOARD
2x6 COLLAR TIE HALF
WAY UP HEIGHT OF
VALLEY. FASTEN w/ (5)
10d COMMON NAILS @
EACH END (TYP.)
2x6 RAFTER TO 2x8
W
RIDGE BOARD W/A35
ON (1) SIDE OF
RAFTER & A35 ON ADJ
RAFTER TO OPP SIDE
(AS SHOWN)
24's @ 24" O.C. MAX.
FASTEN SYP OR SPF
2x6 (MIN.) PLATE THRU
SHEATHING PER PLAN
W/ 1/4"x4-1/2" SIMPSON
SIDS SCREWS TO TOP
- — — — — — —
— — — —
— — CHORD OF EACH
TRUSS BELOW
FASTEN CONV. 2x
VALLEY RAFTER
FRAMING (OR PRE -ENG
VALLEY TRUSSES) TO
2x PLATE WITH
SIMPSON MTS12 OR
LSTA12 & (5) 8d NAILS
@ EA. RAFTER TO PLT.
FIELD FRAMED VALLEY DETAIL
ITRUSS PER PLAN
f1roul'4 Li I �" kz) 0a
ILS INTO BLOCKING,
8d NAILS TO TOP
kTE
TRUSS PER PLAN
I I
\TRUSS PER PLAN DTC CLIP, (2) 8d NAILS
1 INTO BLOCKING, (2)
3/16" x 2 3/4" TAPCONS
IN CMU. OR SIMPSON
2x4 SYP #2 BLOCKING, M ETA 16 AT 24" 0. C.
@ 24" O.C. W/ (2) 12d
END NAILS @ EACH
END.
LAY 2x4 BLOCKING
WALL SHEATHING PER
PLAN LINTEL PER PLAN OVER THE TOP OF THE
BOTTOM CHORD.
2x WALL, SEE PLAN ATTACH W/ (2) 1 Od
_LV/11 NAILS @ EACH TRUSS
AT 24" O.C.
STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL
NON-BEARING WALL CLIP DETAIL
SEE PLAN FOR
SUPPORT AND TIE
DOWN OF JACK
PROVIDE BLOCKING TRUSSES
BETWEEN TRUSS BAYS 0
@ 48" O.C. FOR FIRST 3
BAYS SEE GABLE WALL PER PLAN
CONNECTION DETAIL Cf)
FOR REQ'D (FRAME WALL SHOWN; 't
MAY ALSO BE C�
CONNECTIONS U
MASONRY)
z
***NOTE: GABLES SPANNING LESS THAN 8'DO NOT REQUIRE BRACING' U C 0
.2 >
Q
a)
z
0
IGEO GABLE END @ FLAT CEILING w/ BOSTON HIP
3/4"=11-011
(2) 2x TOP PLATE
z
SEE GE02/SD3 FOR 8d NAILS @ 4" O.C. 0
�5
OUTLOOKER OR CONV. FRAME OR W Oil,
HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER 0
SEE HEADER CANTILEVER PLAN 06
SCHEDULE & NOTES 0
FOR ADDT'L INFO. - - - - - - - - z
SIMPSON LSTA12 OR
SP4 CONNECTORS @
24"o.c. IF HEADER WITH GABLE TRUSS
UPLIFT SPAN 4'-6" OR < z
MORE. EXT. SHEATHING; 0
ATTACH PER NAILING
CD
I
cal.
SCHED. Will
2x DOWNFRAME TO
(2) 16d NAILS TO EA. Uj
DOOR AS REQ'D COMMON TRUSS _j z
co 0
F-
SIMPSON META16 @
32" O.C. GABLE TRUSS
LU
1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF Uj
EA. SIDE OF HEADER WOOD WALL TRUSS (D
(CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR 0
PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) 64
STUDS wl MIN 7" 32" O.C.
EMBED ) INTO SLAB MASONRY WALL
SHOWN, SEE PLAN
ONLY REQ'D @ BRG FOR WOOD OR
WALL W/ UPLIFT
MASONRY
K LMJ
41EO� GABLE END AT VALLEY FRAMING < a
3/4"=11-011 z
0
HEADER STUDS PER LO
HEADER SCHEDULE V,
U.N.O. ON PLANS 0
z z 0
0
LLJ
00 ATTACH JAMB STUDS
PER WF08/SD4
4, 000 0
C-4
_j 0 Z
Uj L&
-j a
LLJ 0
P.T BASE PLATE -3 3:
0 F- il-
101�
NOTE: CONTRACTOR TO NAIL
1st KING STUD INTO HEADER
PER HEADER SCHEID. THEN STRUCTURALENG: CFG / BAD
ATTACH ADDIT'L KINGS AS
REQ'D. SEE SCHEID. FOR
NUMBER OF KING AND JACK -STRUCT: DJ
7
STUDS REQ'D. QC CHECK: AML
JOB No. TM - 2171100
SCALE: AS INDICATED
. .........
DATE: 06/23/17
3/4"=V-0" 1/2"=11-011
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 ofMONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC is strictly prohibited.
3/4"=11-011
SD3
NOTE: PIPE OR DUCT W1 (2) 1 Od NAILS @ 3" 0. C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED
PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME
BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 1 Od NAILS PROVIDE 2x4 ON TOP WALL OR PRE -
LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL
INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 1 Od NAILS
PSPN516Z W1 (12) 16d W/ (2) 1 Od NAILS 3" 0. C. @ 8 - O.C. (FOLLOW
NAILING
NAILS TYP. TOP & BOT. ATTACH 2x4 STUDS TO (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS
(2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d DETAIL FOR ALL TOP
WITHIN 48" OF SPLICE PLATE SPLICE
TOE -NAILS TYPICAL AT LOCATIONS)
THEN (2) ROWS 10d ALL LOCATION
NAILS @ 8" O.C.
OTHERWISE 2x4 WALL BEYOND
AGAINST 2x8 STUDS
ATTACHED PER
(WF08/SD3)
TOP SPLICE @
DOUBLE 2X4 TOP
T -Tj— — -Tj—
F
LU
W
U)
2x4 SYP #2 LEDGER.
-7
PLATE
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN
TO STUDS OR BEAM W/
M
U)
� 0
EXT. BEAM PER PLAN
ATTACH 2x8 STUDS TO
LAP BEAM PLYS AND
SDS SCREWS @ 16"
W
1:
0
�- 0
NAIL AS SHOWN (5) 1 Od
TOP PLATE W/ (4) 12d
TO GABLE END STUDS_,
ATTACH 2x4 STUDS TO
U) M
w/ (2) 1/4" X 31/V SIMPS!
41-011 MAX.
SDS SCREWS @ 16"
TOE -NAILS TYPICAL
CN �
HTS20 CLIP FROM
TOP PLATE W1 (3) 12d
FLOOR SYSTEM 0-
TO MASONRY w/ 2x4 PT
PLAN VIEW @ TOP OF POST
LL 0
Z-- W
PRE-ENGINEERED
AT ALL LOCATION
ROOF TRUSSES @ 24"
TOE -NAILS TYPICAL AT
ABU POST BASE PER
UL
DESIGNED FOR
CUT TO FIT
2x BOTTOM PLATE
757
5/8" THREADED ROD W/
ALL LOCATION
.............
...........
SEE FOUNDATION
",7
4
TOP SPLICE
BOTTOM SPLICE OVER
6171'k EXTERIOR SHEATHING SCHEDULE
CORNER COLUMN FRAMING
j
DOUBLE 2x8 TOP
3/4"=V-011
STUD
PLATE
TYPICAL TOP PLATE SPLICE @ BRG. WALL
TOP PLATE TRANSITION (2X4 TO 2X8 WALLS)
NOTES:
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN
2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION
3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY)
4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN 1/4"
1" EDGE 1 1/2" EDGE
10d x 3" COMMON ---- 4� �4
2 1/2"
z
z W
W
1 1/2" z
c1q W
�Clj
00 Cq
C%j
1 Od x 3" COMM(
OVERLAP TOP PLATE -10,
AT CORNER 1 Od x 3" COMMON OPP.
SIDE z
NAIL BOTTOM PLATE 6
<
TO EACH PLY OF BUILT z
UP COLUMN BELOW W1
(2) 10d NAILS 00
00
TOP PLATE CORNER TRANSITION — V _L4—
(2) 2x4's (2) 24's
fi4 TYPICAL BUILT-UP STUD COLUMN DETAIL
1 Od x 3" COMMC
OPP. SIDE
(2) W's
(2) 2x COLUMN
2 1/2" EDGE
0
z
00
OUTSIDE (2) 2x4's
�t
a
z
7
0
EDGE DISTANCE
PER V&AIL
INSIDE PLY NAILS NAILED AT 8" O/C
STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's
(3+) 2x COLUMN
10d x 3"
10d x 3" OPP. SIDE
\NCE PER
0111111111
z
0
17 --
CL
W
0
1 W
1110K
Ul)
(0
CL 00
2x DBL TOP PLATE MIN. 15/32" EXP I SHEATHING 0
3/81, SHEATHING PER PLAN -j -
BEYOND INSTALLED VERTICALLY. (D NAIL SHEATHING AT FRAME WALL BOTTOM PLATE NOTE: SOFFIT FRAMING & LEDGER NOT 0 % V6 z
REQUIRED WITH ALUMINUM SOFFIT U.N.O. BY
9, :z ':� C= U)
AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING
7.2 F1 % Uj �L- z I Cj C-2 W 0
- - - - - - 0 (D a! (1) ROW OF 8d COMMON NAILS @ 3" O.C. 'A'= NAIL SPACING SOFFIT MANUFACTURER'S SPECIFICATIONS. FASTEN PER PLA 0 ca . _j
UJ f= 44 ::> <
cr:
6 IL LU NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON O�-' '9C. 01" '90 ROOF SHEATHING, <
O:Z-mz
U- 4 FASTEN PER PLAN 0 0
NAILS @ 3" O.C. 4-1,0 0 L
11-7 LU W 1/2" A 02�' 0 > 0
CL 0 112" ROOF SHEATHING,
-Li- -11- L Z 'y FASTEN PER PLAN Op 'y ILL
COMMON NAILS @ 3" O.C.
0 W
-1r r Ir
Ilr r U -
WALL SHEATHING 0
III NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL -W 2x4 FRAMING @ 24"
NAIL OPENING PERIMETER w/ (2) ROWS OF 8d �019.
SPLICE, SEE SPLICE A 1/2" 2x4 FRAMING @ 24" O.C. MAX.
EDGES 6" O.C. U.N.O. ON PLANS 1 -.4 1 1
DETAIL. MAX 1/8" �T 2x4 #2 SYP CONT. w/ (2)
OPENING SPACE BETWEEN STAGGER ALL VERT. PANEL JOINTS & NAIL W1 8d DOUBLE NAIL EDGE SPACING O.C. MAX. PROVIDE (4) 1 Old x 3" 16d COMMON NAILS
2x SCAB w/ 10d NAILS
PANELS LU co COMMON NAILS @ 3" O.C. U
3: 5. @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT EA. STUD OR TRUSS 0
U) 0=4
3 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT MEMBER, TYP. (MAX.
HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ zS cc
TYP. 0 2x SCAB w/ I Od NAILS
AROU LL 0 TOP & BOTTOM STUD PER PLAN 24" O.C.). IF MASONRY, oc
ND 2x STUDS BEYOND, -44
C
OP -J SHEATHING SPLICE, @ 4" O.C. USE (2) 1/4" TAPCONS
OPENING U- �21 C�
U- TRUSS CONNEC PER -ENG TRUSSES W/ MIN. 2" EMBED. @ C>
INFO 0 VERTICAL MEMBER IF GABLE END PER PLAN 2x FASCIA
SEE PLAN FOR MORE (D (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TION ---/
z SHEATHING & L , r:"."' 24" 0 C
BLOCKING GYPSUM WALLBOARD A r -"r\ r -L^114 6
— (2) 8d TOE NAILS TO z
CMU WALL PER PLAN TRUSS CONNECTION (2) 8d TOENAILS C 0
JOINT, MAX, 1/8" GAP LEDGER TRUSS PER PLAN
PER PLAN TO LEDGER 9
2x4 PT LEDGER W1
11 1— z
NAILING PER 1/4" X4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d
NAILS @ 16" O.C. tf
SCHEDULE O.C. 4)
PLAN U
PL C SEE ELEV. FOR SEE ELEV. FOR z
2x4 BLOCKING PLACED WOOD/MASONRY z
jr
FLATWISE (2) 16d O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE
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 TYPICAL SCAB OVERHANG
NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE fiF1 (6�02 LEDGER LOW ROOF
REMOVED AND REPLACED, IF MORE THAN 50% OF THE SHEATHING IS 3/4"= 1 1-011 1
OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS
— ROOF SHEATHING, 2x4 #2 SPF z
NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. j 0
— DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS �5
— SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) CONNECTION CONNECTION EACH END < LLJ
(2) 2x TOP PLATE r)
@ EACH STUD 12d NAILS @ EACH END 11r— . - X N X 06
2x1 2 BOX HDR w/ 2x8's
L z W 0
TnD.Q- OnT 1) 0 Tn q 0 40) 00C k/CDTIf'Al
.1 A A A 0 z
PRE-ENGINEERE'D SIMPSON LSTA30 W/ 2xl 2 w/ 1 Od X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #� SPF V
ROOFTRUSS-SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C.
FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST A NAILING SCHEDULE & w/ (2) 16d END NAILS j
CL + 0 1
SPACING EXTERIOR SHEATHING STRAP AROUND W T I - 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) W
SEE PLAN FOR 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. 4 TRUSS MEMBER MORE INFO & ROOF SHEATHING
(n N 0
CONNECTION 16" O.C. MAX. I I
TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 Od NAILS @ CONNECTION V/11
INTO TRUSS & (3) 12d +
STAGGERED ++
2x BRG WALL, SEE -4L EACH VERTICAL W
PLAN FOR STUD SIZE & TOENAILS INTO OTHER SOM BETWEEN SEE WALL CLIP DETAIL Uj
TRANSOM BETWEEN TRUSS TRAN FOR MORE INFO 2x8 #2 SPF VERTICAL -1 Z z
SPACING. MIN (2) 2x SEE FLUOR PLAN FOR LINTELS LINTELS = 1 -
UNDER GIRDER TRUSS MORE BRG. WALL INFO SLOPE AS REQ'D 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. 15 - W
LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN LINTEL PER PLAN LINTEL PER PLAN
U.N.O. @ 24" O.C. w/ EXT. SHEATHING PER
2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. SHEATHING PER NAILING SCHEDULE &
2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & (4) 12d NAILS EACH LLJ
W
(2) 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH TRUSS MEMBER (TOP -17
SIMPSON LSTA24 EACH SPACED EVENLY SPACED EVENLY TRUSS MEMBER AND BOTTOM CHORDS
STUD ATTACH 2x TO VERTICALLY VERTICALLY ALONG W/ WEBBING)
2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6
PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 1 Od NAILS @
SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKETSGD 3" O.C. TO EA. 2x6 POCKETSGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL
UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENTBY
U.N.O� CONNECTION BUILDER BUILDER BUILDER BUILDER
�O3 im
t��S01 H fS 0 2� t6S
fiFl� SECTION@ DOUBLE BEARING fiF1 STEP @ BEARING FRAME WALL EADER @ POCKET SLIDER w/ TRANSOM HEADER POCKET SLIDER w/ TRANSOM HEADER POCKET SLIDER t'�SO4 HEADER @ POCKET SLIDER
3/411=11-011 3/4"=1'-0" 1/2"=V-0" 1/2"=V-10" 1/2"=l' -O" 112"=V_01' z
0%-
7 41 1
)vA.Qvp fi,.) i i=n( -,F=P Tr) L- Ln
T -Tj— — -Tj—
F
LU
W
U)
2x4 SYP #2 LEDGER.
-7
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN
TO STUDS OR BEAM W/
M
U)
� 0
EXT. BEAM PER PLAN
PT POST PER PLAN
LAP BEAM PLYS AND
SDS SCREWS @ 16"
W
1:
0
�- 0
NAIL AS SHOWN (5) 1 Od
j ji-
TO GABLE END STUDS_,
In
U-
U) M
w/ (2) 1/4" X 31/V SIMPS!
41-011 MAX.
SDS SCREWS @ 16"
CD 0
CN �
HTS20 CLIP FROM
FLOOR SYSTEM 0-
TO MASONRY w/ 2x4 PT
PLAN VIEW @ TOP OF POST
LL 0
Z-- W
PRE-ENGINEERED
PT POST PER PLAN
ROOF TRUSSES @ 24"
O.C.
ABU POST BASE PER
UL
DESIGNED FOR
CUT TO FIT
2x BOTTOM PLATE
757
5/8" THREADED ROD W/
.0
OPE ING SIZE
BEYOND SEE PLAN
SEE FOUNDATION
",7
4
SHEATHING DIAGRAM
INFO
6171'k EXTERIOR SHEATHING SCHEDULE
CORNER COLUMN FRAMING
j
3/4"=V-011
BLOCKING GYPSUM WALLBOARD A r -"r\ r -L^114 6
— (2) 8d TOE NAILS TO z
CMU WALL PER PLAN TRUSS CONNECTION (2) 8d TOENAILS C 0
JOINT, MAX, 1/8" GAP LEDGER TRUSS PER PLAN
PER PLAN TO LEDGER 9
2x4 PT LEDGER W1
11 1— z
NAILING PER 1/4" X4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d
NAILS @ 16" O.C. tf
SCHEDULE O.C. 4)
PLAN U
PL C SEE ELEV. FOR SEE ELEV. FOR z
2x4 BLOCKING PLACED WOOD/MASONRY z
jr
FLATWISE (2) 16d O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE
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 TYPICAL SCAB OVERHANG
NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE fiF1 (6�02 LEDGER LOW ROOF
REMOVED AND REPLACED, IF MORE THAN 50% OF THE SHEATHING IS 3/4"= 1 1-011 1
OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS
— ROOF SHEATHING, 2x4 #2 SPF z
NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. j 0
— DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS �5
— SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) CONNECTION CONNECTION EACH END < LLJ
(2) 2x TOP PLATE r)
@ EACH STUD 12d NAILS @ EACH END 11r— . - X N X 06
2x1 2 BOX HDR w/ 2x8's
L z W 0
TnD.Q- OnT 1) 0 Tn q 0 40) 00C k/CDTIf'Al
.1 A A A 0 z
PRE-ENGINEERE'D SIMPSON LSTA30 W/ 2xl 2 w/ 1 Od X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #� SPF V
ROOFTRUSS-SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C.
FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST A NAILING SCHEDULE & w/ (2) 16d END NAILS j
CL + 0 1
SPACING EXTERIOR SHEATHING STRAP AROUND W T I - 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) W
SEE PLAN FOR 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. 4 TRUSS MEMBER MORE INFO & ROOF SHEATHING
(n N 0
CONNECTION 16" O.C. MAX. I I
TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 Od NAILS @ CONNECTION V/11
INTO TRUSS & (3) 12d +
STAGGERED ++
2x BRG WALL, SEE -4L EACH VERTICAL W
PLAN FOR STUD SIZE & TOENAILS INTO OTHER SOM BETWEEN SEE WALL CLIP DETAIL Uj
TRANSOM BETWEEN TRUSS TRAN FOR MORE INFO 2x8 #2 SPF VERTICAL -1 Z z
SPACING. MIN (2) 2x SEE FLUOR PLAN FOR LINTELS LINTELS = 1 -
UNDER GIRDER TRUSS MORE BRG. WALL INFO SLOPE AS REQ'D 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. 15 - W
LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN LINTEL PER PLAN LINTEL PER PLAN
U.N.O. @ 24" O.C. w/ EXT. SHEATHING PER
2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. SHEATHING PER NAILING SCHEDULE &
2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & (4) 12d NAILS EACH LLJ
W
(2) 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH TRUSS MEMBER (TOP -17
SIMPSON LSTA24 EACH SPACED EVENLY SPACED EVENLY TRUSS MEMBER AND BOTTOM CHORDS
STUD ATTACH 2x TO VERTICALLY VERTICALLY ALONG W/ WEBBING)
2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6
PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 1 Od NAILS @
SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKETSGD 3" O.C. TO EA. 2x6 POCKETSGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL
UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENTBY
U.N.O� CONNECTION BUILDER BUILDER BUILDER BUILDER
�O3 im
t��S01 H fS 0 2� t6S
fiFl� SECTION@ DOUBLE BEARING fiF1 STEP @ BEARING FRAME WALL EADER @ POCKET SLIDER w/ TRANSOM HEADER POCKET SLIDER w/ TRANSOM HEADER POCKET SLIDER t'�SO4 HEADER @ POCKET SLIDER
3/411=11-011 3/4"=1'-0" 1/2"=V-0" 1/2"=V-10" 1/2"=l' -O" 112"=V_01' z
0%-
7 41 1
)vA.Qvp fi,.) i i=n( -,F=P Tr) L- Ln
STUDS w/ (2) 1/4" X 41/2"
SIMPS. SIDS SCREWS @
16" O.C. MAX.;
TO GABLE END STUDS A
EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SIMPS. SD1c
SCREWS @ 16" O.C.
MAX.;
TO MASONRY w/ 2x6 PT
SYP #2 LEDGER w/ (2)
1/4" x 2 3/4" TAPCONS AT
12 ISEE PLAN 12" O.C.
SIMPSON H3 CLIP
�oUN FMPXI�, I UM IWAT CLMU I V DU%,r\r- I OnUM I OrMIN
BEAM INTO LONG SPAN AS INDICATED ON
BEAM
2x4 SYP #2 LEDGER.
-7
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN
TO STUDS OR BEAM W/
STRAP IS NOT REQUIRED.
(4) 1 Od NAILS FOR
EXT. BEAM PER PLAN
PT POST PER PLAN
LAP BEAM PLYS AND
SDS SCREWS @ 16"
MEMBERS ONLY
NAIL AS SHOWN (5) 1 Od
TO GABLE END STUDS_,
NAILS PER PLY
w/ (2) 1/4" X 31/V SIMPS!
41-011 MAX.
SDS SCREWS @ 16"
EXT. BEAM PER PLAN
HTS20 CLIP FROM
POST TO BEAM
TO MASONRY w/ 2x4 PT
PLAN VIEW @ TOP OF POST
SYP #2 LEDGER wl 1/4"
PRE-ENGINEERED
PT POST PER PLAN
ROOF TRUSSES @ 24"
O.C.
ABU POST BASE PER
SIMPSON H3 CLIP
DESIGNED FOR
PLAN
SHINGLE ONLY
757
5/8" THREADED ROD W/
.0
NUT SET IN ADHESIVE
SEE FOUNDATION
",7
4
PLAN FOR ADDITIONAL
INFO
SIDE VIEW @ BASE OF POST
CORNER COLUMN FRAMING
STUDS w/ (2) 1/4" X 41/2"
SIMPS. SIDS SCREWS @
16" O.C. MAX.;
TO GABLE END STUDS A
EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SIMPS. SD1c
SCREWS @ 16" O.C.
MAX.;
TO MASONRY w/ 2x6 PT
SYP #2 LEDGER w/ (2)
1/4" x 2 3/4" TAPCONS AT
12 ISEE PLAN 12" O.C.
SIMPSON H3 CLIP
SHEATHING PER PLAN
2x4 SYP #2 LEDGER.
-7
TO STUDS OR BEAM W/
(4) 1 Od NAILS FOR
(2) 1/4" X 4Y2" SIMPS.
CONV. FRAMED
SDS SCREWS @ 16"
MEMBERS ONLY
O.C. MAX.;
TO GABLE END STUDS_,
w/ (2) 1/4" X 31/V SIMPS!
41-011 MAX.
SDS SCREWS @ 16"
FASCIA PER
O.C. MAX.;
COMMUNITY SPECS
TO MASONRY w/ 2x4 PT
2x4 SYP #2 OR
SYP #2 LEDGER wl 1/4"
PRE-ENGINEERED
x 2 3/4" TAPCONS @ 12"
ROOF TRUSSES @ 24"
O.C.
O.C. MAX.
SIMPSON H3 CLIP
DESIGNED FOR
SHINGLE ONLY
9�h TYPICAL SHED ROOF DETAIL
NOT USED
3/4"=V-0" 1 \�"� 1/2"=l' -O" 1 \"-�
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 ofthese documents without the expressed, written consent ofIVIONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited
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ry
STRUCTURALENG: CFG BAD
DRAFTING:
-STRUCT: DJ
QC CHECK: AML
JOB No. TM - 2171100
SCALE: AS INDICATED
DATE: 06/23/17
SD4
NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED
TRUSSES TO BE P.T. IF ROOFTRUSS-SEE FRAMING PLAN FOR ROOF TRUSS -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
RO�IF TRUSSES Al /-4" TRUSSSTRAP-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
NOTE:
STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED
AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL
SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR
SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS
BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP
AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS
SOLID SHEATHING @
WD, HD. HT.
HEADER
CONNECTIONS
SIMPSON MSTAM36
DOUBLE 2x TOP PLATE
>;
W
x1-1/2" @ 24" O.C. (USE
DOUBLE 2x TOP PLATE
SP6 @ 2x6 STUDS &
SOLID SHEATHING @
SP8 @ 2x8 STUDS)
TOENAILS. EXT.
TYPICAL TRUSS TO
STRAP W1 (10) 1 Od TO
HEADER OPENINGS
2x BOTTOM PLATE
HEADER - SEE 2ND
2x BOTTOM PLATE
FLOOR PLAN FOR MIN
HEADER
HEADER SIZE & REQ'D'
, JAMB STUDS
FRAME CONNECTION.
STUDS & (8) 1/4" X
3/4" FLOOR SHEATHING
3/4" FLOOR SHEATHING
ATTACH TO FLOOR
SIMPSON SP4 W/ (6) 10d
SHEATHING PER
3/4" FLOOR SHEATHING
SHINGLE OR TILE PER
SEESTANDARD
2-1/4" TITEN SCREWS
ATTACHED PER
ATTACHED PER
x1-1/2" @ 24" O.C. (USE
TRUSS w/ 8d NAILS AT
ATTACHED PER
ARCHITECTURAL
CONNECTOR NOTES
TO LINTEL COURSE.
ATTACHED PER
NAILING SCHEDULE
NAILING SCHEDULE
SIMPSON LSTA30
SP6 @ 2x6 STUDS &
SIMPSON LSTA30
ELEVATIONS.
USE SIMPSON
NAILING SCHEDULE
STRAP(MAX10-
SP8 @ 2x8 STUDS)
STRAP(MAX10-
BOTTOM CHORDS
NAILING SCHEDULE
2xSTUDS,SEE
MSTCM60 STRAP W/
2xSTUDS,SEE
UNDER WINDOWS AND
2xSTUDS,SEE
ANGLE) W1 (22) 1 Od
ANGLE) W/ (22) 10d
2x4 #2 SYP BLOCKING
PRE-ENGINEERED . . .... .....
REFER TO PLAN FOR
(20) 16d SINKERS & (14)
FRAMING PLAN FOR
GIRDERS: BLOCK
NAILS. BEND STRAP
(2) 2x SPF TOP PLATE
NAILS. BEND STRAP
ROOF TRUSSES @ 24
BUILT-UP COLUMN
1/4" X 2-1/4" TAPCONS
@ 48" O.C. W/ (2) 12d
OVER TOP PLATE MIN.
U.N.O. ON PLAN
OVER TOP PLATE MIN.
O.C.
INFO.
FOR TRUSSES 20" TO
SPACING AND GRADE
3", THEN RUN DOWN
3", THEN RUN DOWN
TOENAILS EACH END
26" DEEP
AND SEE ARCH PLAN
SYS. 42 FLOOR
FACE OF JAMB STUDS/
HEADER - SEE 2ND
FACE OF JAMB STUDS/
AND SEE ARCH PLAN
PRE -ENG. FLOOR
(IF TITENS ARE NOT IN
HEADER
FLOOR PLAN FOR MIN.
HEADER
TYPICAL TRUSS TO
SYSTEM - IF NO FLOOR
LINTEL COURSE OR
TO VERIFY SIZE
A35 EA. END
EXTERIOR SHEATHING
HEADER SIZE & REQ'D
FRAME CONNECTION.
SYSTEM INSTALL
KNEEWALL & PROVIDE
INTO FILLED CELL USE
2x4 #2 SYP ANGLE
(1) SIMPSON LSTA30
2x BOTTOM PLATE W1
FROM TOP OF WALL
JAMB STUDS
EXTERIOR SHEATHING
2x BOTTOM PLATE W1
SEESTANDARD
CONNECTOR NOTES
SOLID BLOCKING
1/4" X 1 3/4" TITENS)
U.N.C.
2x BOTTOM PLATE W1
FLOOR TRUSS PER
STRAP W/ (11) 1 Od TO
STUDS ABOVE PLATE
EXT FINISH PER PLAN
FLOOR TRUSS SEE
TO BOT. RIBBON, NAIL
FROM TOP OF WALL
AGAINST TRUSS
UNDER COLUMN
(2) 12d @ 12" O.C,
PLAN
U.N.O.
(2) 12d @ 12" O.C.
FRAMING PLAN FOR
PER PLAN
IF HEADER IS UPSET
TO BOT. RIBBON, NAIL
ABOVE
PROVIDE SOLID
VERTICAL @ 48" O.C.
CONNECTION INFO..
(2) 2x SILL AT WINDOW
AND WINDOW IS
PER PLAN
,gk BEARING YYYY
%�F
BAND JOIST & BLKG
BLOCKING BELOW
ATTACHMENT wl (2) 12d
SEE DETAIL WS1 1 FOR
FLOOR GIRDER OR
w/ 2x CRIPPLE STUDS
LOWER: (1) 2x SILL
SEE PLAN
OR LVL GIRDER
COL. EVEN WITHIN
MORE INFO
14
PRE -ENG FLOOR
BEAM; SEE PLAN
AT EA. END NAILED TO
PLATE w/ (2) 1 Od
2x SYP #2 RIBBON (MIN
TOENAILS EA. END
. . . .
.
FLOOR TRUSS
MASONRY WALL SEE
STUD PACK w/ 1 Od
TOENAILS. EXT.
END
NOTE: ALL FLOOR
TRUSS OR FIELD
PLAN FOR MORE INFO
2x4) TO TRUSS w/ (4)
NAILS @ 8" O.C. THEN
HEADER OPENINGS
TRUSSES TO BE P.T. IF
NO MOISTURE
)6q�ni TYPIr.Al
riRnFR COL
CONNECTION
/6-q'Of TYPICAL
GIRDER COL.
0 HIGH BEAM
STUDS @ 16" O.C.
ATTAr.Wq11 I %At/ m inri
LESS THAN 4FT:(l) 2x
Q11 I P1 AT1= %Ad t9l inri
SOLID SHEATHING @
WD, HD. HT.
HEADER
AND WINDOW IS
SIMPSON SP4 W/ (6) 10d
A,&z,4
>;
W
x1-1/2" @ 24" O.C. (USE
z
SP6 @ 2x6 STUDS &
0
SP8 @ 2x8 STUDS)
TOENAILS. EXT.
SEE PLAN
(2) 2x SPF TOP PLATE
HEADER OPENINGS
U.N.O. ON PLAN
41flil
HEADER - SEE 2ND
U)
W
FLOOR PLAN FOR MIN
0
HEADER SIZE & REQ'D'
, JAMB STUDS
IF HEADER IS UPSET
WD, HD. HT.
AND WINDOW IS
BE 1/2" GYP BOARD OR
>;
W
LOWER: (1) 2x SILL
1\1'�
314"=1
PLATE w/ (2) 1 Od
TOENAILS. EXT.
SEE PLAN
HEADER OPENINGS
DBL. TOP PLATE LO
BARRIER (FELT PAPER TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(l) 2x U4 V_
SEE ARCHITECTURAL 3/4"=11-011 3/4"=11-011 ME; C.0
JOR SIM) IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) SILL PLATE w/ (2) 10d CD CL 00
PLAN FOR OVERHANG HDR. PER PLAN rl-
TOENAILS. OPENING
INFO WIDTH 4'4'). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW LARGER THAN 4FT: (2)
CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x 6
2x STUDS, SEE REFER TO PLAN FOR 2x 2ND FLOOR STUDS w/ 2x CRIPPLE STUDS z
2x SILL PLATE wl A35
FRAMING PLAN FOR BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA, END NAILED TO
WINDOWAS SPACING AND GRADE INFO. CLIPS EACH SIDE w/ 2x C
STRAPS CENTERED @ THAN 4'BUT LESS w/ (2) 1 Od TOENAILS STUD PACK w/ I Od - : _j -
SCHEDULED AND SEE ARCH PLAN CRIPPLES @ 16" O.C. :uj IU -1
BEARING WALL PER FLOOR W/ (14) 1 Od THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN
A JA 0: Z
TO VERIFY SIZE PLAN BEYOND NAILS SIMPS. MSTAM36 wl SHEATHING REQ'D wl (2) 10d TOENAILS 0 z
EXTERIOR FINISH PER SEE FLOOR FRAMING --- \ STUDS @ 16" O.C.
\1 T&B (PLYWOOD
INT. FINISH PER PLAN COLUMNS T&B) ATTACH SILL w/ (2) 1 Od
PLAN FOR FLOOR SHEATHING REQ'D
MID -HEIGHT BLOCKING SYSTEMINFO, x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END 0000
FLOOR TRUSSES ARE OF SILL (MAX OPEN'G
PLAN (7) 1 Od NAILS & (4) 1/4"
PER BEARING WALL UNDER WINDOW
MID -SPAN BLOCKING 2x BOTTOM PLATE w/ SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20% 26" DEEP, USE WIDTH 4'4'). USE A35
(2) 12d AT 12" O.C. N - I
U.N.O. 1 11 \1 SIMPS. MSTCM60
1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C, CLIP AT EA, END FOR
STRAP w/(20) 16d
OPENINGS GREATER
3/4" FLOOR SHEATHING ROD WITHIN 6" FROM STRAPS CENTERED @
0
Uj
0
0
C
0�
INSULATION PER PLAN SINKERS & (14) 1/4" X 2
ATTACHED PER COL; SEE BRG WALL/ FLOOR w/ (14) 10d THAN 4'BUT LESS
CALIFORNIA CORNER A -A
SEE DETAILS WS10, NAILING SCHEDULE 1/4" TITENS INSTEAD. THAN 6' U
0
2 -STORY WALL NAILS (2) SIMPSON LSTA18
WS1 1 OR WS1 3 FOR SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN
FLOOR TRUSSES SEE (2) SIMPSON META16 FLOOR W/ (14) 1 Od LINTEL COURSE OR SIMPSON LSTA30 w/
ADDITIONAL INFO. 2x TOP & BOT. ce)
INFORMATION THIS PLAN FOR DEPTH AND FLOOR TRUSS TO NAILS INTO FILLED CELL USE (11) 1 Od TO STUDS Iq
DIRECTION REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS) RIBBONS, CONT. ABOVE PLATE U.N.O. CN
SHEET ------------ U 6
FOUNDATION PLAN
NOTE: ALL FLOOR L (3) 2x STUD PACK NOTE: ALL FLOOR
0
FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF
TRUSSES TO BE P.T. IF INFORMATION 4::�. z
FLUSH W/ FACE OF SCHEDULE NO MOISTURE U 0
SEE FRAMING PL .9
BARRIER (FELT PAPER ATTACH 2x STUDS W/ FOR FLOOR
PER NAILING OR SIM) IS PROVIDED
,OR SIM) IS PROVIDED =1 M CONNECTION
NO MOISTURE AN
BARRIER (FELT PAPER
MASONRY ATTACHED (2) 16d NAILS @ 6" 0,C. (4) 2x STUDS SEE FRAMING PLAN
_j SCHEDULE; PROVIDE
BEARING IF FLOOR SYS. NOT PRESENT PER FLOO
�R
1/8" GAP BETWEEN STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BE) F FOR FLOOR U
SEE PLAN SHEATHING AND CONNECTION
MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING FLOOR GRIDER OR
LINTEL AS PER PLAN SIMPSON MSTC40 W1 (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 W1 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
ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO
FT MAX: DRAFT
EADER CONNECTION 2nd FLOOR HIGH BM
LINTEL AS PER PLAN HEADER CONNECTION @ 2nd FLOOR H
STOPPING MATERIALS TYPICAL TWO STORY COL. @ GIRDER 2nd FLOOR CORNER FRAMING ATTACHMENT
MIN THICKNESS SHALL fiR fiso� fiso fiso
3/4"=11-011
SHEATHING PER PLAN
ATTACH PER NAILING
SCHEDULE,
CONTINUOUSFROM
TOP OF TOP PLATE TO
BOTTOM PLATE.
BEARING WALL PER
PLAN
DOUBLE BOTTOM
PLATE
(2) H5 EA. FLOOR
BOTTOM PLATE, SLIT
FLOOR DECKING TO
ACCOMMODATE
STRAP
2x RIBBON OR
BLOCKING w/ (4) 16d
OR (3) 16d TOENAILS
BARRIER (FELT PAPER oc t-IVIU BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER
IOR SIM) IS PROVIDED 2x4 PT SILL PLT. IF OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN
KNEEWALL
M'S'O� TYPICAL TWO STORY SECTION 16Slb\ TWO STORY PARALLEL FLOOR CONNECTION fiSl'� TWO STORY PERP. FLOOR CONNECTION fisi)� CANTILEVERED FLOOR TRUSS CONNECTION fiil� FLOOR TRUSS TO GIRDER CONNECTION
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
2X BOTTOM PLATE W/ (2) 12d NAILS @ 12" O.C.
I
2x12 #2 SYP CONT.
LEDGER W1 (3)
1/4"x4-1/2" SDS
SCREWS (EQUALLY
SPACED VERTICALLY) Aj�% SEE PLAN
@ 24" O.C. AND @ EA.
END VERTICAL (MIN, 2'.
FROM T&B)
SEE PLAN FOR FLOOR
TRUSS DIRECTION
SEE WS10/SD5 OR WS1 I/SD5
FOR ADDITIONAL INFO
3/4-1=11-011
1\1_�
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
z
W
a -
CL
Uj
SLOPE
CONTRACTOR TO
PROVIDE ADEQUATE
WATERPROOFING. NO
CONCRETE SLAB
PERM117ED
3/4"= 1 1-01,
HANDRAIL BY OTHERS
SEE ARCH DWGS FOR
TOPPING INFO
3/4" PLYWOOD FLOOR
SHEATHING ATTACHED
PER NAILING
SCHEDULE
SLOPED BALCONY
FLOOR TRUSS (12"
TALL) (60/15/5 MIN.
LOADING) W1 LUS26 OR
LUS46 TO LEDGER
SEE WS1 1/SD5 FOR
SIM. END CONDITION
LINTEL PER PLAN
3/4"=10_011
3/4"=11-011
3/4"=11_011
�§Ri TYPICAL BALCONY FRAMING NOT USED
3/4"=11-011
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 consentofIVIONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC is strictly prohibited.
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W
CL
STRUCTURALENG: CFG BAD
-STRUCT: DJ
QC CHECK: AML
JOB No. TM - 2171100
SCALE: AS INDICATED
DATE: 06/23/17
I
WD, HD. HT.
BE 1/2" GYP BOARD OR
3/4"=V-0"
1\1'�
314"=1
SEE PLAN
IM
15/32" OR 7/16" OSB.
ATTACH TO FLOOR
3/4" FLOOR SHEATHING
SHEATHING PER
3/4" FLOOR SHEATHING
SHEATHING PER
3/4" FLOOR SHEATHING
SHEATHING PER
TRUSS w/ 8d NAILS AT
ATTACHED PER
DETAIL WF 1 O/SD4
ATTACHED PER
DETAIL WF I O/SD4
ATTACHED PER
DETAIL WF10/SD4
16" O.C. TOP AND
NAILING SCHEDULE
PRECAST CONC. OR
BOTTOM CHORDS
NAILING SCHEDULE
2xSTUDS,SEE
NAILING SCHEDULE
2xSTUDS,SEE
UNDER WINDOWS AND
2xSTUDS,SEE
POWERS STEEL SILL
TYP. @ ALL WINDOWS
2x4 #2 SYP BLOCKING
FRAMING PLAN FOR
FRAMING PLAN FOR
GIRDERS: BLOCK
FRAMING PLAN FOR
@ 48" O.C. W/ (2) 12d
SPACING AND GRADE
SPACING AND GRADE
SOLID BETWEEN
SPACING AND GRADE
TOENAILS EACH END
AND SEE ARCH PLAN
SYS. 42 FLOOR
AND SEE ARCH PLAN
RIBBONS wl SIMPSON
AND SEE ARCH PLAN
GIRDER TRUSS PER
TO VERIFY SIZE
TRUSSES @ 24" O.C.
TO VERIFY SIZE
A35 EA. END
TO VERIFY SIZE
PLAN
2x4 #2 SYP ANGLE
2x BOTTOM PLATE W1
(MAX)
2x BOTTOM PLATE W1
2x BLOCKING FOR
2x BOTTOM PLATE W1
EXT FINISH PER PLAN
AGAINST TRUSS
(2) 12d @ 12" O.C,
(2) 12d @ 12" O.C.
SHEATHING/ DRYWALL
(2) 12d @ 12" O.C.
VERTICAL @ 48" O.C.
ATTACHMENT wl (2) 12d
VERT REINF. BEYOND
W/ (3) 12d NAILS EACH
14
PRE -ENG FLOOR
2x SYP #2 RIBBON (MIN
TOENAILS EA. END
. . . .
.
2x SYP #2 RIBBON (MIN
END
TRUSS OR FIELD
2x4) TO TRUSS w/ (4)
2x4) TO TRUSS w/ (4)
FRAME 2x4 KNEE
16d NAILS; BOTTOM
16d NAILS; BOTTOM
MASONRY WALL PER
WALL, STUDS @ 16"
RIBBON TO BE PT IF
PLAN
SYS. 42 FLOOR
0. C. W/ (2) 16d NAILS @
BRG DIRECTLY ON
BRG DIRECTLY ON
CONC. SLAB -
TRUSSES @ 24" O.C.
EACH END SEE
CMU
CMU
SEE TRUSS LAYOUT
SEE FOUNDATION
(MAX)
CONNECTOR
(2) ROWS 8d NAILS @
FOR HANGER
FIN. FLR.
PLAN FOR MORE INFO
1/2" GYP. CLG BD OR
SCHEDULEFOR
1/2" GYP. CLG BD OR'
(2) ROWS 8d NAILS @
3" O.C. TYP. WALL
(1) 5/8" TYPE "X" WHEN
CONNECTION
(1) 5/8" TYPE "X" WHEN
3" O.C. WALL
SHEATHING TO EA.
01-011
IN GARAGE
(1) ROWS 8d NAILS @
IN GARAGE
SHEATHING TO
SEE PLAN FOR RIBBON
3" O.C. WALL
BOTTOM RIBBON
SIMPSON META16 AT
CANTILEVER
GRADE
MASONRY WALL PER
SHEATHING TO
MASONRY WALL PER
Al
MASONRY OR MTS12
PLAN
BOTTOM PLATE
PLAN
MAX. 1/8" GAP
AT WOOD
NOTE: ALL FLOOR
SEE FOUNDATION
NOTE: ALL FLOOR
MAX. 1/8" GAP
NOTE: ALL FLOOR
BETWEEN SHEATHING
TRUSSES TO BE P.T. IF
DETAILS FOR FTG INFO
TRUSSES TO BE P.T. IF
BETWEEN SHEATHING
TRUSSES TO BE P.T. IF
&CMU
MASONRY OR FRAME
NO MOISTURE
NO MOISTURE
NO MOISTURE
AAIAI I D= D1 ANI
3/4"=11-011
SHEATHING PER PLAN
ATTACH PER NAILING
SCHEDULE,
CONTINUOUSFROM
TOP OF TOP PLATE TO
BOTTOM PLATE.
BEARING WALL PER
PLAN
DOUBLE BOTTOM
PLATE
(2) H5 EA. FLOOR
BOTTOM PLATE, SLIT
FLOOR DECKING TO
ACCOMMODATE
STRAP
2x RIBBON OR
BLOCKING w/ (4) 16d
OR (3) 16d TOENAILS
BARRIER (FELT PAPER oc t-IVIU BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER
IOR SIM) IS PROVIDED 2x4 PT SILL PLT. IF OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN
KNEEWALL
M'S'O� TYPICAL TWO STORY SECTION 16Slb\ TWO STORY PARALLEL FLOOR CONNECTION fiSl'� TWO STORY PERP. FLOOR CONNECTION fisi)� CANTILEVERED FLOOR TRUSS CONNECTION fiil� FLOOR TRUSS TO GIRDER CONNECTION
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
2X BOTTOM PLATE W/ (2) 12d NAILS @ 12" O.C.
I
2x12 #2 SYP CONT.
LEDGER W1 (3)
1/4"x4-1/2" SDS
SCREWS (EQUALLY
SPACED VERTICALLY) Aj�% SEE PLAN
@ 24" O.C. AND @ EA.
END VERTICAL (MIN, 2'.
FROM T&B)
SEE PLAN FOR FLOOR
TRUSS DIRECTION
SEE WS10/SD5 OR WS1 I/SD5
FOR ADDITIONAL INFO
3/4-1=11-011
1\1_�
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
z
W
a -
CL
Uj
SLOPE
CONTRACTOR TO
PROVIDE ADEQUATE
WATERPROOFING. NO
CONCRETE SLAB
PERM117ED
3/4"= 1 1-01,
HANDRAIL BY OTHERS
SEE ARCH DWGS FOR
TOPPING INFO
3/4" PLYWOOD FLOOR
SHEATHING ATTACHED
PER NAILING
SCHEDULE
SLOPED BALCONY
FLOOR TRUSS (12"
TALL) (60/15/5 MIN.
LOADING) W1 LUS26 OR
LUS46 TO LEDGER
SEE WS1 1/SD5 FOR
SIM. END CONDITION
LINTEL PER PLAN
3/4"=10_011
3/4"=11-011
3/4"=11_011
�§Ri TYPICAL BALCONY FRAMING NOT USED
3/4"=11-011
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 consentofIVIONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC is strictly prohibited.
3
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pa Uj W e:
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F-
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0
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0
00*0
Z
W LL.
W 0
0 X
0
W
CL
STRUCTURALENG: CFG BAD
-STRUCT: DJ
QC CHECK: AML
JOB No. TM - 2171100
SCALE: AS INDICATED
DATE: 06/23/17
I
(2) 2x SYP #2 COLLIN
ON EITHER SIDE OF
GIRDER, PROVIDE
SUFFICIENT ROOM
FOR GIRDER HANGE
FLANGE. ATTACH
LEDGER TO EA.
COLUMN wl (4) 1/4" >
3-1/2" (8 TOTAL)
SIMPSON SDS
SCREWS
1/2"=1'-0"
2x BRG WALL W/
1/2"=l' _0"
2x BRG WALL W1
HANGER BY OTHERS
NAILS @ EACH END.
SIMPSON SP2 @ TOP &
EXTERIOR SHEATHING
SIMPSON SP2 @ TOP &
2x8's MIN. SPF #2 @ 16"
O.C. - SEE FRAMING
FROM TOP OF WALL
ATTACH PER NAILING
BAYS@ EACH
SP1 @ BASE. LSTA18
(2) 2x BASE PLATE w/
SP1 @ BASE. LSTA18
O.C. MAX (U.N.O.)
PLAN FOR MORE INFO.
PLATE ATTACH PER
TRUSS PER PLAN
F
OR MTS12 MAY BE
(2) 12d NAILS @ 12"
OR MTS12 MAY BE
C.M.U. WALL PER PLAN
WITH ROOF LOAD
ROOF SHEATHING
/6F1 SECTION A OPEN TO ABOVE
IMPSON H2.5 Ek
USED @BASE
O.C. USE SIMPSON
USED @ BASE.(WHEN
MSTAM24 EA. SIDE OF
2x4 BLOCKING
RUSS
EXTERIOR SHEATHING
SEE LD02/SD4 FOR
MTS12 OR LSTA18 TO
WALL IS CONT. BRG ON
EA. STUD TO WALL,
BETWEEN STUDS W1
TRUSS PER PLAN
ATTACH PER NAILING
SCHEDULE
2x BLOCKING W/ (2) 12d
BLOCKING BELOW.
L— — — —
— — —
TRUSS STRAP STUDS
BELOW W/ (9) 1 Od
2x6 #2 SYP CONT.
TRUSS PER PLAN
LCESS LEDGER INTO
LEDGER W/ (2) %"x3-11/2"
SDS WOOD SCREWS @
TOENAILS EACH END
NOT REQ'D IF STUD IS
2x6 #2 SYP CONT.
16" O.C. MAX. & 3"
w/ LSTA18 @ 16" O.C.
NAILS AND (6) 1/4"x2
NRUSS,
USSSHOP
FROM EA. END - USE (3)
WINGS
LEDGER W1 (2) Y4"0-1/2"
2x8 SYP #2 LEDGER W/
CONNECTED w/ MTS12
TO BOTTOM PLATE
TO TRUSS BELO"
3/4" TAPCONS PER
SDS WOOD SCREWS @
EA. TRUSS, 24" O.C.
@ 48" O.C.; SEE
OPT. TRUSS RECESS
2x BASE PLATE W/ (2)
OR LSTA18
16" O.C. MAX. & 3"
3/4" FLOOR SHEATHING
STRAP;CENTER
FOUNDATION DETAILS
t'6�04 LEDGER @ LOW ROOF
FROM EA. END - USE
12d NAILS @ 12" O.C.
3/4"= 1 1-0.1
(3) SCREWS FOR 24"
SIMPSON HUS26. USE
ATTACHED PER
STRAP BETWEEN
1/2" J -BOLT OR 1/2"
O.C.
HUS26-2 FOR 2PLY
MRUSS. VERIFY W/
2x BLOCKING W1 (2) 12d
2d,
SHEATHING TO
TRUSS
NAILING SCHEDULE
MASONRY WALL AND
SSSHOP
2x STUDS SEE PLAN
LEDGER PER PLAN
3/4" FLOOR SHEATHING
TOENAILS EACH END
2x8 SYP #2 LEDGER W/
U
FLOOR TRUSS PER
FRAME WALL
ATTACHED PER
STUDS ABOVE ARE
NAILING SCHEDULE
(2) 2x4 #2 SYP
TO ALIGN W/ STUDS
PLAN
2x8 #2 SYP P.T. SILL
(2) 2x4 #2 SYP
JHEND
BLOCKING W/ SIMPSON
I P ON
M S
BELOW
PLATE w/ 1/2" EPDXY
BLOCKING w/ SIMPSON
END
HUC24-2 EACH END,
ANCHOR BOLT OR
HUC24-2 EACH END,
USE (4) 1 Od & (2) 1 Od
') 1 0
B
J -BOLT Wt MIN, 7"
USE (4) 1 Od & (2) 1 Od
NAILS. UNDER
EMBED. @ 32" O.C. & 31'
NAILS. UNDER
SEE PLAN
WINDOW JAMBS ONLY
So LY
Ak SEE PLAN
FROM EA.END
WINDOW JAMBS USE
(2) 2x6 w/ HUC26-2.
2x SPF BASE
LOW ROOF TRUSS SEE
SEEARCHSFOR
LOW ROOF TRUSS SEE
FLOOR TRUSS PER
TRUSS PLAN FOR
FURRING AND
TRUSS PLAN FOR
PLAN
CONNECTIONS (IF
INTERIOR FINISH
CONNECTIONS
TRUSS IS CONT. BRG
1 1
MASONRY (SHOWN)
ON MASONRY USE
META16 @ 24" O.C. OR
MASONRY (SHOWN)
MASONRY WALL PER
OR WOOD WALL PER
OR WOOD WALL PER
PLAN
PLAN
ON WOOD USE HGA
PLAN
KNEEWALL OR BEAM
CLIPS @ 24" O.C.)
"S1 SECTION A- RAISED
HEEL TRUSS
*S1 \ SECTION 0 COMBO TRLJSS
&W�n WAI I qpi irp nPTAII q
(2) 2x SYP #2 COLLIN
ON EITHER SIDE OF
GIRDER, PROVIDE
SUFFICIENT ROOM
FOR GIRDER HANGE
FLANGE. ATTACH
LEDGER TO EA.
COLUMN wl (4) 1/4" >
3-1/2" (8 TOTAL)
SIMPSON SDS
SCREWS
1/2"=1'-0"
2x8 MIN. SPF #2 @ 16"
1/2"=l' _0"
EXT. WALL SHEATHING
PER WF1 O/SD4
HANGER BY OTHERS
NAILS @ EACH END.
EXTERIOR SHEATHING
F�
SHEATHING PER
O.C. - SEE FRAMING
FROM TOP OF WALL
ATTACH PER NAILING
BAYS@ EACH
ROOF SHEATHING PER
TO BOTTOM OF SILL
SCHEDULE
D ETAI L WF 1 O/D4
PLAN FOR MORE INFO.
PLATE ATTACH PER
TRUSS PER PLAN
F
PLAN.
NAILING SCHEDULE
C.M.U. WALL PER PLAN
WITH ROOF LOAD
ROOF SHEATHING
/6F1 SECTION A OPEN TO ABOVE
IMPSON H2.5 Ek
IMPSON H2.5 EA,
ATTACH PER NAILING
ATTACH PER NAILING
RUSS
2x4 BLOCKING
RUSS
SCHEDULE
SEE LD02/SD4 FOR
PRE-ENGINEERED
BETWEEN STUDS W1
TRUSS PER PLAN
PRE-ENGINEERED
BRACE
L— — — —
— — —
(2) 12d TOE NAILS
— — —
2x6 #2 SYP CONT.
TRUSS PER PLAN
LCESS LEDGER INTO
LEDGER W/ (2) %"x3-11/2"
SDS WOOD SCREWS @
SIMPSON HUS26. USE
HUS26-2 FOR 2PLY
2x6 #2 SYP CONT.
16" O.C. MAX. & 3"
TRUSS
NRUSS,
USSSHOP
FROM EA. END - USE (3)
WINGS
LEDGER W1 (2) Y4"0-1/2"
2x8 SYP #2 LEDGER W/
ALL THREAD ROD
TO BOTTOM PLATE
MIN. (4) 16d NAILS TO
SDS WOOD SCREWS @
EA. TRUSS, 24" O.C.
@ 48" O.C.; SEE
OPT. TRUSS RECESS
LEDGER
MAX. (AT EA. SIDE OF
16" O.C. MAX. & 3"
G.T. USE (4) 16d NAILS)
FOUNDATION DETAILS
t'6�04 LEDGER @ LOW ROOF
FROM EA. END - USE
LCESS
3/4"= 1 1-0.1
(3) SCREWS FOR 24"
SIMPSON HUS26. USE
LEDGER INTO
1/2" J -BOLT OR 1/2"
O.C.
HUS26-2 FOR 2PLY
MRUSS. VERIFY W/
SHEATHING TO
TRUSS
SSSHOP
2x STUDS SEE PLAN
LEDGER PER PLAN
ff WINGS
2x8 SYP #2 LEDGER W/
LEDGER AT GIRDER
NOT USED
MIN. (4) 16d NAILS T
EACH STUD (AT EACH
SIDE OF G.T. USE (4)
OPT. TRUSS RECESS LEDGER 16d NAILS)
LEDGER @ OPEN TO BELOW
1-1/2"=V-1"
2x8 MIN. SPF #2 @ 16"
3/4"=11-011
EXT. WALL SHEATHING
PER WF1 O/SD4
2x4 NAILER W/ (2)
I Od NAILS @ 16" 0. C.
2x4 STUDS @ 16" O.C.
1/2" GYP. BOARD
NAILS @ EACH END.
EXTERIOR SHEATHING
F�
SHEATHING PER
O.C. - SEE FRAMING
FROM TOP OF WALL
ATTACH PER NAILING
BAYS@ EACH
ROOF SHEATHING PER
TO BOTTOM OF SILL
SCHEDULE
D ETAI L WF 1 O/D4
PLAN FOR MORE INFO.
PLATE ATTACH PER
ARCHS
PLAN.
NAILING SCHEDULE
C.M.U. WALL PER PLAN
WITH ROOF LOAD
ROOF SHEATHING
/6F1 SECTION A OPEN TO ABOVE
IMPSON H2.5 Ek
ATTACH PER NAILING
RUSS
2x4 BLOCKING
SCHEDULE
X
SEE LD02/SD4 FOR
PRE-ENGINEERED
BETWEEN STUDS W1
TRUSS PER PLAN
MORE INFO.
BRACE
L— — — —
— — —
(2) 12d TOE NAILS
— — —
2x6 #2 SYP CONT.
LCESS LEDGER INTO
LEDGER W/ (2) %"x3-11/2"
SDS WOOD SCREWS @
SIMPSON HUS26. USE
HUS26-2 FOR 2PLY
VERIFY W1
16" O.C. MAX. & 3"
TRUSS
NRUSS,
USSSHOP
FROM EA. END - USE (3)
WINGS
SCREWS FOR 24" O.C.
2x8 SYP #2 LEDGER W/
ALL THREAD ROD
TO BOTTOM PLATE
MIN. (4) 16d NAILS TO
EA. TRUSS, 24" O.C.
@ 48" O.C.; SEE
OPT. TRUSS RECESS
LEDGER
MAX. (AT EA. SIDE OF
G.T. USE (4) 16d NAILS)
FOUNDATION DETAILS
t'6�04 LEDGER @ LOW ROOF
@ 3" O.C.
3/4"= 1 1-0.1
PLATE.
FOR CONNECTION @
EXT, FINISH PER
ARCHS
2x8 MIN. SPF #2 @ 16"
CONNECT TO DOUBLE
EXT. WALL SHEATHING
PER WF1 O/SD4
2x4 NAILER W/ (2)
I Od NAILS @ 16" 0. C.
2x4 STUDS @ 16" O.C.
1/2" GYP. BOARD
NAILS @ EACH END.
WALL. ANCHORS PLATE, SIMPSON SP8
F�
SHEATHING PER
O.C. - SEE FRAMING
0
ATTACH PER NAILING
BAYS@ EACH
ROOF SHEATHING PER
SHEATHING ISN'T CONT.
SCHEDULE
D ETAI L WF 1 O/D4
PLAN FOR MORE INFO.
BOTTOM PLATES.
ARCHS
PLAN.
2x BEARING WALL
C.M.U. WALL PER PLAN
WITH ROOF LOAD
TRUSSES ARE
/6F1 SECTION A OPEN TO ABOVE
fiFl)\ BRACING A 2 STORY FRAME WALL
SIMPSON H I OA @
ATTACHED PER
2x4 BLOCKING
NAILING SCHEDULE
X
SEE LD02/SD4 FOR
EACH DIAGONAL
BETWEEN STUDS W1
MORE INFO.
BRACE
L— — — —
— — —
(2) 12d TOE NAILS
— — —
EACH END
ATTACH SHEATHING
ALL THREAD ROD
TO BOTTOM PLATE
1/2" NUT & 2" x 2" x 1/8"
@ 48" O.C.; SEE
W/ (1) ROW 8d NAILS
SQUARE WASHER
2x8 P.T. BOTTOM
FOUNDATION DETAILS
@ 3" O.C.
PLATE.
FOR CONNECTION @
1/2" J -BOLT OR 1/2"
BASE
SHEATHING TO
THREADED ROD W/
2x STUDS SEE PLAN
OVERLAP BOTTOM
SIMPSON SET -XP
U
2x4 BOTTOM PLATE,
SHEATHING CONT. TO
2x4 BLOCKS, (2) 16d
CONNECT TO DOUBLE
w
2nd STORY WALL
NAILS @ EACH END.
WALL. ANCHORS PLATE, SIMPSON SP8
BOTTOM PLATE
BLOCK ADJACENT
SHALL HAVE 7" MIN. W/ (6) 1 Od x 1- 1 /2" NAILS
0
ATTACH PER NAILING
BAYS@ EACH
SHEATHING ISN'T CONT.
SCHEDULE
DIAGONAL AS SHOWN.
EXT. FINISH PER
BOTTOM PLATES.
PLATE 1 1/4" (MIN.)
EPDXY @ 32" O.0 & 4" IF SHEATHING IS NOT
CONNECT TO DOUBLE
1X PT NAILER AS REQ"D
FROM EA. END OF CONTINUOUS TO BASE
TOP PLATE W1 16d
NAILS @ 6" O.C.
WALL. ANCHORS PLATE, SIMPSON SP8
GIRDER SEE PLAN FOR
SHALL HAVE 7" MIN. W/ (6) 1 Od x 1- 1 /2" NAILS
WINDOW ATTACHMENT
CONT. #5 IN TIE BEAM
EMBED. TO CMU. ARE REQUIRED EA.
SHEATHING ISN'T CONT.
STUD TO TOP AND
(2) 2x4 TOP PLATE
EXT. FINISH PER
BOTTOM PLATES.
ARCHS
(2) 2x HEADER
2x BEARING WALL
C.M.U. WALL PER PLAN
WITH ROOF LOAD
TRUSSES ARE
/6F1 SECTION A OPEN TO ABOVE
fiFl)\ BRACING A 2 STORY FRAME WALL
1-1/2"=11-011
2x8 #2 SPF MIN STUDS
@ 16" O.C. PER PLAN
2x4 CONT, W/ (2) 12d
NAILS TO EACH STUD
2x8 #2 SYP P.T. SILL
PLATE W1 Y2" EPDXY
ANCHOR OR J -BOLT @
32" O.C. W1 MIN. 7"
EMBEDMENT & 6"
FROM EACH END
fkAA0nK1DV%A1A1 I DOD
PLAN
2x4 CONT. Wt (2) 12d
NAILS TO EACH STUD
2nd STORY WALL PER
PLAN
JH
I I _H
FLOOR TRUSS; SEE
FRAMING PLAN FOR
DIRECTION AND
CONNECTION DETAIL
MASONRY WALL PER
PLAN
12
PER PLAN
(2) 2x TOP PLATE
(2) 2x HEADER SEE
PLAN FOR MORE INFO
& CONNECTIONS
WINDOW SEE PLAN
FOR LOCATION
2x BLOCKING w/ (2) 12d
TOENAILS EACH SIDE
IF WALL SHEATHING IS
STOPPED BELOW
ROOF LINE
2x BASE PLATE W1 (2)
NAILS 12d @ 24" O.C.
TO FLOOR SYSTEM
BELOW
PLYWOOD FLOORING
SEE FLOOR FRAMING
PLAN FOR MORE INFO
SEE PLAN FOR
__��,TRUSS DIRECTION
& MORE INFO
FLOOR GIRDER SEE
PLAN FOR
CONNECTION
1 11 =1 I -Off
PRE ENGINEERED
TRUSSES @ 24" O.C.
MAX. PER PLAN
TRUSS ANCHOR (SEE
PLAN)
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
SEE TRUSS LAYOUT
FOR TRUSS LOCATION
& CONNECTION INFO
TYPICAL CONNECTION @ GIRDER OR BEAM
3/4"=11-011
FASTEN ROOF
SHEATHING TO
BLOCKS W/ 8d NAILS @
6" O.C.
(5) 16d NAILS BRACE z
TO BLOCKING 0
PROVIDE 2x4 BRACE
TO EACH ADJACENT
DIAGONAL, FASTEN
TO DIAGONAL W/ (2) U)
16d NAILS w
0
O.S.B. TO OVERLAP TRUSSES PER PLAN
BOTTOM PLATE 1 1/4"' WALL BRACING @ 48" —all
(MIN.) O.C. MAX. 450 FROM
2x LEDGER TO UPPER HORIZONTAL (+/- 10')
FLOOR WALL W/ BRACE NOT REQUIRED
1/4" X 3-1/2" SIMPSON 6'FROM EAVES. PLJ
SIDS SCREW @ 16" O.C. w
If U � E
i * Q. r0_0
co % U) z
(2) 2x SPF TOP 04 0 00. job
.— I-, . _j
2x #2 SPF STUDS @ 16"
O.C. w/ EXT. SHEATHING
PLATES U.N.O.
FROM TOP OF WALL TO
BOTTOM OF TRUSS/
GIRDER SEE PLAN FOR
WINDOW ATTACHMENT
INFO. IF WALL
SHEATHING ISN'T CONT.
LSTA1 8 STRAPS ARE
REQ'D FROM STUDS TO
GIRDER BELOW
(2) 2x HEADER
SEE LD02/SD4 FOR
MORE INFO IF
TRUSSES ARE
PARALLEL TO WALL
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
X
L— — — —
— — —
— A — —
— — —
SEE TRUSS LAYOUT
FOR TRUSS LOCATION
& CONNECTION INFO
TYPICAL CONNECTION @ GIRDER OR BEAM
3/4"=11-011
FASTEN ROOF
SHEATHING TO
BLOCKS W/ 8d NAILS @
6" O.C.
(5) 16d NAILS BRACE z
TO BLOCKING 0
PROVIDE 2x4 BRACE
TO EACH ADJACENT
DIAGONAL, FASTEN
TO DIAGONAL W/ (2) U)
16d NAILS w
0
O.S.B. TO OVERLAP TRUSSES PER PLAN
BOTTOM PLATE 1 1/4"' WALL BRACING @ 48" —all
(MIN.) O.C. MAX. 450 FROM
2x LEDGER TO UPPER HORIZONTAL (+/- 10')
FLOOR WALL W/ BRACE NOT REQUIRED
1/4" X 3-1/2" SIMPSON 6'FROM EAVES. PLJ
SIDS SCREW @ 16" O.C. w
If U � E
i * Q. r0_0
co % U) z
(2) 2x SPF TOP 04 0 00. job
.— I-, . _j
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O:Z=z 0
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0
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U_
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12
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U
0
z
U C 0
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ca
z 0
0 z
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z
(D
w
C) (D ice T
z
cam.
0 z
0
y
_r_ ruuNu. tL/-\N rIUK t- I U. Ktw. LLI z
0
0
1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP
SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER
MORE INFO MAX 6" FROM KING STUD W1 (5) 1 Od NAILS INTO TOP PLATE AND (5) 1 Od UJI
NAILS INTO HEADER Uj
IF PORTIONS OF THIS WALL a:
@)SEE CHART FOR REQUIRED JACKS IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. U)
KINGS # OF STUDS TO MATCH FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER
BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO
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.
z
o
0
Z 3 0
J
0 w
U) UJ
U
LO 0
0000
Lo
C-4
0 j Z
Uj
a LL.
gLU 0
n 0 3:
o
w
CL
STRUCTURALENG: CFG BAD
-STRUCT: DJ
QC CHECK: AML
JOB No. TM - 2171100
SCALE: AS INDICATED
DATE: 06/23/17
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 ofMONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC is strictly prohibited.
SD6
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
1 1
PRE-ENGINEERED
FLOOR SYSTEM
KNEEWALL OR BEAM
(2) 2x SPF TOP
PLATES U.N.O.
(2) 2x HEADER
SEE FLOOR PLAN
FOR MORE INFO
2x STUDS SEE PLAN
STUDS ABOVE ARE TO
ALIGN W1 STUDS BELOW
4@B)
2x P.T. BASE PLAT E
SEE BEARING SCHED.
FOR A.B. INFO
_j
w
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0. C
11 �'
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0 < w
0
_j
U_
P
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12
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U
0
z
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ca
z 0
0 z
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z
(D
w
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z
cam.
0 z
0
y
_r_ ruuNu. tL/-\N rIUK t- I U. Ktw. LLI z
0
0
1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP
SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER
MORE INFO MAX 6" FROM KING STUD W1 (5) 1 Od NAILS INTO TOP PLATE AND (5) 1 Od UJI
NAILS INTO HEADER Uj
IF PORTIONS OF THIS WALL a:
@)SEE CHART FOR REQUIRED JACKS IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. U)
KINGS # OF STUDS TO MATCH FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER
BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO
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.
z
o
0
Z 3 0
J
0 w
U) UJ
U
LO 0
0000
Lo
C-4
0 j Z
Uj
a LL.
gLU 0
n 0 3:
o
w
CL
STRUCTURALENG: CFG BAD
-STRUCT: DJ
QC CHECK: AML
JOB No. TM - 2171100
SCALE: AS INDICATED
DATE: 06/23/17
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 ofMONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC is strictly prohibited.
SD6
STANDARD (3) 2X12
MIN. (3) 2x SYP #2 STRINGERS W/ LLJ
STUDS REQ'D @ END SIMPSON A34 CLIP TO
OF LANDING W1 MIN. (6) FLOOR SYSTEM <
16d NAILS FROM
LEDGER TO STUD
PACK
LINE UP 2xJOIST IN
LINE WITH MIDDLE
STANDARD (3) 2X12 2x12 STRINGER TO BE
STRINGERS Wt UTILIZED AS BLOCKING
SIMPSON A35 / A34
CLIP TO FLOOR z
SYSTEM & LANDING 2xJOISTS @ LANDING 0
FRAMING @ 16"O.C. W/ SIMPSON
CIL
z A35 OR LUS26 HANGER
a ry
z ON EACH SIDE
W
U. W
10
6" MIN.
(2) 2x BEAM PER 2xJOIST (P.T. IF
SCHEDULE REQ'D @ 0-011 MAX ATTACHING TO
.0e U.1
END OF LANDING FOR WIDTH OF LAND�n MASONRY WALL) CONT 9
STRINGERS TO MID SPAN BLOCKING LEDGER W/ (3) 16d U)
CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. 9
U_
TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" 2�
BUILT UP COLUMNS
TOENAILS EACH END x 3 1/2" TITENS @ 16" 2 j%%11111111111 W
BELOW (0
O.C. MAX. FOR 00
MASONRY WALL) 10" MIN. NN
A -A PLAN VIEW (a) 90 DEGREE TURN LANDING < 0
SEE SCHEDULE FOR MAX WIDTH OF LANDING W Z
�1 _M1 N
0
MIN. (3) 2x SYP #2 rO
t_u
STUDS REQ'D @ END 0
3/4" PLYWOOD OR OSB co z Ix
OF LANDING W/ MIN. (6)
16d NAILS FROM SEE PLAN FOR DEPTH SHEATHING OVER 0
OF LANDING _j
LANDING ATTACHED LL
LEDGER TO STUD STAIR WINDER DETAIL �e* P
PACK PER GENERAL FLOOR
T UCTI N
NOTES
MID SPAN BLOCKING
TO MATCH JOIST PLYWOOD SHEATHING 0
DEPTH W1 (3) 1 Od 2xJOIST LEDGER (P.T. OVER LANDING
STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER
SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR
C�
` r\
SIMPSON A34 / A35 CONSTRUCTION U
CLIP TO FLOOR z NOTES
SYSTEM & LANDING 0 11 16" O.C.
z z
0 MAX U C 0
FRAMING U_ 5 BEAM @ END OF .0
Uj U_
0
LANDING PER
SCHEDULE
LU
Uj
SEE PLAN FOR z
MASONRY WALL OR 0
WOOD WALL
SIMPSON A35
CONNECTIONS
BI B
MASONRY WALL OR
FRAME WALL BEYOND ail
(2) 2x BEAM PER 2x JOIST (P.T. IF
SCHEDULE REQ 2x JOISTS PER ATTACHING TO z
END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT (D 0
STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER W/ (3) 16d B -B CROSS SECTION OF BEAM TO LEDGER V5 -1
CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. U) Lu 5;
TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" 0 W
Cn CS n !;�
BUILT UP COLUMNS x 3 1/2" TITENS @ 16" 06 z
BELOW O.C. MAX. FOR 0 1
MASONRY WALL) STRINGERS TO BE < Z r 215
A -A PLAN VIEW 180 DEGREE TURN LANDING NOTCHED AT LANDING P:
SEE SCHEDULE FOR MAX WIDTH OF LANDING
(3) 16d TOENAILS
12.
z
KIOT H.0, r) er<.
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
81-01,
12-41
RISE OF STEPS AND
2x6
3/4" O.S.B. W/ 8d NAILS --
(1) 2x12
(1) 2x8
MIN. TREAD DEPTH
4041
@ 3" O.C. TOP AND
(3) 2x12
2x8
BOTTOM CHORD
111-01,
(2) 2x12
2x6
I -JOIST PER FRAMING
(1) 2x12
(1) 2x8
2x6
4v -Olt
PLAN W/ SQUASH
(3) 2x12
2x8
BLOCK OR
101-011
(2) 2x12
2x6
BEAM/FLOOR TRUSS
(1) 2x12
(1) 2x8
2x6
41-0"
PER PLAN
(3) 2x12
2x12
91-01,
(2) 2x12
2x8
PENDING LANDING
91-011
(1) 2x12
(1) 2x8
2x6
HEIGHT AND PLAN
F-
U)
(3) 2x12
LAYOUT. HEADER
91_01V
(2) 2x12
2x8
WITHIN SUPPORT
81-01f
(1) 2x12
(1) 2x8
2x6
WALL COULD BE
i
(3) 2x12
REQUIRED. SEE PLAN
2x12 STRINGERS ONE
(2) 2x12
2x8
FOR REQUIRED
ON EACH SIDE AND
(1) 2x12
(1) 2x8
2x6
HEADER AND
ONE @ MID -SPAN
Al
(2) 2x12
SUPPORT
A
81-011
(1) 2x12
(1) 2x8
2x6
INFORMATION.
A34 @ EA. STRINGER
5'-0" OR LESS
(2) 2x12
2x8
TO LANDING
(1) 2x12
(1) 2x8
2x6
6f-01'
2x ATTACHED TO
2x JOIST (P.T. IF
STRINGER
GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS,
ATTACHING TO
U)
X
MASONRY WALL) CONT
2x6 VERTICAL @ 6_0"
LEDGER w/ (3) 16d
2x12 STRINGERS ONE
2x4 #2 SPF STUDS @
SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF
NAILS @ 16" O.C. MAX.
ON EACH SIDE AND
TO EACH STUD. ((2) 1/4"
ONE @ MID -SPAN
O.C. MIN. AND @ ANY
x 3 1/2" TITENS @ 16"
(NOTCHED @ 2x6
24" O.C. W/ (2) 12d
(2) 2X BEAM PER
O.C. MAX. FOR
MASONRY WALL)
A35 CONNECTION
SCHEDULE @ END OF
LANDING FOR
k_
TOENAILS BOTTOM
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
BUILT UP COLUMN
2x JOIST PER
X 3" EVENLY SPACED
BELOW.
SCHEDULE
TAPCONS @ MIN. END
MIN. (3) 2x4 SPF #2
FOR VERTICAL
DISTANCE OF 1-1/2"
NOTCH SILL AND
COLUMN
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
81-01,
12-41
(2) 2x12
2x6
61-011
(1) 2x12
(1) 2x8
2x6
4041
(3) 2x12
2x8
8f_011
111-01,
(2) 2x12
2x6
61-011
(1) 2x12
(1) 2x8
2x6
4v -Olt
<
(3) 2x12
2x8
V-011
101-011
(2) 2x12
2x6
6'-0"
(1) 2x12
(1) 2x8
2x6
41-0"
_j
F-
(3) 2x12
2x12
91-01,
(2) 2x12
2x8
71-01'
91-011
(1) 2x12
(1) 2x8
2x6
5'-01v
F-
U)
(3) 2x12
2x8
91_01V
(2) 2x12
2x8
71-0"
81-01f
(1) 2x12
(1) 2x8
2x6
5141
i
(3) 2x12
2x12
91-0..
(2) 2x12
2x8
7'-011
71-01'
(1) 2x12
(1) 2x8
2x6
T -O"
LLI
W
61-011
(2) 2x12
2x8
81-011
(1) 2x12
(1) 2x8
2x6
V-011
X X
5'-0" OR LESS
(2) 2x12
2x8
a:
(1) 2x12
(1) 2x8
2x6
6f-01'
BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY 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
2, IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 06/23/17
3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS
*T�01GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL rSTON3� HANDRAIL CONNECTION AT FLOOR TRUSSES
(2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR
3/4"=1 1-011 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1 1-01, N.T,S.
1\� 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 WIVIR & ASSOCIATES, LLC Any use, duplication, or transfer ofthese documents without the expressed, written consent ofMONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I I
W
<
z
3Y21
ON
_j
F-
0
SEE ARCH PLAN
2x4 CONT. TOP PLATE
F-
U)
ZE
MAX. 4'-0" ABOVE FLOOR
ATTACH TOP PLATE TO
i
STUDS W/(2)16d TOE
LLI
W
2x4 #2 SPF STUDS
X X
NAILS
a:
@ 24" O.C.
2x4 SILL PLATE Wt (2)
GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS,
U)
2x6 VERTICAL @ 6_0"
1 Od NAILS @ 4" 0. C.
2x4 #2 SPF STUDS @
SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF
O.C. MIN. AND @ ANY
(NOTCHED @ 2x6
24" O.C. W/ (2) 12d
AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND
OPENING W1IN
TOENAILS BOTTOM
TABLE R301 �5 (FBC 6TH EDITION)
HANDRAIL
NOTCH SILL PLATE
VERTICAL LOCATIONS). L
KNEEWALL
FOR VERTICAL
NOTCH SILL AND
PLYWOOD FLOORING
TO ALLOW VERTICAL
2x L -BRACE W/ 12d
2x6 VERTICAL AND
TO SLIDE DOWN TO
NAILS @ 4" O.C.
L -BRACE @ V-0" O.C. &
FACE OF TRUSS
@ ANY OPENING
2x4 CONT. TOP
z
0
PLATE
L0
ATTACH 2x6 VERTICAL
(ATTACH TOP PLATE
DOUBLE TRUSS PARALLEL TO FLOOR
TO TRUSS W1 (3) Y4" x 3"
TO STUDS W/ (2) 16d
3 1/2" TOE NAILS
Z
z —
0
N -,j
SECTION X -X
N�T,S.
SIDS WOOD SCREWS
J
0
j
EQUALLY
W
SPACED/CENTERED IN
2x4 #2 SPF STUDS @
IV)
W
2x4 CONT. TOP PLATE
2x4 CONT. TOP PLATE
TRUSS TO OUTSIDE
24" O.C. EVERY OTHER
ATTACH TOP PLATE TO
ATTACH TOP PLATE TO
FACE OF TRUSS
STUD TO BE
0
STUDS 2/ (2) 16d TOE
STUDS W1 (2) 16d TOE q -til
2
ATTACHED TO TRUSS
0 00
0
NAILS
NAILS
BELOW (OTHERWISE
in
W
2x4 #2 SPF STUDS @
SEE ARCH PLAN
ATTACH W1 (2) 12d
C4
24" O.C. W/ (2) 12d
MAX. 4'-0" ABOVE FLOOR
TOENAILS @ BOTTOM)
0 _j
Z
TOENAILS BOTTOM
2x4 #2 SPF STUDS @ X X
_j W
13
W
SLICE CUT PLYWOOD
24" O.C. W1 (2) 12d
NOTCH FLOOR 2x4 SILL PLATE W1 (2)
_\
Uj
0
FLOORING FOR STRAP
TOENAILS BOTTOM
SHEATHING T 16d TOE NAIL EA.
0
ACCOMMODATE 2x CONT. BRACE & 10d
0
z
2x4 SILL PLATE W/ (2)
NAILS @ 4" O.C. TO
2x4 #2 SPF SILL PLATE
NOTCH SILL AND
I Od NAILS @ 4" 0. C.
FLOOR SHEATHING
W/ (2) 10d NAILS @ 4"
PLYWOOD FLOORING
(NOTCHED @ 2x6
ra
O.C.
TO ALLOW VERTICAL L
VERTICAL LOCATIONS).
ATTACH 2x4 TO TRUSS
STRUCTURALENG:
CFG
BAD
TO SLIDE DOWN TO
W/ (2) %"xT' SIDS
DRAFTING:
(2) SIMPSON LSTA24
FACE OF TRUSS
SCREWS EQUALLY
STRAP (1 EA. SIDE OF
SPACED & CENTERED
-STRUCT:
DJ
STUD) EVERY 48" O.C.
ATTACH 2x6 VERTICAL
2x6 VERTICAL AND
IN TRUSS
TO TRUSS W1 (3) Y4" x 3"
L -BRACE @ 6-4- O.C. &
QC CHECK:
JOB
No.
_—AML
TM - 2171100
FLOOR BEAM CONDITION SIDS WOOD SCREWS @ ANY OPENING
1:1 nnP QPAU Qr=
BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY 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
2, IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 06/23/17
3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS
*T�01GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL rSTON3� HANDRAIL CONNECTION AT FLOOR TRUSSES
(2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR
3/4"=1 1-011 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1 1-01, N.T,S.
1\� 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 WIVIR & ASSOCIATES, LLC Any use, duplication, or transfer ofthese documents without the expressed, written consent ofMONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I I