448 Red Rose Ln 17-1947 (a)THORNBROOKE 40's
COMMUNITY SPECIFIC
STANDARD SPECIFICATIONS
MONO FOOTING, ALUMINUM OVER 2xb 5U5 FA5CIA,
5HINGLE ROOF, ELECTRIC HEAT, 50 CiAL. J -H,, 150 AMP
5EIRVICE/PANEL BOX, PAVER DRIVE AND LEAD WALK,
PAVER ENTRY, AND ACRYLIC AT LANAI,
i TIL, - J, i h L: t,,Jlhil � LJ 11, L 1 1 i
GENERAL CON5TRUCTION NOTE5:
CHAPTERS AND SECTIONS REFER TO F,15L.R - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE
TO BE CONSIDERED "NOMINAL DIMENSIONS`
LOT 286 THORNBROOKE 40S OCCUPANCY AND CON5TRUCTION TYPE:
THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION.
EXTERIOR WALL ENVELOPE:
1qR1 IPY 1 BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.5,C,-BULDING BY PROVIDING ALL DETAILS L15TED UNDER TH15 SECTION, INCLUDING BUT
b4MF� q tR tR F1 FVATTnNj "A' NOT LIMITED TO. THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIORWALL ENVELOPE 15MAINTAINED.
CEILING GON5TRUCTION:
1. THE GARAGE SHALL BE SEPARATED FROM THE RE51DENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH
HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (5,9 mm) TYPE 'X` GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A
FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH
GARAGE RIGHT FBL.R. - 5TH EDITION (2014) R-1023.5.
EXTERIOR FIN15PE5:
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER r.B.C,R. - 5TH EDITION (2014) R103.6.1 AND A5TM 0 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE
OF CORRO51ON-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1116 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAKES
SPACED NO MORE THAN & INCHES, OR AS OTHERW15E APPROVED, THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C,R. - �TH EDITION (2014)RIO3.6.2 AND A6TM C 926,
TAYLOR MORRISON PER F.B.C.R. 5TH EDITION (2014) R103b,2,I WEEP 5CREED5 SHALL BE A MINIMUM NO. 2(o GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP 5CREED OR PLASTIC WEEP 5CREED WITH A MINIMUM
VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP 5CREED SHALL BE
PLACED A MINIMUM OF 4 INCHES AE30VE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL
COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER F.B.C.R. 5TH EDITION (2014) R103L.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL
INCLUDE A WATER RE615TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R103.6.5 OR IN
AL,L,UKL)ANL,r_ WI I H AD I F I U 'U10.
5TUCCO CONTROL JOiNT5:
STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE TWAT 100
5F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE
INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN61ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE
REDRAW NOTES PLAN REVISIONS DRAWING INDEX CONSIDERED AS CONTROL JOINTS.
1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 16 NO ACCE66 TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF
02-21-11 CREATED LOT 5PECIFIC PLAN FOR LOT 206 IN COV - GENERAL NOTES, INDEX, SPECIFICATIONS 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM.
FLA5HING:
THORNE31ROOKE 405 ELEVATION "All GARAGE 1 - SLAB INTERFACE PLAN 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF 5LOPE OR DIRECTION, AND AROUND ROOF OPENINGS.
RIGHT V PLAN OPTION6 iNCLUDING: LANAI 2, APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO
EXTEN510N, (2) INTERCONNECT IN WALL WIRE THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE
CHA5E TUBE, (2) ELECTRICAL OUTLET5 IN NON 2A1 - FLOOR PLAN NOTES INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8.
I I �r A rV A r le) ) M A n nrk In A % I'�' nnf- I I Int- r- INNIMnIll INIATAI � ATIMI
ZAZ - I-LUUK FLAIN U1Mr_1NZ:)1U1\C3 1. WINDOWS SHALL BE INSTALL ; ED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDE[) BY THE cc 8 Z
c3
MANUFACTURER FOR EACH WINDOW, Uj
2C - INTERIOR ELEVATIONS DETAILS _j
1)UJ!:LLING / UAf,,AUI: UI'tNINU,): C W.
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/5" IN THICKNESS, 50LID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS co
3A1 - FRONT ELEVATION NOT LE55 THAN 13/5" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL05IN5 DEVICE.
*z
3A2 - SIDE AND REAR ELEVATIONS, ROOF PLAN FLOOD ZONE RE(XREMENT5:
PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION.
00
0
0 co
3A3 - FLASHING DETAILS A5PHALT 5HINGLE5 (IF APPLICABLE): as
I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW�16 AND RW5.2.61 0 0 z
00-
3A4 - FLASHING DETAILS 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF 5LOPE6 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS % z
HORIZONTAL (2:12� AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERILAYMENT COMPLYING WITH A5TM 1) 226, TYPE I OR TYPE 11, A6TM D 4869, TYPE 11 OR Gas
4 ELECTRICAL PLAN TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. FOR RO( 7 51-CFE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF 6�
UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4a69, TYPE IV OR A5TM D blbl 15 REQUIRED IN ACCORDANCE WITH SECTION RW52.1. *.1
CLAY AND CONCRETE TILE (IF APPLICABLE):
THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R905.3 6HALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 0
RECOMMENDATIONS OF FR6A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA6i) 16 DETERMINED IN ACCORDANCE WITH SECTION R30111.3 0 z
OR THE RECOMMENDATIONS OF RAS 11a, 11� OR 120. REQUIRED UNDERLAYMENT PER F.B.G.R. - 5TH EDITION (2014) R905,33 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 262b, TYPE 11; OR A5TM
D 1910 OR A6TM D 63W, CLA35 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE
INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsi) 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.13 OR THE RECOMMENDATIONS OF RAS 115,119 OR 120. 0
CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE):
1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" P45T THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER
THAN THE ROOF OR RIDGE THAT 15 104" AWAY OR CLOSER
TUB AND 5HOWEIR AREA&
1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM G12ab, C1325, OR CII10 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER
RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS.
r,_ECORD COPY TERMITE PROTECTION:
1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA15-ON-GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR
SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO
ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN61DE THE SLEEVE.
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 6Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT
(305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DM5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH
EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE ENE) RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
REVIEWED FOR CODE COMPLIANCE MECHANICAL AND HVAC:
1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUFN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR
PLANS EXAMINER PERMIT,
.&C2 - (:7
DATE 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER
PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING N5PECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL 'WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES 00
(162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE.
a&�LEQR12BUI QlNaR� ISIQN 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #2(o GAUGE (04 mm) SHEET STEEL
OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE R45ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED, GRADE AND SHALL AL50 CONFORM TO THE
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET MANUFACTURER'S INSTALLATION INSTRUCTIONS.
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL F. >=
CODES, Nor 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE To ANY BUILDING COMPONENT WILL OCCURA5 A RESULT
i ' SHALL ISSUANCE OF A PERMIT PREVENT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PAN$ SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION6 M1411.3.
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS, 0 All<
CONSTRUCTION OR VIOLATIONS OF THIS CODE EXHAU6T FAN5 AN[) VENTING:
1. OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 501'FIT, RIDGE
COMPACTION TEST VENT OR CRAWL SPACE. 011
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE MMMOMMAII
REQUIRED OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING.
Results to be Verijied 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH 0 0
at Slab Inspection OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EXP 90 DEGREE (1,6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST MOO
DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF 15oo
THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER PAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES
# 1 7 - 1 9 4 7 DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE
THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "TH15 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER PAN."
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD �50 IN FBC, TITLE
COVER SHEET
S A r 1 oFf) f �Z ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES
165UANCE OF PLANS FROM TH15 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE
BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15GREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT
TO THE ATTENTION OF THE DRAFTER'6 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS, ANY REVISIONS OR CHANGE6,NOT RELATED TO THE
CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5U5JECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY
OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE.
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DAVIS BEWS
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EST. 1994 F-— I
ZAZ - I-LUUK FLAIN U1Mr_1NZ:)1U1\C3 1. WINDOWS SHALL BE INSTALL ; ED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDE[) BY THE cc 8 Z
c3
MANUFACTURER FOR EACH WINDOW, Uj
2C - INTERIOR ELEVATIONS DETAILS _j
1)UJ!:LLING / UAf,,AUI: UI'tNINU,): C W.
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/5" IN THICKNESS, 50LID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS co
3A1 - FRONT ELEVATION NOT LE55 THAN 13/5" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL05IN5 DEVICE.
*z
3A2 - SIDE AND REAR ELEVATIONS, ROOF PLAN FLOOD ZONE RE(XREMENT5:
PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION.
00
0
0 co
3A3 - FLASHING DETAILS A5PHALT 5HINGLE5 (IF APPLICABLE): as
I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW�16 AND RW5.2.61 0 0 z
00-
3A4 - FLASHING DETAILS 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF 5LOPE6 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS % z
HORIZONTAL (2:12� AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERILAYMENT COMPLYING WITH A5TM 1) 226, TYPE I OR TYPE 11, A6TM D 4869, TYPE 11 OR Gas
4 ELECTRICAL PLAN TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. FOR RO( 7 51-CFE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF 6�
UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4a69, TYPE IV OR A5TM D blbl 15 REQUIRED IN ACCORDANCE WITH SECTION RW52.1. *.1
CLAY AND CONCRETE TILE (IF APPLICABLE):
THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R905.3 6HALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 0
RECOMMENDATIONS OF FR6A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA6i) 16 DETERMINED IN ACCORDANCE WITH SECTION R30111.3 0 z
OR THE RECOMMENDATIONS OF RAS 11a, 11� OR 120. REQUIRED UNDERLAYMENT PER F.B.G.R. - 5TH EDITION (2014) R905,33 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 262b, TYPE 11; OR A5TM
D 1910 OR A6TM D 63W, CLA35 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE
INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsi) 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.13 OR THE RECOMMENDATIONS OF RAS 115,119 OR 120. 0
CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE):
1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" P45T THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER
THAN THE ROOF OR RIDGE THAT 15 104" AWAY OR CLOSER
TUB AND 5HOWEIR AREA&
1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM G12ab, C1325, OR CII10 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER
RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS.
r,_ECORD COPY TERMITE PROTECTION:
1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA15-ON-GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR
SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO
ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN61DE THE SLEEVE.
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 6Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT
(305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DM5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH
EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE ENE) RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
REVIEWED FOR CODE COMPLIANCE MECHANICAL AND HVAC:
1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUFN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR
PLANS EXAMINER PERMIT,
.&C2 - (:7
DATE 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER
PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING N5PECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL 'WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES 00
(162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE.
a&�LEQR12BUI QlNaR� ISIQN 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #2(o GAUGE (04 mm) SHEET STEEL
OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE R45ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED, GRADE AND SHALL AL50 CONFORM TO THE
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET MANUFACTURER'S INSTALLATION INSTRUCTIONS.
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL F. >=
CODES, Nor 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE To ANY BUILDING COMPONENT WILL OCCURA5 A RESULT
i ' SHALL ISSUANCE OF A PERMIT PREVENT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PAN$ SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION6 M1411.3.
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS, 0 All<
CONSTRUCTION OR VIOLATIONS OF THIS CODE EXHAU6T FAN5 AN[) VENTING:
1. OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 501'FIT, RIDGE
COMPACTION TEST VENT OR CRAWL SPACE. 011
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE MMMOMMAII
REQUIRED OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING.
Results to be Verijied 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH 0 0
at Slab Inspection OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EXP 90 DEGREE (1,6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST MOO
DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF 15oo
THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER PAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES
# 1 7 - 1 9 4 7 DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE
THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "TH15 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER PAN."
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD �50 IN FBC, TITLE
COVER SHEET
S A r 1 oFf) f �Z ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES
165UANCE OF PLANS FROM TH15 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE
BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15GREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT
TO THE ATTENTION OF THE DRAFTER'6 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS, ANY REVISIONS OR CHANGE6,NOT RELATED TO THE
CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5U5JECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY
OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE.
DAVIS BEWS
DESIGN GPOVP
I
150 STATE STR_EET EAST
CLIDSMAR, MORIDA 34677
813. 925.1300 TEL
813. 925.1800 FAX
WWWIDAVISBEWS.COM
TAA"A * E)ENrVF_R_
EST. 1994 F-— I
ZAZ - I-LUUK FLAIN U1Mr_1NZ:)1U1\C3 1. WINDOWS SHALL BE INSTALL ; ED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDE[) BY THE cc 8 Z
c3
MANUFACTURER FOR EACH WINDOW, Uj
2C - INTERIOR ELEVATIONS DETAILS _j
1)UJ!:LLING / UAf,,AUI: UI'tNINU,): C W.
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/5" IN THICKNESS, 50LID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS co
3A1 - FRONT ELEVATION NOT LE55 THAN 13/5" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL05IN5 DEVICE.
*z
3A2 - SIDE AND REAR ELEVATIONS, ROOF PLAN FLOOD ZONE RE(XREMENT5:
PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION.
00
0
0 co
3A3 - FLASHING DETAILS A5PHALT 5HINGLE5 (IF APPLICABLE): as
I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW�16 AND RW5.2.61 0 0 z
00-
3A4 - FLASHING DETAILS 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF 5LOPE6 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS % z
HORIZONTAL (2:12� AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERILAYMENT COMPLYING WITH A5TM 1) 226, TYPE I OR TYPE 11, A6TM D 4869, TYPE 11 OR Gas
4 ELECTRICAL PLAN TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. FOR RO( 7 51-CFE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF 6�
UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4a69, TYPE IV OR A5TM D blbl 15 REQUIRED IN ACCORDANCE WITH SECTION RW52.1. *.1
CLAY AND CONCRETE TILE (IF APPLICABLE):
THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R905.3 6HALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 0
RECOMMENDATIONS OF FR6A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA6i) 16 DETERMINED IN ACCORDANCE WITH SECTION R30111.3 0 z
OR THE RECOMMENDATIONS OF RAS 11a, 11� OR 120. REQUIRED UNDERLAYMENT PER F.B.G.R. - 5TH EDITION (2014) R905,33 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 262b, TYPE 11; OR A5TM
D 1910 OR A6TM D 63W, CLA35 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE
INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsi) 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.13 OR THE RECOMMENDATIONS OF RAS 115,119 OR 120. 0
CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE):
1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" P45T THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER
THAN THE ROOF OR RIDGE THAT 15 104" AWAY OR CLOSER
TUB AND 5HOWEIR AREA&
1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM G12ab, C1325, OR CII10 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER
RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS.
r,_ECORD COPY TERMITE PROTECTION:
1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA15-ON-GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR
SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO
ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN61DE THE SLEEVE.
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 6Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT
(305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DM5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH
EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE ENE) RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
REVIEWED FOR CODE COMPLIANCE MECHANICAL AND HVAC:
1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUFN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR
PLANS EXAMINER PERMIT,
.&C2 - (:7
DATE 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER
PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING N5PECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL 'WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES 00
(162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE.
a&�LEQR12BUI QlNaR� ISIQN 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #2(o GAUGE (04 mm) SHEET STEEL
OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE R45ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED, GRADE AND SHALL AL50 CONFORM TO THE
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET MANUFACTURER'S INSTALLATION INSTRUCTIONS.
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL F. >=
CODES, Nor 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE To ANY BUILDING COMPONENT WILL OCCURA5 A RESULT
i ' SHALL ISSUANCE OF A PERMIT PREVENT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PAN$ SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION6 M1411.3.
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS, 0 All<
CONSTRUCTION OR VIOLATIONS OF THIS CODE EXHAU6T FAN5 AN[) VENTING:
1. OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 501'FIT, RIDGE
COMPACTION TEST VENT OR CRAWL SPACE. 011
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE MMMOMMAII
REQUIRED OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING.
Results to be Verijied 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH 0 0
at Slab Inspection OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EXP 90 DEGREE (1,6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST MOO
DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF 15oo
THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER PAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES
# 1 7 - 1 9 4 7 DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE
THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "TH15 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER PAN."
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD �50 IN FBC, TITLE
COVER SHEET
S A r 1 oFf) f �Z ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES
165UANCE OF PLANS FROM TH15 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE
BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15GREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT
TO THE ATTENTION OF THE DRAFTER'6 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS, ANY REVISIONS OR CHANGE6,NOT RELATED TO THE
CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5U5JECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY
OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE.
cm
00
ZAZ - I-LUUK FLAIN U1Mr_1NZ:)1U1\C3 1. WINDOWS SHALL BE INSTALL ; ED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDE[) BY THE cc 8 Z
c3
MANUFACTURER FOR EACH WINDOW, Uj
2C - INTERIOR ELEVATIONS DETAILS _j
1)UJ!:LLING / UAf,,AUI: UI'tNINU,): C W.
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/5" IN THICKNESS, 50LID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS co
3A1 - FRONT ELEVATION NOT LE55 THAN 13/5" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL05IN5 DEVICE.
*z
3A2 - SIDE AND REAR ELEVATIONS, ROOF PLAN FLOOD ZONE RE(XREMENT5:
PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION.
00
0
0 co
3A3 - FLASHING DETAILS A5PHALT 5HINGLE5 (IF APPLICABLE): as
I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW�16 AND RW5.2.61 0 0 z
00-
3A4 - FLASHING DETAILS 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF 5LOPE6 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS % z
HORIZONTAL (2:12� AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERILAYMENT COMPLYING WITH A5TM 1) 226, TYPE I OR TYPE 11, A6TM D 4869, TYPE 11 OR Gas
4 ELECTRICAL PLAN TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. FOR RO( 7 51-CFE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF 6�
UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4a69, TYPE IV OR A5TM D blbl 15 REQUIRED IN ACCORDANCE WITH SECTION RW52.1. *.1
CLAY AND CONCRETE TILE (IF APPLICABLE):
THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R905.3 6HALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 0
RECOMMENDATIONS OF FR6A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA6i) 16 DETERMINED IN ACCORDANCE WITH SECTION R30111.3 0 z
OR THE RECOMMENDATIONS OF RAS 11a, 11� OR 120. REQUIRED UNDERLAYMENT PER F.B.G.R. - 5TH EDITION (2014) R905,33 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 262b, TYPE 11; OR A5TM
D 1910 OR A6TM D 63W, CLA35 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE
INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsi) 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.13 OR THE RECOMMENDATIONS OF RAS 115,119 OR 120. 0
CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE):
1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" P45T THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER
THAN THE ROOF OR RIDGE THAT 15 104" AWAY OR CLOSER
TUB AND 5HOWEIR AREA&
1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM G12ab, C1325, OR CII10 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER
RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS.
r,_ECORD COPY TERMITE PROTECTION:
1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA15-ON-GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR
SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO
ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN61DE THE SLEEVE.
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 6Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT
(305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DM5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH
EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE ENE) RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
REVIEWED FOR CODE COMPLIANCE MECHANICAL AND HVAC:
1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUFN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR
PLANS EXAMINER PERMIT,
.&C2 - (:7
DATE 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER
PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING N5PECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL 'WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES 00
(162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE.
a&�LEQR12BUI QlNaR� ISIQN 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #2(o GAUGE (04 mm) SHEET STEEL
OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE R45ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED, GRADE AND SHALL AL50 CONFORM TO THE
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET MANUFACTURER'S INSTALLATION INSTRUCTIONS.
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL F. >=
CODES, Nor 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE To ANY BUILDING COMPONENT WILL OCCURA5 A RESULT
i ' SHALL ISSUANCE OF A PERMIT PREVENT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PAN$ SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION6 M1411.3.
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS, 0 All<
CONSTRUCTION OR VIOLATIONS OF THIS CODE EXHAU6T FAN5 AN[) VENTING:
1. OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 501'FIT, RIDGE
COMPACTION TEST VENT OR CRAWL SPACE. 011
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE MMMOMMAII
REQUIRED OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING.
Results to be Verijied 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH 0 0
at Slab Inspection OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EXP 90 DEGREE (1,6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST MOO
DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF 15oo
THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER PAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES
# 1 7 - 1 9 4 7 DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE
THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "TH15 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER PAN."
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD �50 IN FBC, TITLE
COVER SHEET
S A r 1 oFf) f �Z ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES
165UANCE OF PLANS FROM TH15 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE
BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15GREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT
TO THE ATTENTION OF THE DRAFTER'6 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS, ANY REVISIONS OR CHANGE6,NOT RELATED TO THE
CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5U5JECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY
OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE.
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PAVER DRIVE / LEAD WALK 15 INSTALLED AT PLANTERS
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101-01, 204"
301-01, SLAB INTERFACE PLAN
SCALE: 1/4" : V-011
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L50 STATE STRXET EAST
OUMMA& FLORMA 34677
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PAVER DRIVE / LEAD WALK 15 INSTALLED AT PLANTERS
BETWEEN WALKWAY AND CiARAGE
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EST. 1994
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150 STATE ST&EET FAST
OUXMMt, FLORMA 34677
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"��Z'5HINGLE FIN15H ca
e.C. VERIFY ROOF 12
ALUMINUM OVER �7 12 5.9
2x& 50-FA5CIA 5.� 6" BANDING
5MALL 5HINGLE X
(TYPICAL) Co BANDING
VE
DECORATIVE ROOF
K 0
EY5TONE (5EE
D TAIL)
T,O,M,
DETAIL TaM.
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4" BANDING
z 4z
(TYP.) %
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(TYP.)
F.G, "N'
Ll Ll
TEXTURED
FIN15q
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5Q.
2" BANDING -
(TYP.)
FIN15H FLOOR LINE L--4L-� F-7 FIN15H FLOOR LINE 0
Jr GRADE LINE V(3el.9�(3M 5;nJYAT 41Z� TH015;IY903
4" BANDING 4" BANDING -J 6" BANDING LARGE DECORATIVE
(TYP.) (TYP�) KEY5TONE (5EE DETAIL) (A55UMED)
FRONT ELEVATION_
5CALE: 1/4" V-61 0
0
00
0
I
Ild
1588
ELEVATION "All
GARAGE RIGHT
x
150 STATE STR.EET EAST
OLDSMAR., FLORIDA 34677
813. 925.1300 TEL
813. 925.1800 FAX
VVWW.E)AVlSBEWS.00M
TANWA a COENVEP-
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RIDGE
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10" DECORATIVE
Ile DIAMOND BANDING
12 5TUCCO U.
"��Z'5HINGLE FIN15H ca
e.C. VERIFY ROOF 12
ALUMINUM OVER �7 12 5.9
2x& 50-FA5CIA 5.� 6" BANDING
5MALL 5HINGLE X
(TYPICAL) Co BANDING
VE
DECORATIVE ROOF
K 0
EY5TONE (5EE
D TAIL)
T,O,M,
DETAIL TaM.
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:w z
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z 4z
(TYP.) %
2" EAND ING
(TYP.)
F.G, "N'
Ll Ll
TEXTURED
FIN15q
M.U. (TYP.)
5Q.
2" BANDING -
(TYP.)
FIN15H FLOOR LINE L--4L-� F-7 FIN15H FLOOR LINE 0
Jr GRADE LINE V(3el.9�(3M 5;nJYAT 41Z� TH015;IY903
4" BANDING 4" BANDING -J 6" BANDING LARGE DECORATIVE
(TYP.) (TYP�) KEY5TONE (5EE DETAIL) (A55UMED)
FRONT ELEVATION_
5CALE: 1/4" V-61 0
0
00
0
I
Ild
1588
ELEVATION "All
GARAGE RIGHT
— I — t
DAVIS BEWS
DESIGN Gk0VP
150 STATE STR.EET EAST
OLDSMAR., FLORIDA 34677
813. 925.1300 TEL
813. 925.1800 FAX
VVWW.E)AVlSBEWS.00M
TANWA a COENVEP-
EST 1994 Fz:----
RIDGE
ui w2
10" DECORATIVE
Ile DIAMOND BANDING
12 5TUCCO U.
"��Z'5HINGLE FIN15H ca
e.C. VERIFY ROOF 12
ALUMINUM OVER �7 12 5.9
2x& 50-FA5CIA 5.� 6" BANDING
5MALL 5HINGLE X
(TYPICAL) Co BANDING
VE
DECORATIVE ROOF
K 0
EY5TONE (5EE
D TAIL)
T,O,M,
DETAIL TaM.
:ar
:w z
4" BANDING
z 4z
(TYP.) %
2" EAND ING
(TYP.)
F.G, "N'
Ll Ll
TEXTURED
FIN15q
M.U. (TYP.)
5Q.
2" BANDING -
(TYP.)
FIN15H FLOOR LINE L--4L-� F-7 FIN15H FLOOR LINE 0
Jr GRADE LINE V(3el.9�(3M 5;nJYAT 41Z� TH015;IY903
4" BANDING 4" BANDING -J 6" BANDING LARGE DECORATIVE
(TYP.) (TYP�) KEY5TONE (5EE DETAIL) (A55UMED)
FRONT ELEVATION_
5CALE: 1/4" V-61 0
0
00
0
I
Ild
1588
ELEVATION "All
GARAGE RIGHT
ROOF VENT
REQUIREMENTS
VENTILA11ON CALCULATIONS
ATTIC AREA = 2173 SQ. FT. 1300 = 7.24 SQ. Fr.
X 144 = 1043 SQ. IN.
HALF AT UPPER 2/3 ROOF VENTS = 521.52 SQ. IN.
# UPPER 2/3 ROOF VENTS REQUIRED = 4
TOTAL SOFFIT VENTILATION NEEDED 19 SQ. Fr.
VENT CALCULATIONS BASED ON THE FOLLOWING
* 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT
* 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT
G.C. VERIFY QUANTITY OF ROOF I SOFFIT VENTS
REQUIRED, PER MANUFACTURERS SPECIFICATIONS
OF NET FREE AREA PER VENT.
- ---------------- -
-------- -- ----- ------------------
ROOF PLAN
SCALE 1/5" ; 1' _0'I
11/2 " THICK SAND FIN15H
KEYSTONE
(IF APPLICABLE)
SAND FIN15H
TEXTURED BANDING
2.0'—
TYR
IT
'sS
I , , "' A
(3-3)
DAVIS BEWS
DE$IGN GPOVP
L
... mmmommummmm.0-ma
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LL -
EXTURED —
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cm co
2
AR IN
TEMP.
x
ATTIC L
Lu
FIN15H FLOOR LINE
0 0
FIN15H FLOOR LINE
0
0 ?
IN15H FLOOR LINE_
E LL 0
"LlLmPl
,,r.-cli
0
0)
FIN15H FLO OR LINE
0 0
41-0 Z
Lu
::E cc
c) q:��
TYP.
L ----------------
OVERHANG
AT HIP
(UND.)
/-AA
ROOF PLAN
SCALE 1/5" ; 1' _0'I
11/2 " THICK SAND FIN15H
KEYSTONE
(IF APPLICABLE)
SAND FIN15H
TEXTURED BANDING
---4 INSTALLATION OF EXTERIOR LATHING AND FRAMING
APPLICATION REQUIREMENTS TO BE PER FB.C.R. - 5TH
3/4" EDITION (2014) R103,6,1 AND A5TM C 1063,
THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME
APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014)
R103.62 AND A5TM C �26.
TYP. CROSS -S CTION OF RAISED
TEXTURED FINISH BANDING AND
OR SAND FINISH KEYSTONE
SCALE 3" t I'-0`
CLEAR OPENING HEIGHT�
IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE
WINDOW 16 LOCATED MORE THAN 12 INCHES ABOVE THE
FIN15PED GRADE OR SURFACE BELOW, THE LOWEST PART
OF THE CLEAR OPENING OF THE WINDOW SHALL BE A
MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE
ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE
SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT
ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE
SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE
FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R3122
WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS,
WHERE PROVIDED, SHALL COMPLY WITH THE
REOUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION
(2014) R312.2
TOM.
TOM
12
5.9
I,
;q li 11 -
12 ROOF TRUSSES
AT 24" O.C.
(TYPICAL)
PLANT SHELF OPEN
TO
MA5TER NICHE—
SUITE
AMILY DINING LIVING GARAGE
wo N11,11111111 I Lei k,
2.0'—
TYR
IT
'sS
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(3-3)
DAVIS BEWS
DE$IGN GPOVP
L
... mmmommummmm.0-ma
x
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EST. 1994
LL -
EXTURED —
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0
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zin
co
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2
AT 6IDE6
TEMP.
x
Lu
FIN15H FLOOR LINE
0 0
FIN15H FLOOR LINE
0
0 ?
IN15H FLOOR LINE_
---4 INSTALLATION OF EXTERIOR LATHING AND FRAMING
APPLICATION REQUIREMENTS TO BE PER FB.C.R. - 5TH
3/4" EDITION (2014) R103,6,1 AND A5TM C 1063,
THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME
APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014)
R103.62 AND A5TM C �26.
TYP. CROSS -S CTION OF RAISED
TEXTURED FINISH BANDING AND
OR SAND FINISH KEYSTONE
SCALE 3" t I'-0`
CLEAR OPENING HEIGHT�
IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE
WINDOW 16 LOCATED MORE THAN 12 INCHES ABOVE THE
FIN15PED GRADE OR SURFACE BELOW, THE LOWEST PART
OF THE CLEAR OPENING OF THE WINDOW SHALL BE A
MINIMUM OF 24 INCHES ABOVE THE FIN15HED 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
FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R3122
WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS,
WHERE PROVIDED, SHALL COMPLY WITH THE
REOUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION
(2014) R312.2
TOM.
TOM
12
5.9
I,
;q li 11 -
12 ROOF TRUSSES
AT 24" O.C.
(TYPICAL)
PLANT SHELF OPEN
TO
MA5TER NICHE—
SUITE
AMILY DINING LIVING GARAGE
wo N11,11111111 I Lei k,
cc m 0
0 z
cl-- uj.(j
:X c; -i
TEXTURED TEXTURED LL
FIN15H
co
E
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- — - — - — - — --- -- — - — - — - — - — - — -
4i
%
GRADE LINE 00 40 lu- 4 0, W
(ASSUMED) : co
0 P*o
CaS
Uj
0 0 0
: o
z
LEFT ELEVATION
SCALE: 1/6' 1'-0` 000000
12 12
2 SHINGLE
SHINGLE 5.� ROOF
ROOF
T.0. TOM.
= t T
16—
2.0'—
TYR
IT
TEXTURED
PTEMP.
I , , "' A
(3-3)
DAVIS BEWS
DE$IGN GPOVP
L
... mmmommummmm.0-ma
x
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EST. 1994
Lc)
loo
EXTURED —
IN15H
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0
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zin
co
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000)
cm co
2
AT 6IDE6
TEMP.
6 t- j cm
co
6 LL
FIN15H FLOOR LINE
0 0
FIN15H FLOOR LINE
0
0 ?
IN15H FLOOR LINE_
E LL 0
"LlLmPl
,,r.-cli
0
0)
FIN15H FLO OR LINE
0 0
41-0 Z
cc m 0
0 z
cl-- uj.(j
:X c; -i
TEXTURED TEXTURED LL
FIN15H
co
E
15H FLOOR LINE FIN15H FLOOR LINE
- — - — - — - — --- -- — - — - — - — - — - — -
4i
%
GRADE LINE 00 40 lu- 4 0, W
(ASSUMED) : co
0 P*o
CaS
Uj
0 0 0
: o
z
LEFT ELEVATION
SCALE: 1/6' 1'-0` 000000
12 12
2 SHINGLE
SHINGLE 5.� ROOF
ROOF
T.0. TOM.
= t T
16—
2.0'—
TYR
IT
TEXTURED
PTEMP.
I , , "' A
(3-3)
DAVIS BEWS
DE$IGN GPOVP
L
... mmmommummmm.0-ma
150 STATE SMEET EAST
OLDWAR, FLORMA 34677
813 925 1300 TF -L
813 925 1800 FAX
Vv'\klW.DAVlSBEW&C0M
TAN4PA 9 E>ErTV
��
EST. 1994
cc m 0
0 z
cl-- uj.(j
:X c; -i
TEXTURED TEXTURED LL
FIN15H
co
E
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- — - — - — - — --- -- — - — - — - — - — - — -
4i
%
GRADE LINE 00 40 lu- 4 0, W
(ASSUMED) : co
0 P*o
CaS
Uj
0 0 0
: o
z
LEFT ELEVATION
SCALE: 1/6' 1'-0` 000000
12 12
2 SHINGLE
SHINGLE 5.� ROOF
ROOF
T.0. TOM.
= t T
16—
2.0'—
TYR
IT
TEXTURED
PTEMP.
It
FIN15H
EXTURED —
IN15H
9
E
E: I
zin
RETURN
0135., cz
zo
TEXTURED
FIN15H
AT 6IDE6
TEMP.
FIN15H FLOOR LINE
FIN15H FLOOR LINE
IN15H FLOOR LINE_
"LlLmPl
FIN15H FLO OR LINE
GRADE LINE
(ASSUMED)
REAR ELEVATION
SCALE: I/V - I'-0`
12
5.� 12 5.9 SHINGLE
/6HINGLE ROOF 12
ROOF
�7
GRADE LINE
(ASSUMED)
TITLE
RIGHT ELEVATION SIDES AND REAR ELEVA T70NS
ROOF PLAN
111 -011
5CALE: 1/8 . 11 DETAILS
BUILDING SECTION
ELEVATION "All
GARAGE RIGHT
2.0'—
TYR
TEXTURED
�sl — PTrmlz)
TEXTURED
PTEMP.
It
FIN15H
zin
RETURN
0135., cz
zo
AT 6IDE6
F.G.
FIN15H FLOOR LINE
FIN15H FLOOR LINE
GRADE LINE
(ASSUMED)
TITLE
RIGHT ELEVATION SIDES AND REAR ELEVA T70NS
ROOF PLAN
111 -011
5CALE: 1/8 . 11 DETAILS
BUILDING SECTION
ELEVATION "All
GARAGE RIGHT
BUILDING WRAP TO GO OVER FLASHING I
FLASHING TO BE FLEXIBLE SELF
ADHESIVE TYPE (MIN 6" WIDE)
PRECAST LINTEL
TYPICAL FLASHING AT PRECAST
AND EXTERIOR SHEATHING_
I- MA I tNIAL I't:K
VATIONS WITH APPROVED
)ERLAYMENT (REFER TO
/ER SHEET)
:-ENGINEERED ROOF
)SSES AT 24" O.C.
ZRICANE STRAP PER
)F FRAMING PLAN
Aj� BRG. HGT.
M. DRIP EDGE
FASCIA
TED ALUM. SOFFIT
ATH & EXT. FINISH
JDOW FLASHING AS REQ'D
WINDOWTRIM
kDER
TYPICAL WINDOW AND SLIDING GLASS
DOOR "Z" FLASHING DETAIL
FLASHING
WOODEN
SIDING
SILL PLATE
SEE NOTE #2
WALL SHEATHING
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
SILL PLATE
3. INSTALL SILL FLASHING AS SHOWN ABOVE
4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT
5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING
LAPS
TYPICAL FLASHING DETAIL AT SILL PLATE
TIE-IN WITH WEATHER RESISTIVE BARRIER:
1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH
FLASHING TO FORM WATER SHEDDING LAPS
2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING INSTALLATION
4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER
5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING
AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE
FLASHING
15/32 O.S.B. SHEATHING
BUILDING WRAP BEYOND
PROVIDE SELF ADHERED Z A
FLASHING UNDER S.G.D. AS v RUBBER MEMBRANE BEYOND
SHOWN, PROVIDE �" -1" BEAD OF
4
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
PROVIDE SELF ADHERED
FLASHING
L
LAPPING DOWN OVER RIM JOIST
AND UP WALL BY 6"
W -E PROOF MEMBRANE
2X12 #2 SYP CONT LEDGER W/
(4) 1/4" X 4" LAG SCREWS
SPACED EVENLY @ 24" O.C. MAX
(EA. FLOOR TRUSS)
USP HTA20 STRAP
EA. JOIST
TEXTURED
CEMENT PLASTER
FINISH
TYPICAL DOOR FLASHING AT BALCONY_
EXTERIOR SHEATHING
FOLD UP WEATHER
RESISTIVE BARRIER &
TEMPORARILY SECURE
WEATHER RESISTIVE
BARRIER
OR- SILL PLATE 49 -
(SEE DETAIL B
OPTIOI
&2FOR OPTIONS)
CORNER PATCH
N
FLASHING
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE
(MIN. 6"WIDE)
2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
3. MECHANICALLY FASTEN AS NECESSARY
TYPICAL SLIDING GLASS DOOR FLASHING DETAIL
FOLD UP WEATHER RESISTIVE
MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE
NECESSARY IN CORNERS RESISTIVE
THROUGH FLASHING BARRIER
WEATHER EXTERIOR
RESISTIVE SHEATHING
BARRIER
TAPE SILL PLATE
2
(ASSEMBLED FLASHING-\
WINDOW) 2
FLASHING
I FLASHING DO NOT FLASH
OVER BOTTOM
NAILING FLANGE
HEAD FLASHING TIE-IN
INSTRUCTIONS:
NOTES:
1. CUT, FOLD UP & TEMPORARILY
SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
INSTALLATION SILL PLATE
2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
WEATHER RESISTIVE BARRIER
4. INSTALL FLASHING AND WEATHER RESISTIVE
3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
BARRIER BACK OVER HEAD
FLASHING AND SEAL WITH TAPE
TYPICAL WINDOW FLASHING DETAIL_
2X4'S @ 16" O.C. BRG EXT WALL
FLASHING TO EXTEND 36"
7/16" O.S.B. SHEATHING EXTERIOR FINISH
BUILDING WRAP BEYOND PER BUILDER
FLASHING. PROVIDE FLASHING
BOOT AT POSTS
CEMENT PLASTER STOP
WATERPROOF MEMBRANE WATERPROOF MEMBRANE
A1 7/16" O.S.B. SHEATHING
l FLASHING.
20" FLOOR
TRUSS
"--2X8 TRIM BOARD
"��STUCCO "J" MOLD
D
PROVIDE SELF ADHERED '�'-7/16" O.S.B. SHEATHING
FLASHING
IM JOIST
R
LAPPING DOWN OVER RIM JOIST
AND UP WALL BY 6" SEE STRUCTURAL FOR
CONNECTORS
24" FLOOR TRUSS TEXTURED CEMENT
SEE STRUCTURAL PLASTER FINISH
8'CMU BLOCK
TYPICAL FLASHING AT BALCONY
WALL COVERING
2014 FBRC SECTION R703 EXTERIOR COVERING
EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE
EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL
ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER
WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS
REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY.
PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE
WITH SECTION R702.7 OF THE CODE. cc - km- 6
0 z
uj
R703.2 WATER -RESISTIVE BARRIER r
M ca -j
ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH a� LL
ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF
ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER
THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS
THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND
TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE
%
EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.
W z
R703.8 FLASHING
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR
FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT
COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND
CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF
SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT
DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE
OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD:
1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ne
ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S
INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE 0
SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A
MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE
BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR
PROTECTION AT THE HEAD AND SIDES.
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. %.0
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 00
1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250,, OR FMA/AAMA/WDMA 300.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME
CONSTRUCTION. 1588
6. AT WALL AND ROOF INTERSECTIONS.
T1 TL E
7. AT BUILT-IN GUTTERS. FLASHING DETAILS
x
DAVIS BEWS
DESIGN GKOVP
U)
0 4)0
EST. 1994
-j 0
0
do
20 COO)
co
co U.
120
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0
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C4
6.co oi-1
0
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DAVIS BEWS
DESIGN GKOVP
150 STATE STREET EAST
OUXWAR, MOIUDA 34677
813. 925.1300 TF -L
813. 925.1800 FAX
WWWDAVISBEWSCOM
TAMPA * MENJVEP-
EST. 1994
5HEATHING
TEXTURE
COAT
BROWN COAT
�,�5CRATCP COAT
5ELF FURRING
LATH
TWO LAYER6 WRI5
WEER 5GREEI)
Ao TERMINATE 5ELF
ADHE5IvE FL45HING
AT LOWER N05E OF
M.W.W.5.
5ELF ADHE51VE
FLA5HING
MA50NRY BLOCK
-------- ,--WALL
SELF -ADHERED FLASHING
WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING
NAILING FLANGE
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
WAI I OUCATUM11
ASPHALT SEALANT:
EXTEND MIN. OF 6"
OUTSIDE OF FLASHING
DIVERTER
FLASHING
DRIP EDGE
EXTERIOR
3/4"A" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED
ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD
THRESHOLD OF DOOR AND RETURN FLASHING, SEE
UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW
OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01)
SELF -ADHERED FLASHING,
EXTEND A MINIMUM 6"
VERTICALLY FROM
BOTTOM OF
THRESHOLD
SECTION -A (SEE
SELF -ADHERED FLASHING DETAIL WP02)
0)
SELF -ADHERED
FLASHING
SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS
UNDER DECKING
(SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER
SHEDDING LAPS
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
FIGURE 1: FLASHING INSTALLATION
CONT. GALV. "L"
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
IT
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
MECHANICALLY FASTEN IF RUBBERIZED ASPHAL
NEEDED IN CORNERS RUBBERIZED ADHESIVE
THROUGH SELF -ADHERED ASPHALTADHESIVE
FLASHING SELF -ADHERED FLASHING
SCORED
RELEASE PAPER
(BEFORE FOLDING, SCORE
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
6�1
FLASHING PER
WEATHER RESISTIVE
TEXTURED, PAINTED
MANUFACTURES
BARRIER
EXTER. WALL FINISH
SPECIFICATIONS
DOOR ROUGH OPENING
WOOD FRAME CONSTR.
_j 0
_j N -
0 0)
MIN: 3:12 SLOPE
PLASTER STOP
SELF -ADHERED FLASHING
(REQUIRED AT
ALL LEVEL VALLEY VERTICAL WALL
LOCATIONS) AT ENTRY
BEAUTY STRIP ROOF —
SHINGLE OVER
0
3/4"-V BEAD OF CONSTR.
BY LAPPING DOWN
SHINGLES W1 TAR
DECORATIVE FINISH
ADHESIVE TO BE APPLIED UNDER
OVER RIM JOIST AND UP
6 co
ALL INSIDE AND
CONTRACT
THRESHOLD OF DOOR AND RETURN
WALL BY 6 IN.
OUTSIDE CORNER
—KEEP TOP EDGE OF WEEP
METAL
UP JAMB 6". USE LIQUID NAIL BRAND
WILL NEED TO BE
.c cy
4a T
SCREED 2" BELOW TOP OF
FLASHING
to L. 0) ON
OR EQUAL WEATHER PROOF CAULKING
BLOCK
3 1/2"
CAULKED ALL BUTT
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
SUBFLOOR
(SEE DETAIL WP07,
RIM JOIST
SELF -ADHERED FLASHING
WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING
NAILING FLANGE
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
WAI I OUCATUM11
ASPHALT SEALANT:
EXTEND MIN. OF 6"
OUTSIDE OF FLASHING
DIVERTER
FLASHING
DRIP EDGE
EXTERIOR
3/4"A" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED
ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD
THRESHOLD OF DOOR AND RETURN FLASHING, SEE
UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW
OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01)
SELF -ADHERED FLASHING,
EXTEND A MINIMUM 6"
VERTICALLY FROM
BOTTOM OF
THRESHOLD
SECTION -A (SEE
SELF -ADHERED FLASHING DETAIL WP02)
0)
SELF -ADHERED
FLASHING
SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS
UNDER DECKING
(SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER
SHEDDING LAPS
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
FIGURE 1: FLASHING INSTALLATION
CONT. GALV. "L"
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
IT
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
MECHANICALLY FASTEN IF RUBBERIZED ASPHAL
NEEDED IN CORNERS RUBBERIZED ADHESIVE
THROUGH SELF -ADHERED ASPHALTADHESIVE
FLASHING SELF -ADHERED FLASHING
SCORED
RELEASE PAPER
(BEFORE FOLDING, SCORE
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
6�1
FLASHING PER
BOTTOM OF
TEXTURED, PAINTED
MANUFACTURES
MATERIAL W/ METAL LATH IN
EXTER. WALL FINISH
SPECIFICATIONS
ROOF CRICKET:
ACCORDANCE WITH ASTMC1063
_j 0
_j N -
0 0)
MIN: 3:12 SLOPE
PLASTER STOP
CRICKET AS
SPECIFIED
BY PLAN
(REQUIRED AT
ALL LEVEL VALLEY VERTICAL WALL
LOCATIONS) AT ENTRY
BEAUTY STRIP ROOF —
SHINGLE OVER
TEXTURED, PAINTED
EXTERIOR WALL FINISH
..............
HOLD EXTERIOR
FINISH 2" ABOVE
A A
A A A A
ROOF
FLASHING
'A n -
1% 11
CAULKING
6" HIGH
DIVERTER
FLASHING
FIGURE 2: WALL FINISH
ASPHALT SEALANT:
EXTEND MIN. 6" ABOVE
FLASHING --\
6 TO 12"
PER PLAN
PEC'S.
—GALV.'L'FLASHING
TYPICAL.
L_� ROOFING FELT
"*—DRIP EDGE
FASCIA
FIGURE 3: CORNER DETAIL
FLASHING W/ TAR
CONT. GALV. "L"
FLASHING PER
MANUFACTURES
SPECIFICATIONS
OVER ROOF
ROOF MATERIAL PER SHINGLES W1 TAR
ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED
UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS
COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS.
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C. BEAUTY STRIP ROOF
SHINGLE OVER
SELF -ADHERED FLASHING
INSIDE CORNER
ASPHALT BASED
SEALANT APPLIED
BEHIND FLASHING
AND EXTENDING A
MINIMUM OF 6" ABOVE
VERTICAL RISE OF
FLASHING AT KNEEWALL
SEALANT
FLASHING DETAILS
FLASHING W/ TAR FLASHING INSTALLATION
CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL
METAL DRIP EDGE TO
'Z BE UNDER
UNDERLAYMENT AT
ROOF EAVES
00
TYPICAL ROOF TO
WALL FLASHING DETAIL
,00,5'
RAKE METAL DRIP EDGE
TO BE OVER EAVES
2
LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT —14" -
CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE
WATERPROOFING SHINGLE 7'
UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER
DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT
SAVE 7" PIECES
TO USE IN 5TH 1/2" IF DRIP EDGE IS USED, OR
COURSE ABOUT 3/4" IF NO DRIP EDGE IS
USED.
EMBED EACH SHINGLE IN A 2"
DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT
VALLEY CENTERLINE RAGING CEMENT.
CUT 2" DIAGONALLY OFF
UPPER CORNER OF
TRIMMED SHINGLE
FIGURE 4: VALLEY DETAIL
CUT SHINGLES 2" BACK FROM
VALLEY CENTERLINE
718" CEMENT PLASTER 7/8" CEMENT PLASTER IN
IN ACCORDANCE WITH ACCORDANCE WITH
ASTMC926 ASTMC926
APPROVED WEATHER -RESISTANT
BOTTOM OF
FLASHING PER
APPROVED WEATHER -RESISTANT
MATERIAL W/ METAL LATH IN
MANUFACTURES
MATERIAL W/ METAL LATH IN
ACCORDANCE WITH ASTMC1063
_j 0
_j N -
0 0)
SPECIFICATIONS
BUILDING PAPER
N t
60
BUILDING PAPER
OVER ROOF
0
1/2" CEMENTITIOUS
7/16" 0. S. B.
SHINGLES W1 TAR
DECORATIVE FINISH
SHEATHING
SHINGLE PER
6 co
ALL INSIDE AND
CONTRACT
00 r_
.0
METAL DRIP EDGE TO
'Z BE UNDER
UNDERLAYMENT AT
ROOF EAVES
00
TYPICAL ROOF TO
WALL FLASHING DETAIL
,00,5'
RAKE METAL DRIP EDGE
TO BE OVER EAVES
2
LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT —14" -
CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE
WATERPROOFING SHINGLE 7'
UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER
DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT
SAVE 7" PIECES
TO USE IN 5TH 1/2" IF DRIP EDGE IS USED, OR
COURSE ABOUT 3/4" IF NO DRIP EDGE IS
USED.
EMBED EACH SHINGLE IN A 2"
DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT
VALLEY CENTERLINE RAGING CEMENT.
CUT 2" DIAGONALLY OFF
UPPER CORNER OF
TRIMMED SHINGLE
FIGURE 4: VALLEY DETAIL
CUT SHINGLES 2" BACK FROM
VALLEY CENTERLINE
718" CEMENT PLASTER 7/8" CEMENT PLASTER IN
IN ACCORDANCE WITH ACCORDANCE WITH
ASTMC926 ASTMC926
APPROVED WEATHER -RESISTANT
BOTTOM OF
APPROVED WEATHER -RESISTANT
MATERIAL W/ METAL LATH IN
WEEP $CREED
MATERIAL W/ METAL LATH IN
ACCORDANCE WITH ASTMC1063
_j 0
_j N -
0 0)
ACCORDANCE WITH ASTMC1063
BUILDING PAPER
N t
60
BUILDING PAPER
ABOVE ROOF
0
1/2" CEMENTITIOUS
7/16" 0. S. B.
7/16" O.S.B.
DECORATIVE FINISH
SHEATHING
SHEATHING
6 co
ALL INSIDE AND
00 r_
.0
OUTSIDE CORNER
—KEEP TOP EDGE OF WEEP
METAL
WILL NEED TO BE
.c cy
4a T
SCREED 2" BELOW TOP OF
FLASHING
to L. 0) ON
BLOCK
3 1/2"
VULCUM CAULK BOTTOM
FLANGE 7/8" JOINT ONLY
WEEP SCREED
MAINTAIN METAL FLASHING 3-1/2"
%_,rIVICINI r'L/-%Z) I CM IN JOINTS NEED TO BE
ACCORDANCE WITH
EMBEDDED IN
ASTMC926 OVER WOOD SEALANT USING
2ND FLOOR 1 r�"fkl rl A "I I/ Cr%D
vv
ALL
_j
1/2" CEMENT PLASTER
FINISH
2 1/2" PERFORATED
FLANGE 1/2" WEEP
CEMENT f3 SCREED
BOTTOM OF
x
ca
UNPERFORATED FLANGE 7/8"
WEEP $CREED
EST. 1994 F_� I
WEEP SCREED
_j 0
_j N -
0 0)
11/2" TO 2"
N t
60
ABOVE ROOF
0
1/2" CEMENTITIOUS
SHEATHING
DECORATIVE FINISH
6 cm
6 co
ALL INSIDE AND
00 r_
.0
OUTSIDE CORNER
3�E U. 0)
WILL NEED TO BE
.c cy
4a T
to L. 0) ON
MITER CUTAND
CAULKED ALL BUTT
%_,rIVICINI r'L/-%Z) I CM IN JOINTS NEED TO BE
ACCORDANCE WITH
EMBEDDED IN
ASTMC926 OVER WOOD SEALANT USING
2ND FLOOR 1 r�"fkl rl A "I I/ Cr%D
vv
ALL
_j
1/2" CEMENT PLASTER
FINISH
2 1/2" PERFORATED
FLANGE 1/2" WEEP
CEMENT f3 SCREED
a z
PLASTER uj A?
OVER a _j
m _j
BLOCK 1ST ?" ILL
FLOOR ca
INSTALL BOTTOM EDGE OF
SLAB WEEP SCREED 1 "BELOW
FINISH FLOOR
40
co
OPTIONAL DETAIL :Z=
NOTE: ek
THE BUILDING PAPER AND
METAL LATH MUST BE WEEP SCREED DETAIL mill
INSTALLED OVER THE TOP SCALE: NOT TO SCALE
OF THE WEEP SCREED.
*INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
SELF -ADHERED FLASHING SELF -ADHERED FLASHING
DECK JOIST OUTSIDE CORNER
THESE DETAILS ARE GENERIC AND MEANT
TO SHOW GENERAL FLASHING AND FLASHING DETAILS
WATERPROOFING METHODS TO BE USED.
x
ca
DAVIS BEWS
DESIGN GROVP
r"LI)
oo
EST. 1994 F_� I
_j 0
_j N -
0 0)
N t
60
0
.2 M
em .0
6 cm
6 co
00 r_
.0
c
3�E U. 0)
.c cy
4a T
to L. 0) ON
0 G 2 0
4a Z_ v
a z
PLASTER uj A?
OVER a _j
m _j
BLOCK 1ST ?" ILL
FLOOR ca
INSTALL BOTTOM EDGE OF
SLAB WEEP SCREED 1 "BELOW
FINISH FLOOR
40
co
OPTIONAL DETAIL :Z=
NOTE: ek
THE BUILDING PAPER AND
METAL LATH MUST BE WEEP SCREED DETAIL mill
INSTALLED OVER THE TOP SCALE: NOT TO SCALE
OF THE WEEP SCREED.
*INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
SELF -ADHERED FLASHING SELF -ADHERED FLASHING
DECK JOIST OUTSIDE CORNER
THESE DETAILS ARE GENERIC AND MEANT
TO SHOW GENERAL FLASHING AND FLASHING DETAILS
WATERPROOFING METHODS TO BE USED.
DAVIS BEWS
DESIGN GROVP
150 STATE STRYXr EAST
OUX%tAJL, FLORIDA 34677
813. 925.1300 TF -L
813 . 925 .1800 FAX
W""W.DAVISBEWS.C.OM
TAMPA 6 00�_
EST. 1994 F_� I
a z
PLASTER uj A?
OVER a _j
m _j
BLOCK 1ST ?" ILL
FLOOR ca
INSTALL BOTTOM EDGE OF
SLAB WEEP SCREED 1 "BELOW
FINISH FLOOR
40
co
OPTIONAL DETAIL :Z=
NOTE: ek
THE BUILDING PAPER AND
METAL LATH MUST BE WEEP SCREED DETAIL mill
INSTALLED OVER THE TOP SCALE: NOT TO SCALE
OF THE WEEP SCREED.
*INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
SELF -ADHERED FLASHING SELF -ADHERED FLASHING
DECK JOIST OUTSIDE CORNER
THESE DETAILS ARE GENERIC AND MEANT
TO SHOW GENERAL FLASHING AND FLASHING DETAILS
WATERPROOFING METHODS TO BE USED.
ELECTf�,IICAL <E-T-
�& DUPLEX CONVENIENCE OUTLET
Ko-- DUPLEX OUTLET ABOVE COUNTER
K315. P. WEATHERPROOF DUPLEX OUTLET
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF-5WITCHED DUPLEX OUTLET
SPECIAL PURP05E OUTLET
DUPLEX OUTLET IN FLOOR
WE 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
RECE66ED INCANDESCENT LIGHT FIXTURE
*c. LIGHT FIXTURE WITH FULL CHAIN
TRACK LIGHT
#= FLUORESCENT LIGHT FIXTURE
EXHAUST FAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
ncH CHIMES (OPTIONAL)
El PU6H5UTTON 5WITCH (OPTIONAL)
CARBON MONOXIDE DETECTOR
SMOKE DETECTOR
SMOKE / CARBON MONO. COMBO DETECTOR
TELEPHONE (OPTIONAL)
TELEV151ON (OPTIONAL)
TWEW05TAT
ELECTRIC METER
ELECTRIC PANEL
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
<1 U /> ROUGH -IN FOR OFT. CEILING FAN
<1 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W1
<'*\> ROUG14-IN FOR OFT. CEILING FAN
NOTES -
1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT- INTERRUPTER6 (GRD AS INDICATED
ON PLANS OR AS ITEM No. 4 AND 5 BELOW INDICATES.
2. UNLESS OTHERW15E INDICATED, INSTALL 5WITCHE5 AND RECEPTACLES AT THE
FOLLOWING HEIGHTS ABOVE FINISHED FLOOR:
SWITCHES .... 42"
OUTLETS ..... 1411
TELEPHONE.. 1411 (UNLESS ABV COUNTERTOP)
TELEVISION ... 14"
3. ALL SMOKE DETECTORS 5HALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND 5HALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
4. ALL 15A AND 20A RECEPTACLE$ IN SLEEPING ROOMS, FAMILY ROOMS, DINIwG
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS,
CLOSETS, HALLWAY$, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I.
DEVICE AND TAMPER -PROOF RECEPTACLES PER N.EC. 2011406,12 AND 406.13
5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY
ROOMS SHALL BE GF.C.I. PROTECTED (GRI).
6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P.A. 10, N.E.C. 2011, FB.CR. - 5TH
EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
1. EVERY BUILDING HAVING A FO55IL-FUEL-BURNING HEATER OR APPLIANCE,
FIREPLACE, OR AN ATTACHED GARAGE SHALL WAVE AN OPERATIONAL CARBON
MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
PURPOSES.
8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN
SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARM5 SHALL HAVE
BATTERY BACKUP. COMBINATION 5MOKE/CARBON MONOXIDE ALARM5 $HALL BE
LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
MICROWAVE
OUTLET +14"
MASTER SUITE
ROUGH -IN
FOR OPT.
FANILIGHT <r\>
nSD
T �Tl
1117
,,
HORIZ.
MAKE-UP
LIGHTS
L — — — a Irl
GF.I.
LIGHT AND M. BATH
SWITCH W.P.
IN ATTIC
LLI F
U m
v
BEDROOM 2
ROUGH -IN
>
FOR OPT.
FAN/LIGHT
RVT
W"
BATH 2
)m HORIZ,
MAKE-UP
LIGHT$
/> ROUGH -IN
FOR OFT.
</ \> FAN/LIGWT
BEDROOM 3
G.C. VERIFY ALL
SMOKE DETECTORS
TO BE HARD -WIRED
AT 4a
L _��J G.C. VERIFY
A.H. DISC. LOCATION OF (2) ADDITIONAL
IN ATTIC F INTERIOR G.F.I. OUTLET
L — — —
PU5HBUTTON LIGHT AND SWITCH
FOR GD. OPENER IN ATTIC G.C. VER15Y
(2) INTERCONNECT IN WAL
WIRE CHASE TUBE
GARAGE
150 AMP
FIXTURE ELEC.
G.F.1, CLG. OUTLET FOR PANEL METER
GD. OPENER 0
r – — — — — — — — — — — — — — — — — — — — — WP. GF.I. FOR
IRRIII L-1111 T116. SERVICE
A; I
El
4/0 ALU. CABLE
MAIN D15CONNECT _D
AIC
DISC.
COMBO - SQUARE
L50 STKM SlIkEEr EAST
OLDSMW R.ORJDA 34677
813. 925.1300 TEL
813. 925-1800 FAX
WWWDAVISBEW&COM
TAMPA a ]DO-4VEP-
TYP. 014 AND #12 COPPER TO
REFER TO FLOOR
PLAN FOR NOTED MAIN DISC.
INSIDE LIGHTS AND OUTLETS
AMPS. REQUIRED
PANEL 10 COPPER TO
WATER HEATER
UNDEIP4ROUND
06 COPPER TO RANGE
SERVICE BY
POWER COMPANY
$4 COPPER TO 5/8" GROUND ROD
0
2
BE BONDED
ELECTRICAL
DAM
RISER DIAGI\M
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS
SHALL
COMPLY W1 APPLICA13LE PROVISION$ OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.
ELECTf�,IICAL <E-T-
�& DUPLEX CONVENIENCE OUTLET
Ko-- DUPLEX OUTLET ABOVE COUNTER
K315. P. WEATHERPROOF DUPLEX OUTLET
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF-5WITCHED DUPLEX OUTLET
SPECIAL PURP05E OUTLET
DUPLEX OUTLET IN FLOOR
WE 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
RECE66ED INCANDESCENT LIGHT FIXTURE
*c. LIGHT FIXTURE WITH FULL CHAIN
TRACK LIGHT
#= FLUORESCENT LIGHT FIXTURE
EXHAUST FAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
ncH CHIMES (OPTIONAL)
El PU6H5UTTON 5WITCH (OPTIONAL)
CARBON MONOXIDE DETECTOR
SMOKE DETECTOR
SMOKE / CARBON MONO. COMBO DETECTOR
TELEPHONE (OPTIONAL)
TELEV151ON (OPTIONAL)
TWEW05TAT
ELECTRIC METER
ELECTRIC PANEL
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
<1 U /> ROUGH -IN FOR OFT. CEILING FAN
<1 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W1
<'*\> ROUG14-IN FOR OFT. CEILING FAN
NOTES -
1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT- INTERRUPTER6 (GRD AS INDICATED
ON PLANS OR AS ITEM No. 4 AND 5 BELOW INDICATES.
2. UNLESS OTHERW15E INDICATED, INSTALL 5WITCHE5 AND RECEPTACLES AT THE
FOLLOWING HEIGHTS ABOVE FINISHED FLOOR:
SWITCHES .... 42"
OUTLETS ..... 1411
TELEPHONE.. 1411 (UNLESS ABV COUNTERTOP)
TELEVISION ... 14"
3. ALL SMOKE DETECTORS 5HALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND 5HALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
4. ALL 15A AND 20A RECEPTACLE$ IN SLEEPING ROOMS, FAMILY ROOMS, DINIwG
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS,
CLOSETS, HALLWAY$, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I.
DEVICE AND TAMPER -PROOF RECEPTACLES PER N.EC. 2011406,12 AND 406.13
5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY
ROOMS SHALL BE GF.C.I. PROTECTED (GRI).
6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P.A. 10, N.E.C. 2011, FB.CR. - 5TH
EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
1. EVERY BUILDING HAVING A FO55IL-FUEL-BURNING HEATER OR APPLIANCE,
FIREPLACE, OR AN ATTACHED GARAGE SHALL WAVE AN OPERATIONAL CARBON
MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
PURPOSES.
8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN
SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARM5 SHALL HAVE
BATTERY BACKUP. COMBINATION 5MOKE/CARBON MONOXIDE ALARM5 $HALL BE
LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
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METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD
GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, INDEX OF DRAWINGS
METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL UJI
FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES
OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. <
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A
MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING SHEET SHEET TITLE
BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING.
3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S1 STRUCTURAL NOTES
THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER.
PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES S2 FOUNDATION PLAN
(BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD.
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES
CONSUMER SERVICES. S3 DOWEL PLACEMENT PLAN
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 0
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT S4 ROOF FRAMING PLAN
CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE CL
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 S4.1 NOTES & CONNECTOR LEGEND W 1 1
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. 0
AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. U)
2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS S5 LINTEL PLAN LIJ
AND STRUCTURAL PLANS FOR MORE INFO. 0
ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO SD1 FOUNDATION DETAILS
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 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 SD2 GENERAL DETAILS
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. SD3 GENERAL DETAILS
"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 SD4 GENERAL DETAILS
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
Uj
'00 co
BOLTS AND THREADED RODS DL 7 PSF (SHINGLE TYPE ROOF COVER) L
elk,
DL 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) Oro tL U!
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) UPDATES 00
2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL 14 PSF (TRUSS OVERBUILD) 6
cce z
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:
NUMBER DATE DESCRIPTION
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)
W <
3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF Z
OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 5/13/2014 CREATED ELEV. A,B,C AND A W/ LANAI
ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: 0
MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF M LL
GENERAL LOADING:
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2,
ATTIC WITHOUT STORAGE = 10 PSF
CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000
ATTIC WITH LIMITED STORAGE = 20 PSF
PSI (f m = 1900 PSI) GUARDRAILS / HANDRAILS = 200 LB POINT LOAD 50 PSF
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS IN -FILL COMPONENTS = 50 PSF
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 �0,
GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS
4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS j
SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
4�
-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA CY)
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 4�
RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING
FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE
-MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE
PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE.
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 z z"
LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM
WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE
0�
EA. END. NOTE: PLYWOOD EDGESS @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3)
FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR
12d TOENAILS EACH END.
POSITIONERS IN MIDDLE OF WALL
-TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS
7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. a)
MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND
8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND
EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20141 MAX FROM #1 HIP
COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND
GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
-PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING
10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" AL PERPENDICULAR TO TRUSS SPAN AT 164' O.C. MAX W/IN TRUSS SPAN OR PER TRUSS Ica
11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, MET DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST
LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD.
CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS
12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O.
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO TABLE WITHIN BCSI-133). U)
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d Uj
14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND
EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE (5
INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 U)
CONSOLIDATION. 0 W
BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN
t'%n 0-rOHI-�-rinKi PnTTr)KA Tn Tr)D %A// t9� 19r] KIA11 C, AT P:Ar.P TPHqq MEMBER (DIAGONAL BRACING) -...I r% F
DESIGN PRESSURES
DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3.
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
EFFECTIVE
REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED
1. OMITTED REBAR
LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND)
DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR
CONDITIONS. E.O.R. TO REVIEW IF INSTALLED.
INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED
MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL
MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING
AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL
BEND).
BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM
2. STRAPS/CONNECTOR SUBSTITUTION
NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD.
MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY
& LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL
(MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY
MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED.
SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE
3. STAIR CONSTRUCTION
DESIGNED AND DETAILED BY OTHERS.
2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE
USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR 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 HID THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"
CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED
J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES
6. MORTAR JOINTS
NOT.
-FOR BED JOINTS 1/2"-l", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ,D)
8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR
-FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
MASONRY IS TO BE PRESSURE TREATED.
EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN.
9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2)
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES,
WOODEN TOP PLATES.
THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG
10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS
-FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
ENGINEERED LUMBER
VERT. REINF. IN EA. CELL, CONT. PER PLAN.
ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN
7. OVERHANGING CMU WALL
-FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQID POUR TIEBEAM & VERT.
VALUES AS FOLLOWS:
CELLS PER PLAN.
COLUMNS BEAMS STUD
E = 1,800,000 Win 2 U�N.O. E = 2,000,000 Win 2 U.N.O. E = 1,500,000 lb/in'U.N.O.
-FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES
IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN
Fb 2500 Fb 3000 Fb 2200
-FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS.
Ft 1500 Ft 1700 Ft 1500
STRUCTURALSTEEL
Fc 11= 3000 Fc 11= 3000 Fc 11= 2100
1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE
STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy
Fc 900 Fc 900 Fe 450
36 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI.
Fv 285 Fv 285 Fv 150
2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN
SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)
CONDITION U.N.O.
BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA.
TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL
CEILING CONSTRUCTION
CONFORM TO ASTM F1 554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS
SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE
OTHERWISE SPECIFIED.
PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL, WELDED
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN
CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN), FILLET WELDS SHALL BE
LIVING SPACE IS ABOVE THE GARAGE.
:Y16" UNO.
3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES,
SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS,
FASTENERS, LOAD, AND TOLERANCES.
4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY
UNDER STAIR PROTECTION
ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR
5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD
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.
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
WIND PRESSURE & SUCTION
EFFECTIVE
(PSF)
WIND
VALUE DENOTES PRESSURE
AREA (SQ FT)
VALUE DENOTES SUCTION
AREA
21.2
21.2
10
22.9
28.3
20.2
20.2
20
22.0
26.4
19.0
19.0
50
20.8
23.9
100
18.0
18.0
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
655
4 4
STANDARD DESIGN PRESSURE NOTES
I . ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA
BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED
ON LINEAR INTERPOLATION FOR THIS SITE.
.2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME
IS 15FT, 2 STORY HOME IS 30FT
3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET
ULTIMATE WIND PRESSURES.
4. "a" = END ZONE IS ONLY W/IN 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
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, ortransfer ofthese documents withoutthe expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited.
16'-0" 30'-0" 14'-0" FOUNDATION NOTES:
2 14'-8" LLI
1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE
LAPPED MIN. 6" AND SEALED. <
OCI j
2. PROVIDE 3-1/2" 300OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE
L lm' --J MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON
MF08 COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER
SDI 2 MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT
4 CODE EDITION.
C? MFO8 0?
C? MC? zo
SDI zo 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM
zo A/C PAD
(a LL a: ENDS) WIMIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.
III �Dl - () -4" FIN. FI-Rr� LAP SPLICES SHALL BE NO LESS THAN 25".
bo L:
—0- 1' 1 1 1 1 4. CONSULT WIMAN. SPECIFICATIONS PRIOR TO POURING OR z
RECESSING DOOR SILLS.
.......... .
5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.
6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE
SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONIC.)
CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE 0
THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W
USE ALTERNATE APPROVED METHOD. W
7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY
COMMUNITY & COUNTY CODES.
8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL
SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE
AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION
INSTRUCTIONS.
9. NO WOOD STAKES PERMITTED IN FOUNDATION.
0?
60 W C*4 J
10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED 4z 0
DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO
DETERMINE STEP LOCATIONS IF REQUIRED
11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS
AND LAP SPLICE. SEE DTL MFO9 AND MFIO ON SDI FOR STANDARD
F -I 0-,
FOOTING STEP DOWN AND CORNER INFORMATION. LL X.. 0.
0
ii La oo
ENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE
12. ANY EQUIPM W CC)
SHALL 0 z
BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH C.) d -j
II '> z co 3:
PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION
F03 ;0I
13, ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER 00000000
COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS W <
FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE z
PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL
7:' 0
CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
c FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. LL
LL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,
COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS
0
DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR).
j
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 c)
6'-0" STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND
C�
STEMWALL. CD
FOOTING SIZES PENDING DEPTH OF
0
Z
Q1
C
FOOTING SCHEDULE 0
>
IL CD: 0 19c, CIO
IT '' 12"x
12"x12" dp wl #5's EQUALLY SPACED EA.
LO WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W.
r
BARS & 3" MIN. COVER TO EDGE OF CONIC.
24 x24"xI2" dp w/ #5's EQUALLY SPACED EA.
0'-0" F WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC, �—! �O
C? 28"12" dp w/ #5's EQUALLY SPACED EA.
zo zo WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W.
3 1/2" THICK CONIC. SLAB W/ 6X6 BARS & 3" MIN. COVER TO EDGE OF CONIC.
W/1.4 XW/1.4 W.W. F. OVER 6 M IL 30'Ix30"x1 2" dP w/ #5's EQUALLY SPACED EA.
VAPOR BARRIER OVER
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W.
COMPACTED FILL. BARS & 3" MIN. COVER TO EDGE OF CONIC.
C? 32"x32"xl 2" dp wl #5's EQUALLY SPACED EA.
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. z
(M F �01 BARS & 3" MIN. COVER TO EDGE OF CONIC. < z
(MF01�
�SD1) 36"x36"xl 2" dp w/ #5's EQUALLY SPACED EA. rn
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC. n j rz 8
uj a
— — ------ -- J 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 0
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. V) C;
0
z 06 KIZU)
BARS & 3" MIN. COVER TO EDGE OF CONIC.
4 11 0 (.9 < C6
8 x48"xl 2" dp w/ #5's EQUALLY SPACED EA. z 0 F=9 E=
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W.
— 0
BARS & 3" MIN. COVER TO EDGE OF CONIC. Z
54"x54"x16" dp w/#5's EQUALLY SPACED EA.
< D
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. U) a
zz=
BARS & 3" MIN. COVER TO EDGE OF CONC. 0 0 < < E
60 40"x16" dp w/#5's EQUALLY SPACED EA. FS III
z F5 X
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. ME Ui� CL
BA"RS & 3" MIN. COVER TO EDGE OF CONC. Lu Z)
—i Z
0 0 0
SYMBOLSLEGEND
4" F03
SDI LL
F03
INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. LLJ
SDI TO TIE BEAM (6'-8" O.C. MAX U.N.O.). LLI
U)
0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.
Sim TO TIE BEAM.
MF01 -4" FIN LRIIJL INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
[-� T -
SDI 6FO3 I
�SD1� LL
INDICATES 45' CORNER BLOCK GROUT FILLED WITH (2)VERT.
CA
z
CID #5 CONT. FT.G TO TIE BEAM.
U
2'-4" 16'-8"
(M F 0'1�
-4" FIN. FLRAL 00
0?
b F-� IM
ILL Z Cl) 0
SDI
FL 0 LU _j
bo U!
00 0
0000
- 4'-4" 5'-8" DI
04
2 S3 z
PAVERS 0
It i W
CD 0
LU 0
MF13 ---V- 0
MF02 SDI
SDI
STRUCTURALENG: BAD
DRAFTING:
6" -STRUCT: TNA
91-01, 2'-0" 16'-0" QC CHECK: MRB
101-01, 20'-0"
JOB No. TM- 2170333
30'-0" . ......
SCALE: AS INDICATED
DATE: 03/24/2017
FOUNDATION PLAN -
1/4"=11 -011 S2
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC. Any use, duplication, ortransfe r of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. is s I trictly prohibited.
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & 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 of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited.
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited.
BEARING WOOD WALL SCHEDULE
TAG
STUD
LUMBER
CONNECTION & FASTENERS
UPLIFT
CAP.
BLOCKING
TOP
BOTTOM
16d
SPACING
SPECIES
(Pl�
<8>
(3)2X8 SPF #2 BUILT UP STUD COLUMN
16"
SPF
(3)12d
TOENAILS
(3)12d
TOENAILS
NO
UPLIFT
MID -SPAN
ON MASONRY: (1) SIMP. MSTAM24
4X4 SYP #2 POST
16"
1
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
MID -SPAN
3-1/2"x3-1/2" LVL COLUMN.
(1)ply 1985
16"
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 PIf
ird. PT.
(2)ply 1900
5-1/4"x5-1/4" LVL COLUMN.
12"
SPF
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
FRAME TO FRAME
1211
SPF
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
I
1160 pIf
MID -SPAN
3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID
12"
SPF
11/21, THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pff
ird. PT.
3
8x8: ABU88 wl(18)16d NAILS & (2)�'EPDXY ANCHORS w/
16"
SYP
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
16"
SYP
1/2" THREADED ROD @ 48"O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
MID -SPAN
1
=�W9
16"
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pif
.1rd. PT.
3
860
12"
SYP
(3) 12d
TOENAILS
(3) 12d
TOENAILS
NO
UPLIFT
MID -SPAN
IflMGT
12"
Syp
11/21' THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
MID -SPAN
7EMBEDMENT
1211
SYP
1/2" THREADED ROD @ 48" O.C.
ADJUST AS REQ'D TO MISS STUDS
1160 pIf
Ird. PT.
3
FRAME TO CMU
3640
4235
TO POST: SIMP, HTS20 OR LSTA18
SET EPDXY MIN. 7" EMBEDMENT
I
STANDARD BEARING WALL W/THREADED ROD NOTES
1 . VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O.
2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED
WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE
W1 (3) 12d TOENAILS
3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R.
4. IF "BW"CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD
CONNECTIONS.
5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS.
6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END.
7. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" BELOW LOWEST SLAB
ELEVATION AT STEP) w/ SIMPSON SET EPDXY. SEE ABOVE FOR
SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON
INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND
2"x2"x1/8" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY
FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE
CONNECTIONS.
8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L
BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS
INDICATED WITH BW1, BW4, BW7, & BW1 0. 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 �"' GAP FROM TRUSS TO TOP PLATE AND ATTACH USING
EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE
w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS.
COLUMN SCHEDULE
STANDARD NAIL
(2)2X4 SPF #2 BUILT UP STUD COLUMN
<8>
(3)2X4 SPF #2 BUILT UP STUD COLUMN
<�>
(4)2X4 SPF #2 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
<8>
(3)2X8 SPF #2 BUILT UP STUD COLUMN
<8>
(3)2X4 SYP #2 BUILT UP STUD COLUMN
2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL
(2)2X6 SYP #2 BUILT UP STUD COLUMN
ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S
(2)2X8 SYP #2 BUILT UP STUD COLUMN
ON MASONRY: (1) SIMP. MSTAM24
4X4 SYP #2 POST
'2)2xl2 #2 SYP w/-21" FLITCH PLATE
6x6 SYP #2 POST
<8>
8x8 SYP #2 POST
ly TRUSS (10)10d x 1-1" NAILS
(')P, 2
3-1/2"x3-1/2" LVL COLUMN.
(1)ply 1985
3-1/2"x5-1/4" LVL COLUMN.
B2x10
3-1/2"x7" LVIL COLUMN.
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
3-1/2"x9-1/2" LVL COLUMN.
(2)ply 1900
5-1/4"x5-1/4" LVL COLUMN.
H10A w/(18)10d x 11" NAILS OR
2
5-1/4"x7" LVL COLUMN.
H10A 1015
7"x7" LVL COLUMN.
F3
3 1/2" X 11 7/8" LVL COLUMN
FRAME TO FRAME
5 1/4" X 9 1/2" LVL COLUMN
STANDARD COLUMN NOTES
1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4.
2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T.
OR WOLMANIZED.
3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID
POSTS. AT EXTERIOR CONDITIONS
4x4: ABU44 w/(12)16d NAILS & �'EPDXY ANCHOR w/MIN.
8
7"EMBEDMENT
6x6: ABU66 w/(12)16d NAILS & 5'EPDXY ANCHOR w/MIN.
8
7" EMBEDMENT
8x8: ABU88 wl(18)16d NAILS & (2)�'EPDXY ANCHORS w/
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 212"
10d
.148" x 3"
12d
.148" x 31"
4
16d
.162" x 3-1'
2
8d RING SHANK
.113" x 22"
8
NAILING NOTES
1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS
LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH
INDICATED.
2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL
LENGTH PER CONNECTOR IS REQ, IF LONGER NAIL IS USED IT IS
ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S
BEING ATTACHED TO.
CONNECTOR SCHEDULE
TAG
BEAM SIZE
CONNECTIONS
VALUES
VALUES
TAG
SIMPSON CONNECTOR
TYPE
SPF(Ib)
SYP(Ib)
F-11
META16 w/(7) 1 Odxl-!" NAILS OR
2
FRAME TO CMU
1450
1450
H2x10
META20 w/(7) 10d x li" NAILS
2
TAPCONS 4
APA SHEATHING NOTE:
z
=1
ON MASONRY: (1) SIMP. MSTAM24
(2)META16 OR (2)META20
'2)2xl2 #2 SYP w/-21" FLITCH PLATE
TO POST: SIMP. HTS20 OR LSTA18
24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED
21
F
ly TRUSS (10)10d x 1-1" NAILS
(')P, 2
FRAME TO CMU
(1)ply 1985
(1)ply 1985
B2x10
(2)ply TRUSS (12) 16d x 1 "' NAILS
2
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
(2)ply 1900
(2)ply 1900
NAILS & (118)1"x22" TAPCONS
4 4
H10A w/(18)10d x 11" NAILS OR
2
H10A 1015
H10A 1340
F3
(2)ply TRUSS H10A-2 w/(l 8) 10d x 11" NAILS
2
FRAME TO FRAME
H10A-2 1070
H10A-2 1245
F4
HTS20 w/(24)10d x 11" NAILS
2
FRAME TO FRAME
1245
1450
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
PLATE
NAILS & (18)1"x2j" TAPCONS
4
H3x12
PLATE BETWEEN PLIES
(2)HTS20 w/(24)10d x 1-1" NAILS
2
FRAME TO FRAME
2490
2900
SEE PLAN FOR WALL WIDTH
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
TOBEAM: SIMP.HUC410w/(18)16d&
V-0" TO 3'- 11 "
1
ElH2.5A
w/(1 0)8d
FRAME TO FRAME
535
600
F7
MTS 12 w/(l 4)1 Od x 11" NAI LS
2
FRAME TO FRAME
860
1000
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
TO POST: SIMP. HTS20 OR LSTA18
IflMGT
w/(22)10d 5'EPDXY ANCHOR w/SIMP. SET EPDXY MIN.
FRAME TO CMU
3140
3140
(2)1,75"xl 1.875" LVL
7EMBEDMENT
NAILS & (18)1"x22" TAPCONS
4 4
F9
HTT4 w/(18)16d x 21" NAILS & ��" EPDXY ANCHOR w/SIMP.
2 8
FRAME TO CMU
3640
4235
TO POST: SIMP, HTS20 OR LSTA18
SET EPDXY MIN. 7" EMBEDMENT
TOBEAM: SIMP,HUC410w/(18)16d&
F0
HGT-2 w/(l 6)1 Od NAILS w/1" EPDXY ANCHOR w/SIMP. SET
8
FRAME TO CMU
6280
6280
EPDXY MIN. 5" EMBEDMENT
NAILS & (18)-l"x22" TAPCONS
4 4
El
HTSM 16 w/(8)1 Od NAILS & (4) -I"x 2-1" TAPCONS
4 4
FRAME TO CMU
1020
1175
EflLSTA1
8 w/(l 4)1 Od NAILS
HEADER TO STUDS
1110
1235
H(2)LSTA1
8 w/(l 4)1 Od NAILS
HEADER TO STUDS
2220
2470
F14
LSTA1 8 w/(14)10d NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
833pif
928plf
LSTA24 w/(1 8)1 Od NAILS CENTERED EACH STUD
STUDS TO BEAM/GT
1235
1235
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
H
LTT20B w/(l 0) 1 Od NAILS & �'EPDXY ANCHOR w/SIMP. SET
COLUMN TO FTG. OR
1290
1300
6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS
EPDXY MIN. 7" EMBED.
CMU
HTT4 w/(l 8) 16d x 2�1" NAILS w/�8" EPDXY ANCHOR w/SIMP.
F1 91
SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE
COLUMN TO FTG.
3640
4235
(1�)#10xl-!" SID SCREWS INSTEAD OF NAILS
-2
(3)HTS20 w/(24)10d x 11" NAILS
2
FRAME TO FRAME
3735
4350
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)
F211
MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4"
FRAME TO CMU
2420
2800
TAPCONS
SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS
IRDER TO COL./ BEAM
9100
4095
HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON
FRAME TO CMU
GRAVITY:5085
GRAVITY -5085
'810
TITENS & (10) 10d NAILS
UPLIFT:1810
UPLIFTA
HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS
FRAME TO FRAME
1335
1550
W/(6)16d NAILS
F25
HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO
FRAME TO FRAME
GRAVITY -.2125
GRAVITY:2125
COLUMN
UPLIFT:3290
UPLIFT:32
LTT20B w/(10) 10d NAILS & �'EPDXY ANCHOR w/SIMP. SET
FRAME TO CMU
1290
1300
I
EPDXY MIN. 7" EMBED.
STANDARD CONNECTOR NOTES
1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN
AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS
SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @
24"o.c. OR 32"o.c.)
CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"O.C.
MAX. AND (2) AT EACH CORNER.
2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR HIOA-2
FOR 2 -PLY U.N.O. ON PLAN
3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR.
IF UPLIFT EXCEEDS 535lbs 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.O.R.
2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING
DTL. WF08/SD4.
3. NAIL #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) 1 Od 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. 1 st KING INTO
HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS.
6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R.
7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.
8. SEE DTL. WF09/SD3 FOR 1ST 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/21" FLITCH PLATE
TOPOST: SIMP.HTS20ORMSTA18
STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL
TOBEAM: SIMP. HUC48w/(14)16d&(6)-10d NAILS
H2x8
(2)2x8 #2 SYP
TO MASONRY: SIMP. HU48 OR HUC48
B2x8
WITH 1/2" FLITCH
w/(6)1 Od NAILS & (1 4)-l" 22"
4
H2x10
PLATE
TAPCONS 4
APA SHEATHING NOTE:
z
=1
ON MASONRY: (1) SIMP. MSTAM24
H2x12
'2)2xl2 #2 SYP w/-21" FLITCH PLATE
TO POST: SIMP. HTS20 OR LSTA18
24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED
P
TOBEAM: SIMP.HUC410w/(18)16d&
H3.5x5.5
(2)2x 10 #2 SYP
(10) 10d NAILS
B2x10
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
H3.5x7.25
PLATE
NAILS & (118)1"x22" TAPCONS
4 4
WITH (3) 10d TOENAILS.
ON MASONRY: (1) SIMP. MSTAM24
H3.5x9.25
(2)1.75"x9.25" LVL
TO POST: SIMP. HTS20 OR LSTA18
TOBEAM: SIMP.HUC410w/(18)16d&
H5.5xl 1.25
(2)2x 12 #2 SYP
(10) 10d NAILS
B2x12
WITH 1/2" FLITCH
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
PLATE
NAILS & (18)1"x2j" TAPCONS
4
H3x12
PLATE BETWEEN PLIES
ON MASONRY: (2) SIMP. MSTAM24
HEADER SUPPORT # JACKS/KINGS
REQ'D. @ OPENING
TOPOST: SIMP.HTS20ORLSTA18
SEE PLAN FOR WALL WIDTH
OPENING SIZE
TOBEAM: SIMP.HUC410w/(18)16d&
V-0" TO 3'- 11 "
1
(10) 10d NAILS
B3.5xl 1.25
(2)1.75"XI 1.25" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
8'-0" TO 9'-11 "
2
NAILS & (18)-l"x2"' TAPCONS
4 4
10'-0" TO 12'-0"
3
ON MASONRY: (2) SIMP. MSTAM24
TO POST: SIMP. HTS20 OR LSTA18
TOBEAM: SIMP.HUC410w/(18)16d&
(10) 10d NAILS
B3.5xl 1.875
(2)1,75"xl 1.875" LVL
TO MASONRY: SIMP. HU410OR HUC410w/(10)10d
NAILS & (18)1"x22" TAPCONS
4 4
ON MASONRY: (2) SIMP. MSTAM24
TO POST: SIMP, HTS20 OR LSTA18
TOBEAM: SIMP,HUC410w/(18)16d&
(10) 10d NAILS
B3.5x16
(2) 1.75"xl 6" LVL
TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
NAILS & (18)-l"x22" TAPCONS
4 4
ON MASONRY: (2) SIMP. MSTAM24
TO POST: (2) SIMP, HTS20 OR LSTA18
ON MASONRY: (2) SIMP. MSTAM24
B5.25x16
(3) 1.75"xl 6" 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
TO POST: (2) SIMP. HTS20 OR LSTA18
ON MASONRY: (2) SIMP. MSTAM24
B3.5x2O
(2) 1.75"x2O" LVL
" U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS
OF 1/4" X 3 1/2" SIDS SCREWS @ 24" O.C. EACH SIDE
STANDARD BEAM NOTES
1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C.
(TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM
2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d
NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM
3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END)
4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS.
5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN
APPROVAL FROM THE E.O.R.
6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS
HEADER SCHEDULE I
TAG
HEADER
FASTENERS
H2x6
(2)2x6 #2 SYP w/21" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(6)
STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL
16d NAILS
H2x8
(2)2x8 #2 SYP w/21" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(8)
BE IN ACCORDANCE WITH ASTM A 153.
t;
16d NAILS
H2x10
2)2xl 0 #2 SYP w/21" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(10)
APA SHEATHING NOTE:
z
=1
16d NAILS
H2x12
'2)2xl2 #2 SYP w/-21" FLITCH PLATE
ATTACH KING STUD TO HEADER w/(10)
24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED
P
16d NAILS
H3.5x5.5
(2)1.75"x5.5" LVL
ATTACH KING STUD TO HEADER w/(6)
PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END
16d NAILS
H3.5x7.25
(2)1.75"x7.25" LVL
ATTACH KING STUD TO HEADER w/(8)
WITH (3) 10d TOENAILS.
16d NAILS
H3.5x9.25
(2)1.75"x9.25" LVL
ATTACH KING STUD TO HEADER w/(10)
16d NAILS
H5.5xl 1.25
(3)1.76"xl 1.25" LVL
ATTACH KING STUD TO HEADER w/(12)
16d NAILS
(3) 2x12 #2 SYP w/ -1" FLITCH
2
ATTAC H KI N G STU D TO H EAD E R w/(l 0)
H3x12
PLATE BETWEEN PLIES
16d NAILS
HEADER SUPPORT # JACKS/KINGS
REQ'D. @ OPENING
SEE PLAN FOR WALL WIDTH
OPENING SIZE
JACKS @ EA. END KINGS @ EA. END
V-0" TO 3'- 11 "
1
1
4'-0" TO 7'- 11 "
2
2
8'-0" TO 9'-11 "
2
3
10'-0" TO 12'-0"
3
4
ROOF NOTES:
W
1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN.
2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND <
ELEVATIONS FOR BEARING HEIGHTS.
3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED.
CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED.
4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS
AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/
SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS
BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2)
12d TOENAILS.
5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE z
CONTINUOUS FROM FLOOR TO CEILING. 0
6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING
ADDITIONAL LOADS:
A) ALL CEILING HUNG SOFFITS AND SOFFITS
WITH CABINETS AS SHOWN ON PLANS. U)
B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. W
7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS
OF ALL HARDWARE BEFORE INSTALLATION.
8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT
EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS
DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO.
9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER.
THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY LLI
TRUSSES W
10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS
9. . ,
ABOVE THE GARAGE. %S1
11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HASBEEN I
W co
PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. J-0 00 0 0. CL 'qr
OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO ?- ;7,, 00
4�e CD LL "... W Ld
CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP 0
DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW ID z
Uj g z M:
AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE W 00- < 0
-4 z . 0
PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS e< ' _j
LLj
SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR
. , 011 6
TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS
NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF lit% 0
CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LL
LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD.
12, IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO TH
ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND
BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE
ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED
AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS.
CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER
co
THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION.
BUILDER NOTE:
0
IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE con Z:
TRUSS MANUFACTURERS LAYOUT
0 ca
STOP ----
(D
AND CALL THE ENGINEER OF RECORD PRIOR TO
PLACEMENT OF ANY TRUSSES
NAILING SCHEDULE:
ca
ROOFS:
ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE)
FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6"
O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O�C. AT ALL SUPPORTED EDGES AND
6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR
TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF 0
SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE z
SPACED NO MORE THAN 24" O.C� 0 0.
GABLE ENDS: W S'ic
0 . C4 1
ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. Uj U) d 0 to !;�
AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER 06 Z 0) 0
EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. Pa Z 0 IF
0 Im ro:p
Cn z z z 0 1P 0
g
W Z
EXTERIOR WALLS: W - -
0 W SH
SEE WF10/SD4 FOR MORE INFO.
o z zwjus
NAILS: Uj 0 <<Ws FS
0 WIN X1
NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 06 w IL 3C
ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, I C,4
HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE IWD. Lu M $1
EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY U.
00
E
IN
< �3
00
C114
Z Cl) 0
0 LU -1
2 Ld
00 0
0000
2 LO
0 -j z
Uj
_j a LL
LIJ >- 0
-) < 0 1:
0 F- 2 1-
ry
STRUCTURAL ENG: BAD
DRA F TI NG
-STRUCT: TNA
QC CHECK: MRB
JUD 1,40. 1 M - /-11 U151515
ALE: AS INDICATED
NOTES & u"ONNE'U"TOR LEG.END
- DATE: 03/24/2017
1/4 1 9 _V I
I S4,1
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC. is strictly prohibited.
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.
t;
�- 0
LU
APA SHEATHING NOTE:
z
=1
UJI
-r Z
24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED
P
PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END
WITH (3) 10d TOENAILS.
E
IN
< �3
00
C114
Z Cl) 0
0 LU -1
2 Ld
00 0
0000
2 LO
0 -j z
Uj
_j a LL
LIJ >- 0
-) < 0 1:
0 F- 2 1-
ry
STRUCTURAL ENG: BAD
DRA F TI NG
-STRUCT: TNA
QC CHECK: MRB
JUD 1,40. 1 M - /-11 U151515
ALE: AS INDICATED
NOTES & u"ONNE'U"TOR LEG.END
- DATE: 03/24/2017
1/4 1 9 _V I
I S4,1
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC. is strictly prohibited.
CONTRACTOR TO VERIFY
THE GROUT IS LEVEL
WITH TOP OF BLOCK FOR
PROPER TRUSS/ FLOOR
SYSTEM BEARING (MIN 3")
z
W
r
(9
W
z
0
U)
L
AT CORNERS PRECAST"U"
PROVIDE LINTEL W/ 3000
STANDARD #5 psi CONC. PER
HOOK BAR. LAP LINTEL PLAN. IF
OTHER BARS INTO REBARIS
CORNER AS REQ'D INDICATED IN
LINTEL, #5 TO BE
HOOKED INTO
SIDE VERTICALS
METAL LATH OR WIRE SCREEN
OVER COURSES NOT REQ'D
TO BE FILLED. (SHEET METAL
& PAPER FELT PROHIBITED)
TYPICAL TRUSS ANCHOR PER PLAN
PROVIDE SCREEN WHEN BLOCK BELOW
HOOKPER IS NOT REQUIRED TO BE FILLED
MD08 STANDARD 90 DEGREE HOOK
PRECAST LINTEL LOAD TABLE
LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING
APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS:
CASTE -CRETE, QUALITY, AND LOTTS
1<
W
1 --
0
1660/0
7'-0" 416 752/699 1843/1625 3486/2602 6390/3302
-
L�A
LAP SPLICE
�4
NON
A-
-SHEAR WALL AT OPENING
"D"
A
.44 A
STANDARD LINTEL NOTES
STANDARD LINTELS
CLEAROPENING 8"UNFILLED 8F8-1B/8F8-0B8F16-1B/8F16-0B 8F24-1B/8F24-0B 8F32-IB/8F32-OB
1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.
2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O.
3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN.
11
11-61' 2231 3069/3069 6113/6113 8974/8974 10000 / 10000
2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000
8" X 8" x 16" CMU U.N.O.
INDICATES FILLED CELL FROM FTG TO TIE
2'-8" 1343 2693/2561 6113/3820 8974/5961 10000 / 8107
16'-0"
0
�4.
950/0
�f e)11 ')A
4017 n4ar I 4nizn a 1 4 11 / on'l 4 Qn7l) / Ar,79 I nnnn I r1e)
'i4 .I . : 4 4-, . 4 0 OWAKIINJU WA. r-INIL)
-A TYP BOND BEAM 8" x 8" x 16" K.O. 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249
U) TEL BLOCK FILL w/ 3000 psi CONC. w/ 4'-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
2�A LIN '
"rum 0'rMpkirl-ru rNp -rU[= 1 1XITC1 1K1t1DCAQ=Q ANIM IQ ADDPM/Pr) %Al1TL4nHT
W k 1) ff-L) ulm�. 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 lryul�'M I lzu %.JI -4 r-L-t-%ry'
0 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. z
LL 51-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 0
z 6'-2" 488 991/991 2661/2143 5681 /2698 6472/3685 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.
14
14'-0"
0
292/0
LO
1660/0
7'-0" 416 752/699 1843/1625 3486/2602 6390/3302
-
L�A
LAP SPLICE
�4
NON
A-
-SHEAR WALL AT OPENING
"D"
A
.44 A
SHEAR WA�L
SEGMENT
"D"
J:
W k 1) ff-L) ulm�. 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 lryul�'M I lzu %.JI -4 r-L-t-%ry'
0 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. z
LL 51-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 0
z 6'-2" 488 991/991 2661/2143 5681 /2698 6472/3685 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD
BEAM w/ (1) #5 BAR W/ 3000 psi CON C. SEE 181-81, 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI.
MD08 FOR LAP INFO. 20'-011 1 0 180/0 598/0 1024 1441/0 2. f c PRESTRESSED LINTELS = 6000 psi.
/0 -4
PROVIDE CLEAN OUT OPENING @ GROUT 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.
FILLED CELL AND REBAR (TYP). MORTAR 22'-8" 0 110 450/0 82A -+flu 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE
JOINTS SHOULD NOT BE CUT RECESSED LINTELS -FILLED STRENGTH = 1900 PSI. to 7
CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB Uj 0)
C0
4 1" r%m
Jr -
SEE FOUNDATION FOR FOOTING Z-4" 1694/1694 372513280 6499/5421 0. mr-Dmr-% rr_m M011111 MD 1D %.7MMUM ou. r1r11r_01Mr_001114�.7 01r-IMINU I-r-rl% f1% 11111fl-t V FN/1% - , ,, -T 4�' M 0 0 LL
2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 00
T -O" 1230/1230 2769/2769 4085/4085 2W cc) 1 2: �4 (j
z z
T-4" 1081/920 2769/1716 4085/ 2839 LINTEL DESIGNATION SCHEDULE Z je r% Z
4'-4" 846/833 2121/1716 3127/2839 0
5'-4" 664/572 1761 /1761 2595/2595 LINTEL F FILLED WITH GROUT 00 a -i
I M A PRK H HKIC11 I Cr) 0 = DC1'MCQCn 00000 1 ; I Uj <
614" 526/434 1539/1539 1329/2267 REQUIREMENTS ? I I Z E=!
7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ < W
>- 0
415/235 1152/1152 1694/1552 8RF6-1B/1T OF LINTEL CAVITY W Zj
8'-4" (D 8F16-1B/1T M Ll-
i� TYPICAL MASONRY CONSTRUCTION 0 8F8-1 B/1 T T TOP
SCALE: 3/4" V-0" 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER QUANTITY OF #5 REBAR A
2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8RF14-1B/1T NOMINAL HEIGHT
-r S'
NOMINAL WIDTH
(D 8F16-1B/1T
TYPE DESIGNATION
13'-4"
(D 8RF14-0B/1T
81=16-OB/1'r 1-1/2" CLEAR
81=20-113/11T
i � Z
< i ,,,
W i� 1=
I' ... 0
3: #5 REBAR AT TOP MIN. (1) REQ'D
64" 6'-2" 6'-4" 8F20-0B/1T C) -j
< < C.M.U.
Z 4L ,
8RF22-1B/1T 002
-4 GROUT
L? 0
z #5 REBAR AT BOTTOM OF LINTEL
8F24-1B/1T
FOO 0 0 (0 CAVITY
BOTTOM REINFORCING PROVIDED :0
SEE PLAN FOR TOP OF WALL AND LINTEL INFO 7-5/8" ACTUAL IN LINTEL (VARIES) LAI
14 8" NOMINAL WIDTH
8F24-0B/1T
-1B/1T
8RF30
TEL PER PIL
-LIN AN
8F32-1B/1T 1-1/2" R
?
8RF30-0B/1T
-i T
TRANSOM OPENING <
Uj �-#5REBARATTOPMIN.(I)REQ'D z
. ..... 8F32 -0B/1T
C) C.M.U.
RAMEINFILLAROUt4D
z U) rz 8'.
WINDOW BY BUILDER DOWEL PLAN FOR 8F38 -1 B/1 T !R -O
�SEE LO 0 C4
FILLED CELL INFO. 1 0 U)
SEE WF01/SD1 FOR Z
W Z
MORE INFO MIN. (1) IS REQ'D ON 8F1 2 -1 B/1 T 06
C
EITHER SIDE U.N.O. BOTTOM REINFORCING PROVIDED 0 OD
8F40 -0B/1T + z OF gco-
7-5/8" ACTUAL IN LINTEL (VARIES)
j
(D Z
_j Cf) -
8F8 8" NOMINAL WIDTH
5
-013/1 T
'y
I. L� L'' '. 0)
(2) 2X8 SYP#2 P.T. HEADER z ZMU)
W CJ
E
TURNED SIDEWAYS.
0
ATTACH TO MASONRY
SAFE LOAD TABLE NOTES
WALL W/ SIMPSON HU28-2 (D
DOOR OR WI N DOW OPEN I NG "'j -HANGER @ EA. END. W/ Uj
1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED
Z W
9
MAX. OPENING 4 FT (14) 1/4" x 2-3/4" TAPCONS 0 0
in LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL j
75
I Vi 1V1/-%0W114rN k I E--Lj L1114
NAILS TO HEADER 2. 0 = NOT RATED.
t; Uj
3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. LLJ
4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U)
ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 3
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.
GRADE40
14'-0"
0
292/0
LO
1660/0
7'-0" 416 752/699 1843/1625 3486/2602 6390/3302
CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS
LAP SPLICE
�4
NON
A-
-SHEAR WALL AT OPENING
"D"
04' TYPI',AL
SHEAR WA�L
SEGMENT
"D"
J:
17/8
41/4
8" X 8" x 16" CMU U.N.O.
INDICATES FILLED CELL FROM FTG TO TIE
15
16'-0"
0
C\1
950/0
ADEQUATE FOR THE LOADS.
1997/0
1676/0
55/8
MATERIALS
20
3
55/8
121/2
. .
... .. . .....
31/8
7
8'-0" 354 726/699 1843/1625 3486/2255 6205/2885
25
BOTTOM STEEL IN LINTEL IF
INDICATE - SHOULD HOOK INTO
VERTICAL CELLS PER MD08
181-01,
0
211/0
750/0
1177/0
Uj
U)
6. G.C, TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS
SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY
30
C)
81/16
181/2
36
j #7
j 43/8
9 13/16
16 1/2
35
51/4
9'-2" 315 618/535 1533/1247 2781/1946 4754/2489
21 3/4
42
LA.. .4
4,
10141 292 567/454 1366/1277 2423/1770 4006/2263
10'-8" 277 492/352 1254/1132 2193/1567 3552/2003
.4
WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.
t.
o' ROUGH OPENING PER PLAN
STD. 90 DEGREE ANGLE 3000 psi
7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL
SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS
0
11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003
12 -0" 239 418/297 1075/1045 1838/1446 2883/1848
A
CONC. wl (1) #5 DIA. REBAR
12'-8" 0 369/261 1002/984 1697/1361 2630/1738
13'-4" 0 328/0 1234/0 1779/0 2662/0
.
BEAM w/ (1) #5 BAR W/ 3000 psi CON C. SEE 181-81, 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI.
MD08 FOR LAP INFO. 20'-011 1 0 180/0 598/0 1024 1441/0 2. f c PRESTRESSED LINTELS = 6000 psi.
/0 -4
PROVIDE CLEAN OUT OPENING @ GROUT 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.
FILLED CELL AND REBAR (TYP). MORTAR 22'-8" 0 110 450/0 82A -+flu 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE
JOINTS SHOULD NOT BE CUT RECESSED LINTELS -FILLED STRENGTH = 1900 PSI. to 7
CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB Uj 0)
C0
4 1" r%m
Jr -
SEE FOUNDATION FOR FOOTING Z-4" 1694/1694 372513280 6499/5421 0. mr-Dmr-% rr_m M011111 MD 1D %.7MMUM ou. r1r11r_01Mr_001114�.7 01r-IMINU I-r-rl% f1% 11111fl-t V FN/1% - , ,, -T 4�' M 0 0 LL
2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 00
T -O" 1230/1230 2769/2769 4085/4085 2W cc) 1 2: �4 (j
z z
T-4" 1081/920 2769/1716 4085/ 2839 LINTEL DESIGNATION SCHEDULE Z je r% Z
4'-4" 846/833 2121/1716 3127/2839 0
5'-4" 664/572 1761 /1761 2595/2595 LINTEL F FILLED WITH GROUT 00 a -i
I M A PRK H HKIC11 I Cr) 0 = DC1'MCQCn 00000 1 ; I Uj <
614" 526/434 1539/1539 1329/2267 REQUIREMENTS ? I I Z E=!
7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ < W
>- 0
415/235 1152/1152 1694/1552 8RF6-1B/1T OF LINTEL CAVITY W Zj
8'-4" (D 8F16-1B/1T M Ll-
i� TYPICAL MASONRY CONSTRUCTION 0 8F8-1 B/1 T T TOP
SCALE: 3/4" V-0" 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER QUANTITY OF #5 REBAR A
2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8RF14-1B/1T NOMINAL HEIGHT
-r S'
NOMINAL WIDTH
(D 8F16-1B/1T
TYPE DESIGNATION
13'-4"
(D 8RF14-0B/1T
81=16-OB/1'r 1-1/2" CLEAR
81=20-113/11T
i � Z
< i ,,,
W i� 1=
I' ... 0
3: #5 REBAR AT TOP MIN. (1) REQ'D
64" 6'-2" 6'-4" 8F20-0B/1T C) -j
< < C.M.U.
Z 4L ,
8RF22-1B/1T 002
-4 GROUT
L? 0
z #5 REBAR AT BOTTOM OF LINTEL
8F24-1B/1T
FOO 0 0 (0 CAVITY
BOTTOM REINFORCING PROVIDED :0
SEE PLAN FOR TOP OF WALL AND LINTEL INFO 7-5/8" ACTUAL IN LINTEL (VARIES) LAI
14 8" NOMINAL WIDTH
8F24-0B/1T
-1B/1T
8RF30
TEL PER PIL
-LIN AN
8F32-1B/1T 1-1/2" R
?
8RF30-0B/1T
-i T
TRANSOM OPENING <
Uj �-#5REBARATTOPMIN.(I)REQ'D z
. ..... 8F32 -0B/1T
C) C.M.U.
RAMEINFILLAROUt4D
z U) rz 8'.
WINDOW BY BUILDER DOWEL PLAN FOR 8F38 -1 B/1 T !R -O
�SEE LO 0 C4
FILLED CELL INFO. 1 0 U)
SEE WF01/SD1 FOR Z
W Z
MORE INFO MIN. (1) IS REQ'D ON 8F1 2 -1 B/1 T 06
C
EITHER SIDE U.N.O. BOTTOM REINFORCING PROVIDED 0 OD
8F40 -0B/1T + z OF gco-
7-5/8" ACTUAL IN LINTEL (VARIES)
j
(D Z
_j Cf) -
8F8 8" NOMINAL WIDTH
5
-013/1 T
'y
I. L� L'' '. 0)
(2) 2X8 SYP#2 P.T. HEADER z ZMU)
W CJ
E
TURNED SIDEWAYS.
0
ATTACH TO MASONRY
SAFE LOAD TABLE NOTES
WALL W/ SIMPSON HU28-2 (D
DOOR OR WI N DOW OPEN I NG "'j -HANGER @ EA. END. W/ Uj
1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED
Z W
9
MAX. OPENING 4 FT (14) 1/4" x 2-3/4" TAPCONS 0 0
in LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL j
75
I Vi 1V1/-%0W114rN k I E--Lj L1114
NAILS TO HEADER 2. 0 = NOT RATED.
t; Uj
3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. LLJ
4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U)
ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 3
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.
GRADE40
14'-0"
0
292/0
1160/0
1660/0
2439/0
LENGTH
LAP SPLICE
�4
NON
A-
-SHEAR WALL AT OPENING
"D"
04' TYPI',AL
SHEAR WA�L
SEGMENT
"D"
J:
17/8
41/4
8" X 8" x 16" CMU U.N.O.
INDICATES FILLED CELL FROM FTG TO TIE
15
16'-0"
0
284/0
950/0
1379/0
1997/0
1676/0
55/8
MATERIALS
20
3
55/8
121/2
. .
... .. . .....
31/8
7
13/4
25
33/4
181-01,
0
211/0
750/0
1177/0
BEAM w/ (1) #5 BAR W/ 3000 psi CON C. SEE 181-81, 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI.
MD08 FOR LAP INFO. 20'-011 1 0 180/0 598/0 1024 1441/0 2. f c PRESTRESSED LINTELS = 6000 psi.
/0 -4
PROVIDE CLEAN OUT OPENING @ GROUT 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.
FILLED CELL AND REBAR (TYP). MORTAR 22'-8" 0 110 450/0 82A -+flu 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE
JOINTS SHOULD NOT BE CUT RECESSED LINTELS -FILLED STRENGTH = 1900 PSI. to 7
CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB Uj 0)
C0
4 1" r%m
Jr -
SEE FOUNDATION FOR FOOTING Z-4" 1694/1694 372513280 6499/5421 0. mr-Dmr-% rr_m M011111 MD 1D %.7MMUM ou. r1r11r_01Mr_001114�.7 01r-IMINU I-r-rl% f1% 11111fl-t V FN/1% - , ,, -T 4�' M 0 0 LL
2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 00
T -O" 1230/1230 2769/2769 4085/4085 2W cc) 1 2: �4 (j
z z
T-4" 1081/920 2769/1716 4085/ 2839 LINTEL DESIGNATION SCHEDULE Z je r% Z
4'-4" 846/833 2121/1716 3127/2839 0
5'-4" 664/572 1761 /1761 2595/2595 LINTEL F FILLED WITH GROUT 00 a -i
I M A PRK H HKIC11 I Cr) 0 = DC1'MCQCn 00000 1 ; I Uj <
614" 526/434 1539/1539 1329/2267 REQUIREMENTS ? I I Z E=!
7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ < W
>- 0
415/235 1152/1152 1694/1552 8RF6-1B/1T OF LINTEL CAVITY W Zj
8'-4" (D 8F16-1B/1T M Ll-
i� TYPICAL MASONRY CONSTRUCTION 0 8F8-1 B/1 T T TOP
SCALE: 3/4" V-0" 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER QUANTITY OF #5 REBAR A
2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8RF14-1B/1T NOMINAL HEIGHT
-r S'
NOMINAL WIDTH
(D 8F16-1B/1T
TYPE DESIGNATION
13'-4"
(D 8RF14-0B/1T
81=16-OB/1'r 1-1/2" CLEAR
81=20-113/11T
i � Z
< i ,,,
W i� 1=
I' ... 0
3: #5 REBAR AT TOP MIN. (1) REQ'D
64" 6'-2" 6'-4" 8F20-0B/1T C) -j
< < C.M.U.
Z 4L ,
8RF22-1B/1T 002
-4 GROUT
L? 0
z #5 REBAR AT BOTTOM OF LINTEL
8F24-1B/1T
FOO 0 0 (0 CAVITY
BOTTOM REINFORCING PROVIDED :0
SEE PLAN FOR TOP OF WALL AND LINTEL INFO 7-5/8" ACTUAL IN LINTEL (VARIES) LAI
14 8" NOMINAL WIDTH
8F24-0B/1T
-1B/1T
8RF30
TEL PER PIL
-LIN AN
8F32-1B/1T 1-1/2" R
?
8RF30-0B/1T
-i T
TRANSOM OPENING <
Uj �-#5REBARATTOPMIN.(I)REQ'D z
. ..... 8F32 -0B/1T
C) C.M.U.
RAMEINFILLAROUt4D
z U) rz 8'.
WINDOW BY BUILDER DOWEL PLAN FOR 8F38 -1 B/1 T !R -O
�SEE LO 0 C4
FILLED CELL INFO. 1 0 U)
SEE WF01/SD1 FOR Z
W Z
MORE INFO MIN. (1) IS REQ'D ON 8F1 2 -1 B/1 T 06
C
EITHER SIDE U.N.O. BOTTOM REINFORCING PROVIDED 0 OD
8F40 -0B/1T + z OF gco-
7-5/8" ACTUAL IN LINTEL (VARIES)
j
(D Z
_j Cf) -
8F8 8" NOMINAL WIDTH
5
-013/1 T
'y
I. L� L'' '. 0)
(2) 2X8 SYP#2 P.T. HEADER z ZMU)
W CJ
E
TURNED SIDEWAYS.
0
ATTACH TO MASONRY
SAFE LOAD TABLE NOTES
WALL W/ SIMPSON HU28-2 (D
DOOR OR WI N DOW OPEN I NG "'j -HANGER @ EA. END. W/ Uj
1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED
Z W
9
MAX. OPENING 4 FT (14) 1/4" x 2-3/4" TAPCONS 0 0
in LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL j
75
I Vi 1V1/-%0W114rN k I E--Lj L1114
NAILS TO HEADER 2. 0 = NOT RATED.
t; Uj
3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. LLJ
4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U)
ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 3
LINTEL W/ TRANSOM DETAIL \L/ 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. I
SCALE: 3/4" = T-0" 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY
CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF
SUPPORT.
C\j MIN.
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.
GRADE40
GRADE60
4
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
�4
NON
A-
-SHEAR WALL AT OPENING
"D"
04' TYPI',AL
SHEAR WA�L
SEGMENT
"D"
J:
17/8
41/4
7
15
A"].
1 4
41/4
1
fl.i
14
#4
LINTEL W/ TRANSOM DETAIL \L/ 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. I
SCALE: 3/4" = T-0" 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY
CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF
SUPPORT.
C\j MIN.
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.
GRADE40
GRADE60
BAR SIZE
BEND 0
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
"A"
"B"
11C..
"D"
"A"
"Bot
11C11
"D"
#3
17/8
41/4
7
15
21/4
41/4
91/4
18
#4
21/2
55/8
91/2
20
3
55/8
121/2
24
#5
31/8
7
13/4
25
33/4
7
151/2
30
#6
33/4
81/16
14
30
41/2
81/16
181/2
36
j #7
j 43/8
9 13/16
16 1/2
35
51/4
913/16
21 3/4
42
4 4.:
LAP SPLICE
(D
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.
T-8" e.
7
no 00
04
Z Cl) 0
0 W -j
MIN.
U!
R
8'-0" _4 G)
00 0
0000
Ln
0 Z
-j Uj W
Lij a 0,
< 0
< 0<
<
..4
#3 = 2 Y2"
#4 = 2 Y2"
#5 = 2 Y2" 0 STRUCTURAL ENG: BAD
#6 3"
#7 3 XF
-STRUCT: TNA
4
"B" QC CHECK: MRB
.7o. JOB No. TM - 2170333
EMBEDDED STANDARD 90* HOOK STANDARD 180" HOOK SCALE: AS INDICATED
I INTR P[ AN DATE: 03/24/2017
4DO*k REBAR SPLICE DETAIL 1/8"=11-011
SCALE: 3/4" = T-0" S5
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited.
(1) #5 FROM FTG. TO
TIE BEAM SPLICE TO
BE MIN. 25" GROUT
CELL SOLID
MASONRY WALL
SEE PLAN
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FOUNDATION PLAN
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00
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(2) #5 BARS CONT. CLEAN COMPACTED 6F W 8" 0
11 > �__ fIll CAKI f1r%RA0Af1-rr_n
'3� CLEAN COMPACTED W/ 3 COVER TYP. FILL @ 95% STANDARD CLEAN COMPACTED 0 (2) #5 BARS CONT. w/ 3" t.,I_r_/AN 1I.IM, I MU (2) #5 BARS CONT. w/ 3"'
0 8" 8" FILL @ 95% STANDARD
FILL @ 95% STANDARD DENSITY FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD COVER TYP.; AT
'01 V-4" DENSITY .1 V-4" 01 DENSITY (2) #5 BARS CONT. w/ 3" J 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY
COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO
WHERE 2ND STORY OCCURS, FTG WHE E 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE
SHALL BE l'-4" WIDE w/(3) #5 BARS SHALL BE l'-4" WIDE W/(3) #5 BARS BARS REQ'D & FTG TO DENSITY
BE 20" WIDE LLI
fryy
to its..
FOOTING AT INTERIOR BEARING *04000" �Vp'.
NON-BEARING SLAB STEP DOWN AFO� DOUBLE STEP FOOTING AFO� BEARING SLAB STEP DOWN fiFO
TYPICAL EXTERIOR FOOTING (6F�0 TYPICAL GARAGE CURB FOOTING AFO 1 $_1 ..
cf)
3/4"=V-0" 3/4"=V-10" 3/4"=V-10" 3/4'1=11-0" 3/4"=1'-0" 3/4"=1
U_
if
00
LU 07D
3,'�M C;
OPT. MASONRY CURB z
@ ELEV. 0'-0" w/ (1) #5
VERIFY W/ DETAILS FOR REQ1D VERIFY W/ DETAILS FOR REQ'D U) <
CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS W 47
SLOPED GROUT TO 1A
W <
DRAIN MASONRY WALL z
SEE PLAN
OPTIONAL CURB BY <
�j _�j N, 0
BUILDER MIN, 24" BEFORE 4': Al _j
ANOTHER STEP CONC. SLAB PER (1) #5 FROM FTG. TO LL
CONC. SLAB PER 8"x12" THICKENED
SLOPE
z
FOUNDATION PLAN TIE BEAM MIN. 25"
CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT.
18" FOUNDATION PLAN w/ 3" COVER TYP. #5 CONT. PER MFG SPLICE GROUT CELL V
SOLID PER PLANS
X 4F REINFORCEMENT SEE
141
Uj
0- FOUNDATION PLAN
GRADE
4
LU
ZD U) r 4
LU 01
4% THRESHOLD PER MFG
4
I V FOR QUANTITY
U) #5 x 25" x 25" CORNER 4 4 !z Cn
=1 I IE: S oI 1_1 1 11-1 V)
U) A
C�
BAR, ONE FOR EA. 11j j
4,
LU
4 11 REBAR, TYP. U.N.O. 10� 6
HORIZONTAL 0
I FEI I I
El CONC. SLAB PER 1711 if 'I r==11.
1 4 4� FOUNDATION PLAN I ILI
4
0? J 8" 4 14
dm min J
_4 j
U) .2
1=1 I IEEE —1 1EHI, -� — I, — " (2) #5 BARS CONT.
Uj
W
LU
I_=__1 I F�:I I FEI
JIM
- _T
L � — 6: 1
T! W/ 3" COVER TYP.; @
W FJ (2) #5 CONT. w/ 3" 6LUPE
A, -4 > 5 1 -111' — 2 -STORY CONDITION
0 MIN. —
3'� COVER TYP.
PER MFG (3) #5 BARS w/ 20"
X SLOPE EXT. SURFACE
(2) #5 CONT. w/
(2) #5 BENT BARS w/
1'4" (2) #5 BARS CONT. -Ill— __�11 I I— — -I
COVER TYP. WIDE FOOTING
OR GRADE 1/4" PER
W/ 3" COVER TYP CLEAN COMPACTED
CLEAN COMPACTED MIN. 25" LAP SPLICE FOOT AWAY FROM
FILL @ 95% STANDARD
FILL @ 95% STANDARD BUILDING
WHERE 2ND STORY OCCURS, FTG DENSITY ELASTOMERIC JOINT DENSITY
SHALL BE l'-4" WIDE w/(3) #5 BARS 14
FILLER
FOOTING SHOWER AT MASONRY AFOk THICKENED EDGE AFOk TYPICAL STEP FOOTING DETAIL AF`10� TYPICAL CORNER BAR DETAIL (TOP VIEW) fiFfl� EXTERIOR DOOR POURED SILL AF1'� FOOTING AT INTERIOR BEARING WITH CMU
3/4"=V-0" 3/4"=V-0" 3/4"=V-10" 3/4"=11-0" 3/4"=V-0" 3/4"=11-0" U)
#5 DOWEL W/ MIN. 6" #5 CONTINUOUS ANCHOR PER BRG. z
1AIA1 I W�WPI)11111 P IIJ=
FILLED CELL PER PLAN WOOD POST PER PLAN CONC. SLAB PER CONIC. SLAB PER EMBED. INTO MAIN CURB REQ. ANCH . OR I Cj
ASE FOUNDATION PLAN FOUNDATION PLAN FOOTING W SIMPSON #4 BAR @ 48" O.C, W/ 2 1/4" Fn :jP8*
SHALL HAVE 6" MIN. LU
CONNECTION EPDXY @ 12" O.C. MIN. 32" BEND INTO 0
3/4" FOR SIZE AND B SLAB EMBED. BELOW W
— — — — — — — — 7 it CONCRETE STAIRS AS BOTTOM OF CURB. 0 06
-47-- TOP COURSE TO BE REQ'D PER GRADE W/ CONCRETE SLAB PER (D 1 06 T
GARAGE CHAIR BLOCKS. MIN (1) #5 BAR @ PLAN OPT CURB PER z
ENTIRE BASE TO BE MF04/SDI z
FILLED SOLID NOSING ADD #5 CONT. WHEN 0 _j
TOP VIEW I CORNER SEE E LEV TION STI RUPS REQUIRED 2 x P.T. SILL PLATE
"IIII, 1 771 - % (0
CONC. SLAB PER
FOUNDATION
PLAN
Ad�
20"X811
THICKENED
EDGE W/ (2) #5
CONTINUOUS V-8"
z
SEE 1.M. i I d. —I
CMU BASE w/ (1) #5 0
PLAN
VERTICAL @ EACH
GARAGE WALL 9 *4
CD
L
BEYOND CORNER. SEE FLR.
PLAN FOR BASE SIZE 14 9 00 m #3 STIRRUPS @ 48' z
z (2) #5 DIA. BARS @ TOP z (2) #5 DIA. BARS @ TOP O.C. WHEN MONO _j z
A 1 4 A 0
z DEPTH EXCEEDS
CONCRETE
d
BUILDER
�d. 0
DRIVEWAY BY 0 _X 2
WHEN MONO DEPTH WHEN MONO DEPTH
SEE FOUNDATION FOR EXCEEDS 26", IF EXCEEDS 26", IF 17- 1. > � 4 A� 26". IF LESS THAN
I L 0
OR PAVERS F- Ld I DEPTH < 26" THESE
JA
�4
PAD SIZE �A LU 4 ARE NOT
I . d Uj
L2
BARS ARE NOT REQ'D BARS ARE NOT REQ'D
STIRRUPS 00
GRADE r GRAqE z W
> DEPTH < 26" THESE 26" THESE
CONC. SLAB OR -17-�F > LU
REQ'D
#3 STIRRUPS @ 48"
PAVERS PER 0 LU #3 STIRRUPS @ 48" .4
5 U) O.C. WHEN MONO 10
CO O.C. WHEN MONO z
(3) #5 CONT.
DEPTH EXCEEDS 26",
Ll
PLA �_7 DEPTH EXCEEDS 26" W/ 3" MIN 7 1
LEAN COMPACTED IF DEPTH < 26" THESE 41 IF DEPTH < 26" THESE COVER ON CHAIRS
BARS ARE NOT RECi ID
FILL @ 95% STANDARD L .4 z , SEE PLAN F AIR INFO. IF
011 -e I BARS ARE NOT REUD 6R ST'
CLEAN COMPACTE CONCRETE STAIRS ARE FORMED &
T_ DENSITY D __:j
4 CLE AN COMPACTED FILL @ 95% STANDARD POURED, PROVIDE (1) #5 @ EACH STEP,
wo- _i AN COMPACTED (2) #5 BARS CONT. W/ CLE
4 (2) #5 BARS CONT. W/
3" COVER TYP. CLEAN COMPACTED OVER TYP.
FILL @ 95% STANDARD 3" C V-4" FILL @ 95% STANDARD 3" COVER TYP. FILL @ 95% STANDARD DENSITY & TERMITE DRILL AND EPDXY (2) 12" LONG #5 BARS
DENSITY TREATED W/ 3" MIN COVER @ EA. END OF STAIRS
DENSITY DENSITY
(MF21 DEEP MONOLITHIC FOOTING W/ STAIR (MF22 DEEP MONO INTERIOR STEP DOWN 0
THICKENED EDGE I GARAGE DOOR /fAF1'E FOOTING I ENTRY MASONRY COLUMN (fAF2e DEEP MONOLITHIC FOOTING C)
C..*O
CONC. SLAB PER -
FOUNDATION PLAN
3/4"=V -11I 3/4"=V-10" 3/4"=1'-J 3/4"=1'41 3/4"=1 1-01, 4;k
>_ to
mm ..... WOMEN& 00
C4
TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE 1 --
co
PENETRATION z Cj) 0
CENTERED AT PIPE
0 LU _j
CO ro Us
8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE
= � 1= 1,14
FINISH PER ELEV. CENTERED AT PIPE I W 00 0
0 00 0
8" C.M.U. FINISH PER L0
PENETRATION 2
FINISH FLOOR ELEV. 4—
Z. 71, IM
FINISH FLOOR Co _j Z
0 LU
ENETRATING _j
0
PIPE
PENETRATING PIPE Uj
GRADE SEE FDN. 0
4 0
N FOR
PLA
PVC SLEEVE JOB No. TM - 2170333
(FRONT VIEW)
SCALE: AS INDICATED
PIPE VERTICAL THRU FDN DATE: 03/24/2017
4
3/4"=11-0" F[I't FJAKALLtL I U I -NU I m %..,P
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC. Any use, duplication, or transfer ofthese documents withoutthe expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. is strictly prohibited.
LOOP TIE II
F. f
PIPE PERPENDICULAR TO FND
TOP (2) #5 x 4' -0"
STRUCTURAL ENG: BAD
PVC SLEEVE MIN.
FOOTING PER PLAN z .
CENTERED AT PIPE PVC OR SCH40 SLEEVE
bRAFTING:
DIAMETER TO BE 2
PENETRATION
PIPE SIZES LARGER
CLEAN COMPACTED FOOTING PER PLAN
-SEE FDN PLAN W1 I
-STRUCT: TNA
THAN THE
FILL @ 95% STANDARD
(SIDE VIEW) DENSITY
=1, FOR SI ZE
QC CHECK: MRB
PENETRATING PIPE
0 1
- ---- -
PVC SLEEVE JOB No. TM - 2170333
(FRONT VIEW)
SCALE: AS INDICATED
PIPE VERTICAL THRU FDN DATE: 03/24/2017
4
3/4"=11-0" F[I't FJAKALLtL I U I -NU I m %..,P
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC. Any use, duplication, or transfer ofthese documents withoutthe expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. is strictly prohibited.
PROVIDE STANDARD
I -not HOOK
j
(1) #5 IN TIE BEAM
(1) #5 BAR IN PRECAST
LINTEL
J h'
j
(2) #5's VERTICAL IN
GROUT FILLED CELL
Ij: '117.
r
44 . (1) #5 VERTICAL IN
4 OF OPENING
2x6x12 P.T. CENTER
BUCK SEE PLAN FOI
3/8" DIA. ANCHOR FRAMING INF(
CENTERED
BLOCKING PE
WALL SCHEDI
GARAGE WALL
BEYOND
2x6 P.T. BUCK EACH
SIDE OF OPENING
(5) 3/8" DIA. J -BOLT W/
5-1/2" EMBED. AT EA. THREADED Ri
DOOR BRACKET, EA. PLANS. MIN. 6
(2) 2x TOP PLATE W/
(3) 12d END NAILS TO LAST STUD
TYPICAL TIE BEAM w/ 3000 psi
CONC. w/(1) #5 REBAR CONT.
STID HOOK
2x PT STUD OR ALTERNATE 1x PT
FURRING TO CMU W/ 2x FRAMING PER
PLAN
TYPICAL FILLED CELL
w/ 3000 psi CONC. w/(1)
#5 REBAR VERT.
VERIFY w/ PLAN FOR
REQ'D LOCATIONS
NOTE: THIS DETAIL APPLIES TO THE
FOLLOWING CONDITIONS:
(1) EXTERIOR FRAME WALL TO CMU
(2) INTERIOR FRAME SHEAR WALL TO CMU
(3) INTERIOR LOAD BEARING FRAME WALL TO
CMU WALL
CMU WALL PER PLAN I
(4) EQ. SPACED 1" TITEN HID ANCHORS w/
2
WAT11i
I BUILIDER, ",_ ", I
1 11-111 1 r -L r -CM
PLAN
ATTACHMENT REQUIREMENTS UJI
SIZE TAPCONS. SPACING # ROWS
2x4 3/16" x 3 1/2" 12" O.C. 1
2x6 3/16" x 3 1/2" 121, O.C. 9
IF _2X8 J-3/16" x 3 1/2". 12" O.C� 1 9
FASTEN PT 2x BUCK
TO MASONRY NOTES:
1 . 1x OR 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF
WINDOW, FASTEN BUCK TO MASONRY W/ (2) ROW OF 1/4" TAPCONS 6"
FROM ENDS AND 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF
BUCK. TAPCONS SHALL HAVE AT LEAST 1 " PENETRATION INTO CMU. z
2. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x 0
BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" F-
O.C. @ EACH SUCCESSIVE BUCK
3. MIXING OF Ix AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME
OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS
(FASTENING) ARE MET 0
P.T. BUCK PER DOOR 4. BUILDER SHALL FOLLOW DOOR/\/VINDOW MANUFACTURIER'S WRITTEN W
RA A Kil"E'A I -r"01=010 W
PRECAST LINTEL PER
PLAN
MASONRY WALL -
SEE PLAN
2x8 W/ (2) 16d TOE
NAILS EA. END
2x SPF CONT. —
BLOCKING ATTACH TO
7/16" OSB W/ (2) 8d
NAILS
7/16" OSB EA, SIDE, W/
6d NAILS @ 16" O.C. TO
SIDE & TOP NAILER
2x BUCK PER MD04
THIS SHEET
1/2"=V-13" 3/4"= 1 1-01, 1/2"=11-011 4r -L
SHEATHING PER PLAN STRUCTURAL 0%IIIIIiiji,
41 Uj 0)
NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) SHEATHING PER PLAN CO
SEE TYPICAL HEADER SHEATHING CL 'I-
P.T. @ TOP TO ALLOW TYP TRUSS TO FRAME 0000000.. ne ��'
4� *1 /4 -
, ;D , Ld 00
FRAMING DETAILS FOR CONNECTION PER
TYP. TRUSS TO FRAME
CONT. 2x4 BLOCKING TYP TRUSS TO FRAME 6
Z
AROUND CURVE. MIN. 7/16" O.S.B. EA. SIDE ADDITONAL CO�NECTION PER STD. CONNECTOR CONNECTION PER wl:
co
INFORMATION NOTES STD. CONNECTOR a
2 TAPCON ANCHORS STD. CONNECTOR 1z
T, <
PER 2x8 (HEADER CAN BE FRAME OUT TO BL
DOWNSET) EDGE AS REQ'D FRAME T LU <
FRAME OUT TO BLOCK EDGE .7 0 47 z 9
0
2x BLK'G. TO O.S.B. W/ EDGE AS REQ'D
2x W/ (2) 16d TOE NAILS m _j
ARCH PER ELEV (2) - 8d EACH END HEADER PER EACH END (2) 2x TOP PLATE U_
LOCATION 1/2" x 8" ANCHOR BOLT (2) 2x #2 SYP SEE PLAN L
T E (2) 2x #2 SYP SEE PLAN OR TITEN HID @ 32" FOR BEAM SIZE (ONLY
END VIEW w/ CMU NAILS (TYP.) FOR BEAM SIZE END IF OPENING PROVIDED
-Z PER PLAN) io
T
C
S
N
Fr
Y
0
T
0
RP
D
T
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N
E
EDGE
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WALL w/ STUDS @ 16"
WALL WITH STUDS @ WALL WITH STUDS @ 2x PT BOTTOM
161, O.C. W/ 16" O.C. W/
(2) 2x #2 SYP SEE PLAN O.C. w/ STRUCTURAL
?777 2
x4 SPF CONT. STRUCTURAL STRUCTURAL PLATE J CD
BLOCKING ATTACH TO FOR BEAM SIZE SHEATHING FROM
SHEATHING ON BOTH
SHEATHING ON BOTH TOP OF WALL TO 0
7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d SIDES FROM TOP OF SIDES FROM TOP OF PRECAST LINTEL OR
NAILS BOTTOM OF WALL. z
WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE C: ZiOl U:''
ATTACHED PER
7/16" OSI3 EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER
2x BLK'G. TO O.S.B. W/ NAILING SCHEDULE
ARCH PER ELEV W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE L NAILING SCHEDULE �A
.,4
(2) - 8d EACH END OTHERWISE SP2 CLIPS
AT TOP AND SP1 CLIPS
TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS BUILDER FRAME MASONRY WALL
AT TOP AND SP1 CLIPS AT BASE ARE REQ'D
2x BUCKS,
RADIUS AS REQ'D
-A AT BASE ARE
V
END VIEW w/ WOOD REQUIRED
V �,0
/A 1;�^ r M\/ AA/A I I
ARCH WINDOW FRAMING DETAILS fVV �- U� KINIt VVALL A I UUVVN,-:) I /-XIVI IN IN VV/ -\LL /All U 0 1 /-\IVI MIN VVI -\LL %..JVL:r% 1VU-NONJIN 1 1 . .1 L.. . L.". 4; CU
11 1
['Kt-tNU1Nttt
TRUSSES PER
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TYP. TRUSS T(
CONNECTION I
CONNECTION I
EXT. SHEATH11'
ATTACHED PE
NAILING SCHE
FROM TOP OF
KNEEWALL TO
OR SP2 CLIPS
AND SP1 CLIP!
BASE ARE REC
2x BLOCKING
MIN 2x4 STUD,'
O/C
2x P.T. PLATE
1/2" x 8" A.B. 01
HID @ 32" O.C.
FROM EA. ENC
ON BASE PLAI
TOP KNOCK 0
COURSE W/ (11
r.r)MT
3/4"=1 1-01, 3/4"=111-01' 3/4"=V-0" 3/4 =1 -0
NAIL SCAB TO TOP IF A/C IS SUSPENDED i
CHORD WITH (4) 10d FROM TOP CHORD (2) ROOF SHEATHING
NAILS 2x4 #2 SYP BLOCKING ATTACH PER NAILING U)
ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCHEDULE z
IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS 12 0
CLOSURE WALL w/ IF NO WEB IS PRESENT SUPPLIED BY A/C SEE V < �5
SINGLE TOP AND BASE COMPANY PLAN A A STANDARD TRUSS Uj
(3) 10d NAILS TYPICAL TOP CHORD VARIES
PLATE w/ (2) 16d NAILS 99 a
AT EACH TRUSS 'V\/ V.
TO TRUSS. STUDS @ A W (D
24" O.C. & EXT. TRUSS WEBS NOT z
SHEATHING INSTALLED 2x4'X'BRACE ACROSS SHOWN FOR CLARITY 0
PER NAILING PATTERN PRE-ENG.TRUSS PER
LENGTH OF I _j
PLAN, 24" O.C. MAX :D
SHEARWALL - — — — — — — — — — -- 2x4 #2 SYP CROSS U)
NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN BRACING (AT 45') W/ ROOFING MATERIAL < z
TOP AND BOTTOM MIN (3) 12d NAILS TO RAT PER ARCHS 0
CHORD WITH (3) 1 Od (2) BAYS PAST A/C A/C UNIT AND PAN RUNS. TYP EACH SIDE SEE FRAMING PLAN 0 'r
CRICKET AS REQUIRED NAILS U-1 <
LOCATION. MIN (3) BAY 01 MIN. 24" BY SUPPLIER MIN. 24" FOR CONNECTION
2x4 BLOCKING LAP W/ (2) 16d NAILS MAX 48" MAX 48" CONDENSATE INFO LLJ z z
MAIN SPAN ROOF BETWEEN TRUSSES TO EACH TRUSS. TYP DISPOSAL BY A/C SEE ELEVATION _j 0
TOENAILED TO SUPPLIER 17- W
TRUSS DOUBLE TOP PLATE w/ EACH SIDE TOP OF MASONRY 0
10d NAILS @ 4" O.C. CONNECTION TO BE
SUPPLIED BY A/C
SEE ARCH PLANS FOR W
STANDARD TRUSS Ef� COMPANY OVERHANGINFO W
UPLIFT CONNECTOR TRUSS PER PLAN BOTTOM CHORD
(SEE SCHEDULE) DOUBLE TOP PLATE (2) 2x4 #2 SYP
FRAMED WALL PER BLOCKING UNDER A/C SUPPORTS BLOCKING W/ SIMPSON RE. ELEV.
MASONRY WALL PER PLAN A34 OR LUS24-2 EACH FOR O.H. TYP. SINGLE TIE -BEAM
PLAN END
VV/ 1, 1) *0 UUIN 1.
GROUT SOLID
KNEEWALL ABOVE MASONRY WALL tbVVU-1) K . Z5H AKWALL UUNN U IIUN I U I KUZ`),Z1 hk/u IINI I r\U00 0 e
3/4"=l' -O" 3/4"=11-0" U)
W
2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. W 501
SPECS W/ 2" MIN <1
UNIVINtY WAt' 1114 L) k./ " r, U_ I'A
00
CLEAR BETWEEN FLUE FLOOR PLAN
LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F TOP OF CHIMNEY MIN. & FRAME C4
<8> ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT GALVANIZED FLASHING
-0" OF THE
WITHIN 10' z
CONT. ROOF SHEATHING NAIL PER PLAN Cl) 0
NEAREST ROOF EXT. SHEATHING PRECAST CONC. OR 0 W J
POWERS STEEL SILL
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D (1) SPH4 EVERY ATTACHED PER La
TO TOP CHORDS OF TRUSSES BELOW WHEN TYP. @ ALL WINDOWS 4:
OTHER STUD TO NAILING SCHEID.
BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE 00
0
BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKET 00 0
2x4 VERTICAL@ 24" EXT FINISH PER PLAN
PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. W/ (4) 1 Od FLASHING im
NAILS TO BOTTOM 4 =717=* Z
CHORD & (3) 10d NAILS + -0 0 LU
H A
2x PLATES OVER ROOF DECK PER VALLEY A K TO TOP CHORD; NOTE MAIN FLOOR UJI Li 0
FRAMING DETAIL IF WALL HEIGHT IS 0
(4) 16d COMMONS ELEV 0'-0"
DOUBLE TOP PLATE B BETWEEN 4FT & 8FT, + NAILED @ EACH END
+ CONC. SLAB -
USE 2x6 SYP #2 STUDS VERT REINF. BEYOND
2x4 BLOCKING W/ (2) PLAN FOR MORE INFO
SEE FOUNDATION
SIMPSON H3, H4, OR H5 EA. END OF TRUSS 11DR C GALVANIZED FLASHING 16d COMMONS END
RAFTER
+ NAILED TO VERTICAL W STRUCTURAL ENG: BAD
2x4 BLOCKING W/ (2) MASONRY WALL PER
2x4's ra DRAFTING:
COMMON TRUSS PER PLAN OR CONV. FRAMING W/ 16d COMMONS END PLAN
E
NAILED TO VERTICAL,
STRUCTURAL SHEATHING PER PLAN AND ROOF -STRUCT: TNA
SEE FOUNDATION
FINISH PER ARCHSFIN 2x4's DETAILS FOR FTG INFO QC CHECK: MRB
G
CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 TRUSS PER PLAN JOB No. TM -2170333
(K> RAFTERS W1 (2) LAYERS 3/4" CDX SHEATHING HEADER
NAILED @ 6" O.C. STAGGERED SCALE: AS INDICATED
M CIL/A-11-InKil CnD CDnKIT XA11K1nn%A1 nDr-:K11K11-_ it: r?rryn 4< h A �fl /A I C�n 7V lir'%All nKi QTnPV rhA" XA/All I _(Z r_TI(-)KI DATE: 03/24/2017
DORMER FRAMING DETAIL NU I r-: ot-t- Arx F1 %..Jr1I1VII141F_1 r_r_%/AIV1I110jLj I1_XIL_
NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=11-011 3/4"=V-0"
TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. I SD2
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC. is strictly prohibited.
SIDE OF DOOR.
MIN. 1 4 EMBEDMENT FOR HOLLOW
END OF BRG. WALL/
SPECIFICATIONS.
REQ'D PER PLAN)
PROVIDE 1-1/2" x 3/16"
BLOCK OR 3 1/2" EMBEDMENT FOR SOLID
MASONRY WALL
SPECIFICATIONS.
j:'4
THICK WASHER W/ EA.
BLOCK. MAX. 6" FROM TOP AND BOTTOM
NOTE: SEE MD08 ON
ANCHOR. (1st BOLT TO
OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6"
LINTEL PLAN FOR
BE 8" MAX. ABV. CURB,
BASE PLATE FROM TOP AND BOTTOM AND 12" O.C.
ADDIT'L REBAR INFO
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IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS 12 0
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(3) 10d NAILS TYPICAL TOP CHORD VARIES
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MAIN SPAN ROOF BETWEEN TRUSSES TO EACH TRUSS. TYP DISPOSAL BY A/C SEE ELEVATION _j 0
TOENAILED TO SUPPLIER 17- W
TRUSS DOUBLE TOP PLATE w/ EACH SIDE TOP OF MASONRY 0
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SEE ARCH PLANS FOR W
STANDARD TRUSS Ef� COMPANY OVERHANGINFO W
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(SEE SCHEDULE) DOUBLE TOP PLATE (2) 2x4 #2 SYP
FRAMED WALL PER BLOCKING UNDER A/C SUPPORTS BLOCKING W/ SIMPSON RE. ELEV.
MASONRY WALL PER PLAN A34 OR LUS24-2 EACH FOR O.H. TYP. SINGLE TIE -BEAM
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UNIVINtY WAt' 1114 L) k./ " r, U_ I'A
00
CLEAR BETWEEN FLUE FLOOR PLAN
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<8> ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT GALVANIZED FLASHING
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WITHIN 10' z
CONT. ROOF SHEATHING NAIL PER PLAN Cl) 0
NEAREST ROOF EXT. SHEATHING PRECAST CONC. OR 0 W J
POWERS STEEL SILL
PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D (1) SPH4 EVERY ATTACHED PER La
TO TOP CHORDS OF TRUSSES BELOW WHEN TYP. @ ALL WINDOWS 4:
OTHER STUD TO NAILING SCHEID.
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0
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FRAMING DETAIL IF WALL HEIGHT IS 0
(4) 16d COMMONS ELEV 0'-0"
DOUBLE TOP PLATE B BETWEEN 4FT & 8FT, + NAILED @ EACH END
+ CONC. SLAB -
USE 2x6 SYP #2 STUDS VERT REINF. BEYOND
2x4 BLOCKING W/ (2) PLAN FOR MORE INFO
SEE FOUNDATION
SIMPSON H3, H4, OR H5 EA. END OF TRUSS 11DR C GALVANIZED FLASHING 16d COMMONS END
RAFTER
+ NAILED TO VERTICAL W STRUCTURAL ENG: BAD
2x4 BLOCKING W/ (2) MASONRY WALL PER
2x4's ra DRAFTING:
COMMON TRUSS PER PLAN OR CONV. FRAMING W/ 16d COMMONS END PLAN
E
NAILED TO VERTICAL,
STRUCTURAL SHEATHING PER PLAN AND ROOF -STRUCT: TNA
SEE FOUNDATION
FINISH PER ARCHSFIN 2x4's DETAILS FOR FTG INFO QC CHECK: MRB
G
CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 TRUSS PER PLAN JOB No. TM -2170333
(K> RAFTERS W1 (2) LAYERS 3/4" CDX SHEATHING HEADER
NAILED @ 6" O.C. STAGGERED SCALE: AS INDICATED
M CIL/A-11-InKil CnD CDnKIT XA11K1nn%A1 nDr-:K11K11-_ it: r?rryn 4< h A �fl /A I C�n 7V lir'%All nKi QTnPV rhA" XA/All I _(Z r_TI(-)KI DATE: 03/24/2017
DORMER FRAMING DETAIL NU I r-: ot-t- Arx F1 %..Jr1I1VII141F_1 r_r_%/AIV1I110jLj I1_XIL_
NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=11-011 3/4"=V-0"
TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. I SD2
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC. is strictly prohibited.
RA OnKI
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DIAGONAL TO BEAM
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(5)16d NAILS BRACE
TO BLOCKING
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O,C. NOT REG'D 6' AF 1A I I PROVIDE 2x4 BRACE SHEATHING FASTEN
FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN
'X SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D
4 4: PER PLAN. 16d NAILS,
5' W
CONTRACTOR TO FIELD VERIFY WHICH SIMPSON H10A DIAG. I 0� $ . .
TO BLOCKING
CONDITION IS REQUIRED. CONTACT EOR
Cq
FOR ADDITIONAL INFO AS REQ'D
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PT 2x8 PLT., CANT. FOR
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CLG. NAILING SURFACE 100
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ANCHOR BOLT OR
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7 W
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SIDE OF EA. STUD.
2x8 #2 SYP PT BASE CENTERED BETWEEN
6" FROM EACH END
SEE PLAN FOR
l7-- z
<
2x4 ATTACHED TO EA.
32" O.C. MASONRY WALL
SUPPORT AND TIE
GABLE 2x4 BRACE WITH
DOWN OF JACK
EMBED. INTO SLAB
SHOWN, SEE PLAN
(2) 10d NAILS
STD CONDITION @ CMU VAULTED CONDITION @ CMU
TRUSSES
U.N.O. ON PLANS
ONLY REQ'D @ BRG
FOR WOOD OR
PROVIDE BLOCKING
CMU WALL PER PLAN FOR REQ'D FLASHING
00
WALL W/ UPLIFT
MASONRY
BETWEEN TRUSS BAYS
WAY UP HEIGHT OF
AQ11 n t' CnD C:1DQT 11
%L
CMU WALL OR LINTEL--------_____ BEAM, IF REQ'D w/ (3) �W- I ,
Q
SEE GABLE : "!
HGA10KT @ 32" O.C. BAYS WALL PER PLAN !P
BELOW 10d NAILS @ EA. TRUSS 2x4 BRACE IF REQ'D CONNECTION DETAIL WN;
BRACE SEE CHART. — J� (FRAME WALL SHO A
-\-TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ FOR REQ'D MAY ALSO BE
MASONRY)
#5 CONT. SINGLE BASE & TOP 10d COMMON NAILS (1) A23 FROM
PLATE wl PLYWOOD FALSE BM PER PLAN STRONGBACKTO
@ 6" O.C.
SHEATHING COVERING IF REQ'D 'NOTE: GABLES SPANNING LESS THAN 8'DO NOT REQUIRE BRACING'
DIAGONAL
6
CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERTICAL Mi, Z
2ND 2x4 BRACE IF
REQ'D, SEE CHART
2x6
'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING A -A GABLE VERTICAL BRACING
10d COMMON NAILS @
8" O.C.
cc
GABLE END @ FLAT CEILING CONNECTIONS (GE�O GABLE END BRACING (G'EO GABLE END @ FLAT CEILING w/ BOSTON HIP
VA11=11-n.,
ROOF SHEATHING PER
PLAN
2x4 OUTLOOKER @ 24"
O.C. MAX. w/ (2) 16d
END NAILS TO TRUSS
TRUSS PER PLAN
NOTE: PROVIDE ADDIT'L
BLOCKING AS REQ'D
PER HIB -91 &TRUSS
MANU.'S DRAWINGS;
CEILING GYP. BID. IS
NOT A DIAPHRAGM
3/4"=11-0" 3/4"= 1 1-01,
2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING 2x4 BLOCKING (2) 12d (2) 2x TOP PLATE
OUTLOOKER (MAX. FOR NAILING NAILS, TOENAILEn @ SEE GE01/SD3 FOR 8d NAILS @ 4" O.C.
ROOF SHEATHING (2)16d NAILS PLT. TO EACH END.AT 24" O.C. ROOF SHEATHING $ U) z
SPAN 2'-0") w/ (2) 16d Ie 2'-0" MAX. STUD TOP & BOTTOM PER PLAN OUTLOOKER OR CONV. FRAME OR j 0 C$
END NAILS EA. ENID (TYP.) (END NAIL PLTS. HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER
TO STUD) TRUSS PER PLAN SEE HEADER CANTILEVER PLAN
....... DTC CLIP, (2) 8d NAILS SCHEDULE & NOTES < Lu
2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d 0 1 r1%
END NAILS @ EA. 2x4 #2 SYP P.T. X NAILS INTO TOP PLATE FOR ADDT'L INFO. 9 1
OUTILOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS SIMPSON LSTA12 OR W e6
SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER SP4 CONNECTORS @ z
GABLE TRUSS
@ EACH END 24"o.c. IF HEADER WITH
HOLD WALL 3-1/2" 1 . .
DOWN FOR DOUBLE TOP PLATE UPLIFT SPAN 4'-6" OR
2x4 LEDGER W/ (2) 10d Y Lj EXT. SHEATHING; D
1'-9" MAX. OUTLOOKER TRUSS PER PLAN MORE. ATTACH PER NAILING -j (0 0
NAILS @ EACH WEB 13 < z
HEADER PER PLAN IF I Z, J EXTERIOR SHEATHING. 2x DOWNFRAME 10 SCHEID. 0
REQ'D. MIN (1) JACK& TRUSS PER PLAN ATTACH PER PLAN ILS TO EA.
(1) KING STUD w/ SIMPS. DOOR AS REQ'D (2) 16d NA C4
FROM TOP OF WALL COMMON TRUSS
LSTA18 HEADER TO Uj Uj
VARIES 13 STUDS TYP. BASE I W I %J Oki I I %-MV1 Uj z z ISS14
F U51 -i
RAKEDDOUBLETOP CONNECTION N 14 2x8 #2 SPF STUDS AT 0
PLATE SHEATHING PER PLAN
16" O.C,
SIMPSON META16 @
TRUSS
CEILING NAILER AS -BOLT @ 32"
1/2" x 8" J
DTC CLIP, (2) 8d NAILS
MASONRY WALL OR 2x8 #2 SYP PT. BASE
1/2" THREADED ROD
32" O.C. GABLE MAIN SPAN ROOF C4
TO MASONRY. AT 0a
REQ'D O.C. AND 6" FROM EA.
END wl NUT & WASHER
INTO BLOCKING, (2) LINTEL SEE PLAN PLATE W/ 1/2" x 8"
MASONRY WALL OR 3/16" x 2 3/4" TAPCONS
EA. SIDE OF HEADER
WOOD WALL TRUSS
Uj
Uj
2x8 #2 SPF STUDS @
MSTAM-24 TYP. EA.
ANCHOR BOLT OR
LINTEL SEE PLAN IN CMU. OR SIMPSON
5A
(CENTERED w/in TOP
LOCATIONS USE UPLIFT CONNECTOR
16" O.C. TYP.
META16 TITEN HID @ 32 O.C. &
2x8 RIDGE BOARD
SIMPSON DTC, (2) 8d
PLATE & 6" FROM JAMB
LSTA18 OR MTS12 @ (SEE SCHEDULE)
SIDE OF EA. STUD.
2x8 #2 SYP PT BASE CENTERED BETWEEN
6" FROM EACH END
HEADER SCHEDULE
STUDS) wl MIN 7"
32" O.C. MASONRY WALL
2x6 COLLAR TIE HALF
EMBED. INTO SLAB
SHOWN, SEE PLAN
PLATE FRAME AND CMU SEE
WALL SPLICE DETAIL
STD CONDITION @ CMU VAULTED CONDITION @ CMU
U.N.O. ON PLANS
ONLY REQ'D @ BRG
FOR WOOD OR
CMU WALL PER PLAN FOR REQ'D FLASHING
00
WALL W/ UPLIFT
MASONRY
WAY UP HEIGHT OF
(4) 8d NAILS TO TOP
/GEO�\ GA LE END AT VALLEY FRAMING
GABLE END @ VAULTED CEILING U
3/4"=V-0"
3/411= 1 1-01,
HEADERSTUDSPER
5A
2x8 RIDGE BOARD
SIMPSON DTC, (2) 8d
HEADER SCHEDULE
2x6 COLLAR TIE HALF
NAILS INTO BLOCKING,
U.N.O. ON PLANS
00
WAY UP HEIGHT OF
(4) 8d NAILS TO TOP
VALLEY. FASTEN w/ (5)
PLATE
Z
0
10d COMMON NAILS @
0
Cl)
-J
EACH END (TYP.)
ATTACH JAMB STUDS
Uj
2x6 RAFTER TO 2x8
TRUSS PER PLAN
TRUSS PER PLAN
PER WF08/SD4
LLF
LU
RIDGE BOARD W/ A35
�e
0-
0--
ON (1) SIDE OF
RAFTER & A35 ON ADJ
TRUSS PER PLAN
7A
DTC CLIP, (2) 8d NAILS
0
00
co
W)
0
0
RAFTER TO OPP SIDE
INTO BLOCKING, (2)
(AS SHOWN)
N
3/16" x 2 3/4" TAPCON
W's @ 24" O.C. MAX.
IN CMU. OR SIMPSON
0
Uj
Z
r
2x4 SYP #2 BLOCKING,
M ETA 16 AT 24" 0. C.
P.T BASE PLATE
in
LL
0
FASTEN SYP OR SPF
@ 24" O.C. W/ (2) 12d
Uj
<
0
2x6 (MIN.) PLATE THRU
END NAILS @ EACH
&-
5
SHEATHING PER PLAN
END.
W/ 1/4"x4-1/2" SIMPSON LAY 2x4 BLOCKING
SIDS SCREWS TO TOP WALL SHEATHING PER OVER THE TOP OF THE
CHORD OF EACH PLAN LINTEL PER PLAN BOTTOM CHORD.
TRUSS BELOW 2x WALL, SEE PLAN ATTACH W/ (2) 1 Od
FASTEN CONV. 2x NAILS @ EACH TRUSS
VALLEY RAFTER AT 24" O.C.
CDARAIKlr-' nD DPF=j:K1('-
VALLEY TRUSSES) TO STD CONDITION (@- FRAME WALL BLAKINU UUNUI I 1UN (CV
UIVIU VV/ -\LL QC CHECK: MRB
2x PLATE WITH
SIMPSON MTS12 OR JOB No. TM- 2170333
LSTA12 & (5) 8d NAILS SCALE:' AS INDICATED
@ EA. RAFTER TO PLT.
fiFO)� TYPICAL HEADER DETAIL DATE: 03/24/2017
fiRk NON-BEARING WALL CLIP DETAIL
3/4"= 1 1-01, 1/2 =1 -0 c: ni
I
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. is strictly prohibited.
NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED NOTES:
PLATE LENGTHS MUST WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN
PENETRATION OF WALL OR PRE- 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION W
BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP ASSEMBLED WALL 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) OUTSIDE (2) 2x4's F_
LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT PANEL W/ (2) 1 Od NAILS 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN 1/4"
INSTALL SIMPSON TOP PLATE. ATTACH @ 8" O.C. (FOLLOW
PSPN516Z W/ (12) 16d W/ (2) 1 Od NAILS 3" O.C. NAILING
(SOLID BLOCK W/ 2x6)
NAILSTYP. TOP & BOT. REQUIREMENTS THIS 1 Od x 3" COMMON 1 Od x 3"
ATTACH 2x4 STUDS TO DETAIL FOR ALL TOP
(2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d PLATE SPLICE X
WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT LOCATIONS)
THEN (2) ROWS 10d ALL LOCATION
NAILS @ 8" O.C.
OTHERWISE 2x4 WALL BEYOND
W z
AGAINST 2x8 STUDS
U.1 ATTACHED PER 0
10dx3" COMMON W
(WF08/SD3) OVERLAP TOP PLATE a-
k- P9 a -
AT CORNER 1 Od x 3" COMMON OPP. X
TOP SPLICE @ SIDE W 10d x 3" OPP. SIDE C)
DOUBLE 2X4 TOP NAIL BOTTOM PLATE U) U)
PLATE ATTACH 2x8 STUDS TO TO EACH PLY OF BUILT Z LLJ
TOP PLATE W/ (4) 12d UP COLUMN BELOW W/ X
ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL (2) 10d NAILS
TOP PLATE W/ (3) 12d LOCATION
TOE -NAILS TYPICAL AT 10dx3" COMMON ---
ALL LOCATION TOP SPLICE TOP PLATE CORNER TRANSITION OPP. SIDE
BOTTOM SPLICE OVER DOUBLE 2x8 TO
STUD PLATE (2) 2x4's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C
(2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's
W
TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) (3+) 2x COLUMN
fiFOk TYPICAL BUILT-UP STUD COLUMN DETAIL 1 11 "4111111INNA. I I
TYPICAL TOP PLATE SPLICE @ BRG. WALL NS, "/
fJFO 1 -1/2"=l' -O"
3/4"=1
0) % W
2x DBIL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3/8" SHEATHING PER PLAN CO Sri:
0 P10 j —
NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 0. � 00
BEYOND INSTALLED VERTICALLY. 0 ROOF SHEATHING, 4 Uj :W me <
(1) b, y 6
(D AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING oo'
7 LL z FASTEN PER PLAN 183
%_ _C) S:� z
(1) ROW OF 8d COMMON NAILS @ 3" O.C. 'A'= NAIL SPACING ID 'Q;
7 (D 1 —
Z 01" S'C. Ot." '90. ROOF SHEATHING, <
T-1— T —/I[— NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON ROOF SHEATHING, ��y FASTEN PER PLAN a to U
CL U_ L t/A %
7 z Uj <
NAILS @ 3" O.C. 1/211 FASTEN PER PLAN �& / = z z / 11 z
W LU 1/2" t9. — 0
Jill 11 11—T Ti 1 11 11 11 n :r 0 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d op && z
-il— L a- U) Z -r -0 _0 CK
U_ 0 COMMON NAILS @ 3' C. 2x4 FRAMING @ 24"
WALL SHEATHING 0 Uj _j
NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL O.C. MAX.
A
SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. ON PLANS 1/2" 2x4 FRAMING @ 24" 2x4 #2 SYP CONT. W/ (2)
DETAIL. MAX 1/8" [W- 'W (D STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" 16d COMMON NAILS
OPENING SPACE BETWEEN LU �- DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS NAILS AT JOINT EA. STUD OR TRUSS
4 U) COMMON NAILS @ 3" O.C. @ 4" O.C. PROVIDE (4)10d x3"
PANELS M: >_ MEMBER, TYP. (MAX.
U) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING 7 NAILS AT JOINT
HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ I Od NAILS
0 STUD PER PLAN USE (2) 1/4" TAPCONS
PER -ENG TRUSSES @ 4" O.C. O.C.)
3 24 - IF MASONRY
TYP.
U_ 0 TOP & BOTTOM SHEATHING SPLICE,
AROUND 2x STUDS BEYOND, w/ MIN. 2" EMBED. @
LL TRUSS CONNECTION -----------
OPENING SEE PLAN FOR MORE (D < LL (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR PER -ENG TRUSSES 2x FASCIA 24" O.C.
il. ^ ,
INFO 0 VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN
W �� co GYPSUM WALLBOARD
T 71— _TI_ F W a: 5 BLOCKING (2) 8d TOE NAILS To (2) 8d TOE NAILS
>: 0 NOTE: CMU WALL PER PLAN TRUSS CONNECTION TRUSS PER PLAN
ill 1 11 11 11 11 T_ � W �_ LEDGER 11
CO W JOINT, MAX. 1/8" GAP PER PLAN TO LEDGER 0 z
0 15/32 OR 7/16 STRUCTURAL 1 PLYWOOD O.S.B. TO BE
9 2: f_ 0 2x4 PT LEDGER W/
2x4 LEDGER W1 (2) 16d 0
U) M USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS
0 1/4" x4" TAPCONS @ 12" _zz
I _J L IL =L ILL A U_ Cq 5 2x FRAME WALL PER NAILS @ 16" O.C.
U) REQ'D. EXCEPT AS NOTED ON PLANS. NAILING PER
— — — — — — — — — — 0 U_ 0
Z7- X SCHEDULE PLAN
FLOOR SYSTEM U SEE ELEV. FOR WOOD/MASONRY
--- — — — — — — - SHEATHING SPLICE NOTE: SAME THICKNESS AND SEE E EV R
2x4 BLOCKING PLACED 0 L SIZFO O.H. SIZE WALL OR TRUSS, SEE
STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS H E
CUT TO FIT 2x BOTTOM PLATE REQUIRED BETWEEN STUDS. FLATWISE (2) 16d PLAN (TRUSS SHOWN)
OPENING SIZE BEYOND SEE PLAN NAILS EACH END SHEATHING SPLICE DETAIL CONDITION CMU WALL CONDITION FRAME WALL
SHEATHING DIAGRAM EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT
TO BEAR ON MASONRY OR CONCRETE UNLESS FELT F
PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. I fiFl� TYPICAL SCAB OVERHANG /fDO2 LEDGER @ LOW ROOF
fiFl)� EXTERIOR SHEATHING SCHEDULE PLYWOOD SHOULD BE MAINTAINED NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE 1-1/2"=1 141
3/4"=1 1-01, REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1 -01,
OVERDIRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS
SEE ROOF SHEATHING, 2x4 #2 SPF
IPLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. U) z
DOUBLE TOP PLATE MORE INFO & MORE INFO & wl (2) 16d END NAILS
CONNECTION CONNECTION EACH END
XX
SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE ++ XX.n
@ EACH STUD 12d NAILS @ EACH END + Uj
2x12 BOX HDR w/ 2x8's
TOP & BOT., 2x8 TO 2X8 #2 SPF VERTICAL
PRE -ENGINE E!D SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF W (D
ER (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. n z
ROOFTRUSS-SEE CORNER CONDITIONS F—_ WALL TO PRECAST A NAILING SCHEDULE & w/ (2) 16d END NAILS 2x8 TO UNDER SIDE OF
FRAMING PLAN FOR CL LINTEL w/ (2)ROWS OF !4A++ +. ++' (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR
SPACING EXTERIOR SHEATHING STRAP AROUND W ROOF SHEATHING
TRUSS MEMBER MORE INFO &
W 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. U)
NAIL PER PLAN . . Ill
SEE PLAN FOR TALLER STUD) CUD 16" O.C. MAX. TRUSS w/ (4) 12d NAILS CONNECTION z
2x8 W/ (2) 1 Od NAILS @ 'X'X + 0
CONNECTION STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL 0� y
2x BRG WALL, SEE TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL 2x8 #2 SPF VERTICAL
PLAN FOR STUD SIZE & SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. LU W
SPACING. MIN (2) 2x MORE BRG. WALL INFO SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN LINTEL PER PLAN SHEATHING PER Z z
UNDER GIRDER TRUSS LINTEL PER PLAN @ 24" O.C. w/ EXT. 4 -.LI H NAILING SCHEDULE & W 0
U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. SHEATHING PER
w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & (4) 12d NAILS EACH
2x BLOCKING TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH TRUSS MEMBER (TOP
(2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY TRUSS MEMBER AND BOTTOM CHORDS UJI
SIMPSON LSTA24 EACH LL1
VERTICALLY VERTICALLY ALONG W/ WEBBING) CD
STUD ATTACH 2x TO 9- _117
2x6 U)
2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 1 Od NAILS @
PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 1 Od NAILS @ POCKET SGID EACH VERTICAL
SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGID 3" O.C. TO EA. 2x6 POCKET SGID EACH VERTICAL POCKET SGID EACH VERTICAL ATTACHMENT BY
SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY BUILDER
UNDER GIRDER TRUSS BUILDER BUILDER BUILDER
U.N.O. CONNECTION
SECTION @ DOUBLE BEARING STEP @ BEARING FRAME WALL HEADER POCKET SLIDER wl TRANSOM (rS�O2 HEADER @ POCKET SLIDER w/ TRANSOM #S03 HEADER @ POCKET SLIDER (I'DS�O4 HEADER @ POCKET SLIDER
(fS01 1/2"=V-0" 1/2"=I' -O" 1/2"=V-0" 1/2"=1 ._011
314"=V-0 3/4"=l' -O"
2x6 SYP #2 LEDGER. TO
CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN STUDS w/ (2) 1/4" X 41/2" >_ to
BEAM INTO LONG SPAN AS INDICATED ON BEAM tv 00
SIMPS. SIDS SCREWS @ 04
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN 16" O.C. MAX.;
STRAP IS NOT REQUIRED. CD
TO GABLE END STUDS wl z C) 0
(2) 1/4" X 31/2" SIMPS. SIDS 0 LLJ _j
EXT. BEAM PER PLAN PT POST PER PLAN SCREWS @ 16" O.C. U!
MAX.; �e
LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT '00 0
NAIL AS SHOWN (5) 1 Od SYP #2 LEDGER w/ (2) 0 00 0
NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT W)
EXT. BEAM PER PLAN 12" O.C. W
_j Z
HTS20 CLIP FROM SIMPSON H3 CLIP Uj W
POST TO BEAM SHEATHING PER PLAN 0 0
2x4 SYP #2 LEDGER. LLJ
PLAN VIEW @ TOP OF POST TO STUDS OR BEAM w/ (4) 1 Od NAILS FOR 0 2:
PT POST PER PLAN (2) 1/4" X 4%" SIMPS. CONV. FRAMED 0
ABU POST BASE PER SDS SCREWS @ 16" 7 MEMBERS ONLY
PLAN O.C. MAX.;
5/8" THREADED ROD W/ TO GABLE END STUDS
NUT SET IN ADHESIVE w/ (2) 1/4" X 3%," SIMPS. STRUCTURALENG: BAD
E00- SIDS SCREWS @ 16" FASCIA PER DRAFTING:
O.C. MAX.; COMMUNITY SPECS
SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR -STRUCT: TNA
4
PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED QC CHECK: MRB
U INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24"
JOB No. TM - 2170333
O.C. O.C. MAX.
SIDE VIEW @ BASE OF POST SIMPSON H3 CLIP DESIGNED FOR SCALE: AS INDICATED
SHINGLE ONLY
DATE: 03/24/2017
rCDO'� CORNER COLUMN FRAMING rSD01� TYPICAL SHED ROOF DETAIL
-01,
3/4"=1 011 1/2"=1 I I SD4
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC, is strictly prohibited.