424 Treasure Ln 16-514 (A) NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 16100000
055
BUILDING PERMI`�ANUMBER.: 16-10000055
DATE: February 15, 2016 ,
J7
STATEMENT i 1� �� SIGNATURE:
RECEIVED BY�2.� `'�V 1` rJ
(PLEASE PRINT NAME)
Y OWNER
RECEIVING YOURAILURE TO LIABILI'TYNFORFTHE YEE.�*D*
DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 1
2 -FINANCE 4 -LAND MANAGEMENT 1
**NOTE** 1
PERSONS ARE ADVISED THAT EIRIS IS A STATEMENT OF PEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL J
ISSUANCE OF A BUILD"ING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THEAPPLICANT, OR OWNER,
TO APPEAL THECALCULATION OF ANY OF THE .ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
OR CITY OF SANFORD
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NO'i'***
ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DA'Z'E ABOVE
* DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.
21 -19 -30 -STT
-0000--0210
UNIT ADDRESS: TREASURE LN. 424
TRAFFIC ZONE:022 JURISDICTION:
RNG:
SUF:
PARCEL:
SEC: TWP:
TRACT:
SUBDIVISION:
PLAT BOOK: PLAT BOOK PAGE:
BLOCK:
LUT:
OWNER NAME.
ADDRESS'.
APPLICANT NAME: TAYLOR MORRISON OF
SOUTHHALL LN.,
FL_ INC.
4200
FL "32751
ADDRESS: 151
LAND USE. SINGLE FAMILY DETACHED
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
424 TREASURE LN.
LOT 21 /
SFR
SPECIAL NOTES:
THORNBROOKE PH 1
--_--_-
---------------------------------------
---------------------------------
FEE BENEFIT RATE
--
UNIT
RATE
CALL
UNITS
UNIT TOTAL
TYPE
DUE
TYPE DIST SCHED
--------------------------------------------------------------
ROADS-ARTERIALS CO -WIDE ORD
705.00
1.000
dwl unit
705.00
Single Family Housing
N/A
ROADS -COLLECTORS
n
Single Family Housig
Q0
1.000
dwl unit
.00
FIRE; RESCUE N/A
.00
LIBRARY CO -WIDE ORD
54.00
1.000
dwl unit
54.00
Sing le Family Housin
CO -WIDE ORD5,000.00
SCHOOLS
5,000.00
1.000
dwl unit
x
Sincgle Family Housing
PARKS N/A
.00
LAW ENFORCE N/A
.00
DRAINAGE NIA
0o
AMOUNT DUE
5,'159.00
STATEMENT i 1� �� SIGNATURE:
RECEIVED BY�2.� `'�V 1` rJ
(PLEASE PRINT NAME)
Y OWNER
RECEIVING YOURAILURE TO LIABILI'TYNFORFTHE YEE.�*D*
DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 1
2 -FINANCE 4 -LAND MANAGEMENT 1
**NOTE** 1
PERSONS ARE ADVISED THAT EIRIS IS A STATEMENT OF PEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL J
ISSUANCE OF A BUILD"ING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THEAPPLICANT, OR OWNER,
TO APPEAL THECALCULATION OF ANY OF THE .ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
OR CITY OF SANFORD
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NO'i'***
ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DA'Z'E ABOVE
* DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.
Revisio
Response to Comments ❑
16-514
Permit #
:Project Address: 424
contact: Daphne
Ph: 407-257-6940
Treasure Lane
Ismail: daphneclarkinc@cfl.rr.com
Trades encompassed in revision:
Building
.Plumbing
❑ Electrical
❑ Mechanical
❑ Life Safety
❑ Waste Water
City of Sanford
Building & Fire Prevention Division
Ph- 407.688.5150 pax: 407.688.5152
Email: building@sanfordfl.gov
330115
Submittal Date
Fax:
(7A
General description of revision:
YideJl�Idi
Aid
ROUTING INFORMA`T'ION
Department Approvals
❑ Utilities
❑ Waste Water
❑ Planning
❑ Engineering
❑ Fire Prevention
❑ Building
p
THORNBROOK 50's
COMMUNITY SPECIFIC
STANDARD SPECIFICATIONS
MONO FOOTING, ALUMINUM OVER 2x6 SUB FASCIA,
SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.H,,150 AMP
SERVICE/PANEL PDX, 42" UPPER CABINETS, PAVER
DRIVE AND LEAD WALK, PAVER ENTRY AND ACRYLIC AT
LANAI.
RECORD COPY
REDRAW NOTES
01-05-16 CREATED LOT SPECIFIC PLAN FOR LOT 21 IN
THORNPROOK 50'5, ELEVATION "FC - FRENCH
COUNTRY", GARAGE LEFT W/ PLAN OPTIONS
INCLUDING: 12 FT. POCKET SLIDING GLASS
DOOR AT FAMILY ROOM, R-38 INSULATION, (1)
CEILING FAN PRE -WIRES AND (4) ADDITIONAL
RECESSED CAN LIGHTS.
PLAN REVISIONS
03-22-16 COMPLETED PLAN REVSIONS TO INCLUDE:
QREMOVED STANDARD MASTER BATH AND
ADDED LUXURY BATH.
QREMOVED METAL STAND AND POLLARD AT
ELECTRIC WATER NEATER.
QREMOVED FIRE RATED SOFFIT NOTATIONS ON
2 ROOF PLAN.
DRAWING INDEX
COV -GENERAL NOTES, INDEX, SPECIFICATIONS
1 -SLAB INTERFACE PLAN
2A1 -MAIN FLOOR PLAN NOTES
2A2 -MAIN FLOOR PLAN DIMENSIONS
3A1 -FRONT ELEVATION
3A2 -SIDE AND REAR ELEVATIONS, ROOF PLAN
3A3 -FLASHING DETAILS
3A4 -FLASHING DETAILS
4A -MAIN FLOOR ELECTRICAL PLAN
GENERAL CONSTRUCTION NOTES:
CHAPTER5 AND SECTION5 REFER TO FB.C.R. - 5TH EDITION (2014)
NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNESS
ARE TO BE CONSIDERED "NOMINAL DIMENSIONS"
OCCUPANCY AND CONSTRUCTION TYPE:
THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION.
CEILING CONSTRUCTION:
I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 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 5NALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE u Xu GYPSUM BOARD OR EQUIVALENT. WHERE
THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL60 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD
OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) 8102.3.5.
EXTERIOR FINISHES:
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F,B.C.R. - 5TH EDITION (2014) 8103,6,1 AND ASTM C 1063, ALL LATH AND LATH
ATTACHMENTS SHALL BE OF CORRO5ION -RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH
HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR A5 OTHERW15E APPROVED. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE
PER F,B.C,R. - 5TH EDITION (2014) R03b.2 AND A5TM C 926, PER F,B.C.R. 5TH EDITION (2014) 8103,6.2.1 WEEP SCREEDS SHALL BE A MINIMUM NO, 26 GALVANIZED SHEET GAUGE
CORRO510N-RE515TANT WEEP 5CREED OR PLASTIC WEEP SCREED 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 A5TM G 926. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE 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) 8103.6.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE
BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.B.C.. 5TH EDITION (2014) 8103.6 5s R°I\�iCWq"R 4;� A5TM C 926,
STUCCO CONTROL JOINTS: .�` ��, ®•1�•.ee.,eee•e� SII' P
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 NQZ?901 N 14 JF. Ate. tFEA�GO •�
T APPLICATIONS. ISTANC BETW EN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DREG v A NGiN�- IC�OF;2. 2 ci
MORE THAT 100 S.F. FOR HORIZONTALDISTANCE E _ ., � � -,
TO 1, A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JC71N - IN IERI(m;' tALL,- y
PARTITION HEIGHT DOOR FRAMES SHALL BE CON5IDERED A5 CONTROL JOINTS. o' u �" k \ r ( �?e ;J
e .f
EGRESS: s.,F y ee ,4 z
1, EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH E6RE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DYb09J'k; AXIMUM 4'
OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. ���✓dpi � t tilli0yy
FLASHING:
I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR .I ECTION, AND AROU
ROOF OPENINGS.'.:
2, APPROVED CORRO510N-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY�OR
PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED.,-,
CORR05ION-RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8.
WINDOW INSTALLATION:
1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE
PROVIDED BY THE MANUFACTURER FOR EACH WINDOW.
DWELLING / GARAGE OPENINGS:
THE OPENING BETWEEN THE GARAGE AND LIVING AREA 5NALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/6' IN THICKNESS, SOLID CORE (5,C)OR HONEYCOMB
CORE STEEL DOOR5 NOT LE55 THAN 13/0" THICK, OR 20 MINUTE FIRE RATED DOOR5 EQUIPPED WITH A SELF-CLOSING DEVICE.
FLOOD ZONE REQUIREMENTS:
PLAN MEET5 OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION.
ASPHALT SHINGLES (IF APPLICABLE):
1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND 8905.2.'0.1.
2. ASPHALT 5HIN60 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN
12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11,
A5TM D 4869, TYPE II OR TYPE Iv OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2,1, FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL
(4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, A5TM D, 4869, TYPE IV OR ON D 615115 REQUIRED IN ACCORDANCE WITH SECTION
R905,2.1,
CLAY AND CONCRETE TILE (IF APPLICABLE):
THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.G.. - 5TH EDITION (2014) 9905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR
RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE '/A$[) 15 DETERMINED IN ACCORDANCE WITH
SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS IIS, 119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C,R - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE
11; ASTM D 2626, TYPE 11; OR A5TM D 1910 OR A5TM D 6380, CLASS M MINERAL SURFACED ROIL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH
WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAw 15 DETERMINED IN ACCORDANCE WITH SECTION 8301,2.1.3 OR THE RECOMMENDATIONS
OF RAS 118,119 OR 120,
CHIMNEY HEIGHT REOUIREMENT5 (IF APPLICABLE) :
I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE NIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE
T -O" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER.
TUP AND SHOWER AREAS:
I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A51M CI288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH
MANUFACTURER RECOMMENDATIONS SHALL BE USED A5 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS.
TERMITE PROTECTION:
I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L
TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE. SLAB USING A
NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE.
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDEN5ATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 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 DOWNSPOUTS ARE
REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
MECHANICAL AND HVAC.
1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF
APPLICATION FOR PERMIT,
2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES,
OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES
(162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. '
3. DUCTS IN THE GARAGE AND DUCT5 PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 1% GAUGE (0.48
mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4, FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CCNFORM TO
THE MANUFACTURER'S INSTALLATION INSTRUCTIONS,
5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE To ANY BUILDING COMPONENT WILL
OCCUR AS A RESULT OF STOPPAGE IN THE CONDEN5ATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF
SECTIONS M1411.3.
EXHAUST FANS AND VENTING:
1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOCR5, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC,
SOFFIT, RIDGE VENT OR CRAWL SPACE.
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOM5 SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY
TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING.
3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE
MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0,19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND, THE
MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND
LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER
FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER 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 "THI5 DRYER
EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN."
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FB
ATTENTION GENERAL CONTRACTOR / BUILDER:
155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON51BILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO
APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMEN51ON5, OR ADHERENCE TO APPLICABLE BUILDING
CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY
REV151CN5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5UBJECT TO ADDITIONAL
FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE.
REV. 10-14-2015
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CAD FILE NAME LOT 21
ISSUED 12-08-15
REVISED 01-05-16
03-22-16
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SHEET •
FLOOR PLAN NOTES
GARAGE LEFT .
DAVIS BEWS
DESIGN GROW
150 STATE STREET FAST
OLDSMAR, FLORIDA 34677
813 .92.5.1300 -I'LL
813.925.1800 FAX
W W W.L)AVISBEWS.COM
TAMPA • CoENVER—
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FLOOR PLAN NOTES
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FLOOR PLAN DIMENSIONS
FLOOR PLAN DIMENSIONSSHEETKau Emma.
GARAGE
SCALE:
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ROOF
yO �Z i VENT REQUIREMENTS
VENTILATION CALCULATIONS
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I / I ATTIC AREA = 2738 SQ. FT. / 300 = 9.13 SQ. FT.
1\ i X 144 = 1.314 SQ. IN.
HALF AT UPPER 2/3 ROOF VENTS = 657.12 SQ, IN.
I �I # UPPER 2/3 ROOF VENTS REQUIRED = 5
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HALF AT LOW SOFFIT / EAVE VENTS = 657,12 SQ. IN,
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REFER TO COVER SHEET
GENERAL NOTES FOR
ROOFING, UNDERLATMENT
REQUIREMENTS FOR ROOF
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=k =k =k =k -k
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SAND FIN15H
KEYSTONE
( I A I A L)
3/4"
THICK
F PPL G B E
RAISED
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TEXTURED BANDING
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OF ALL RA15ED TEXTURED FINISH BANDING
AND 5AND FINISHED KEYSTONES (WHERE
APPLICABLE) IF THICKNE5515 TO BE
DIFFERENT IT WILL BE CALLED OUT AT
SPECIFIC KEYNOTE CALL -OUT
INSTALLATION OF EXTERIOR LATHING AND FRAMING
APPLICATION REQUIREMENTS TO BE PER F.B.C., - 5TH
EDITION (2014) 8103 0,l AND A5TM C 1063.
THICKNE55 OF TEXTURED FINISH OVER FRAME
APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014)
8103.6.2 AND A5TM C 926.
TYP, CROSS --SECTION OF RAISED
TEXTURED FINISH BANDING AND /
OR SAND FINISH KEYSTONE
SCALE: 3" = 1'-0"
Iw
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SCALE: I/0" = I'-0"
CLEAR OPENINCs HEIGHTS
IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE
WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE
FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART
OF THE CLEAR OPENING OF THE WINDOW SHALL BE A
MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE
ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE
SECTIONS OF WINDOWS SNALL NOT PERMIT OPENINGS THAT
ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE
SUCH OPENIN65 ARE LOCATED WITHIN 24 INCHES OF THE
FINISHED FLOOR PER F.B.C,R. - 5TH EDITION (2014) 8312.2
WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS,
WHERE PROVIDED, SHALL COMPLY WITH THE
REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION
(2014) 8312.2
,
T.O.M. -
FIN15H FLOOR LINE
SHINGLE
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- _ _ _ _ _ _ _ _ - _ _ _ _ FIN15H FLOOR LINE
GRADE LINE
(A55UMED) LEFT ELEVATION
SCALE: 1/0" - 1'-0"
12
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T.O.M. T.O.M. T.O.M.
❑ TEXTURED
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-GRADE LINE
REAR ELEVATION (ASSUMED)
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APPLICABLE) IF THICKNE5515 TO BE
DIFFERENT IT WILL BE CALLED OUT AT
SPECIFIC KEYNOTE CALL -OUT
INSTALLATION OF EXTERIOR LATHING AND FRAMING
APPLICATION REQUIREMENTS TO BE PER F.B.C., - 5TH
EDITION (2014) 8103 0,l AND A5TM C 1063.
THICKNE55 OF TEXTURED FINISH OVER FRAME
APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014)
8103.6.2 AND A5TM C 926.
TYP, CROSS --SECTION OF RAISED
TEXTURED FINISH BANDING AND /
OR SAND FINISH KEYSTONE
SCALE: 3" = 1'-0"
Iw
, & g
IMerowns L_
SCALE: I/0" = I'-0"
CLEAR OPENINCs HEIGHTS
IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE
WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE
FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART
OF THE CLEAR OPENING OF THE WINDOW SHALL BE A
MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE
ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE
SECTIONS OF WINDOWS SNALL NOT PERMIT OPENINGS THAT
ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE
SUCH OPENIN65 ARE LOCATED WITHIN 24 INCHES OF THE
FINISHED FLOOR PER F.B.C,R. - 5TH EDITION (2014) 8312.2
WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS,
WHERE PROVIDED, SHALL COMPLY WITH THE
REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION
(2014) 8312.2
,
T.O.M. -
FIN15H FLOOR LINE
SHINGLE
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AT 51DE5
- _ _ _ _ _ _ _ _ - _ _ _ _ FIN15H FLOOR LINE
GRADE LINE
(A55UMED) LEFT ELEVATION
SCALE: 1/0" - 1'-0"
12
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ELEVATION "A"_
• JOB NUMBER 26002.006 •
CAD FILE NAME LOT 21
ISSUED 12-08-15
REVISED 01-05-16
05-22-16
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'PAMPA • L7ENVER_
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REVISED 01-05-16
05-22-16
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• T1 TLE •
SIDES ELEVATIONS
ROOF PLAN
BUILDING, SECTION
DETAILS
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DAVIS BEWS
DESIGN GROVP
150 SPATE STREET EAST
OLDSMAR, FLORIDA 34677
813 _ 925 .1300 TEL
813.925.1840 FAX
WWW.DAVISBEWS.COM
'PAMPA • L7ENVER_
>:._) EST. 1994
• T1 TLE •
SIDES ELEVATIONS
ROOF PLAN
BUILDING, SECTION
DETAILS
HLECTfZ,)f CAL <Er
[C, DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
WEATHERPROOF DUPLEX CUTLET
F GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF-5WITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
=� DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
13 THREE-WAY SWITCH
14 FOUR-WAY SWITCH
D DIMMER SWITCH
+ CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
iQ RECESSED INCANDESCENT LIGHT FIXTURE
+p. G LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUST FAN
EXHAUST FAN/LIGHT COMBINATION
D ELECTRIC DOOR OPERATOR (OPTIONAL)
cH CHIMES (OPTIONAL)
El PU5Hi3UTTON 5WITCH (OPTIONAL)
crn CARBON MONOXIDE DETECTOR
so SMOKE DETECTOR
so c SMOKE / CARBON MONO, COMBO DETECTOR
I -Q TELEPHONE (OPTIONAL)
v TELEVISION (OPTIONAL)
Q THERMOSTAT
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ELECTRIC PANEL
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NOTES -
1, PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRRUPTERS (GF.IJ A5 INDICATED
ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATE5.
2. UNLE55 OTHERW16F INDICATED, IN5TALL SWITCHES AND RECEPTACLES AT THE
FOLLOWING HEIGHTS ABOVE FINISHED FLOOR:
SWITCHES.... 42"
OUTLETS ..... 14"
TELEPHONE...14" (UNLE55 APV COUNTERTOP)
TELEvI510N...14"
3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE IDETECTOR5.
4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM6, RECREATION ROOMS,
CL05ET5, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I.
DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13
5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY
ROOMS SHALL BE GF.C.I. PROTECTED
6. IT IS THE FESPON5151LITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH N.F.P.A.10, N.E.C. 2011, F.B.C.. - 5TH
EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCE5.
1. EVERY BUILDING HAVING A F0561L -FUEL -BURNING HEATER OR APPLIANCE,
FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON
MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR 5LFEPING
PURPOSES,
8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN
SUCH WIRING 15 5ERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE
BATTERY BACKUP. COMBINATION 5MOKE/CAR5ON MONOXIDE ALARM5 SHALL BE
LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
MAIN DISCONNECT---- (METER
COMBO - SQUARE D
REFER TO FLOOR
PLAN FOR NOTED MAIN DISC.
AMPS. REQUIRED
UNDERGROUND
SERVICE DY
POWER COMPANY
4/0 ALU. CABLE
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ELECTRICAL RISER DIAGRAM
NOTE:
ELECTRICAL MATFRIAL5 AND INSTALLATIONS SHALL
COMPLY V APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.
G.C. VERIFY ALL
SMOKE DETECTORS
TO BE HARD -WIRED
G•C, VERIFY LOCATION
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PRE -WIRE
G.C. VERIFY LOCATION
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REVISED
01-05-16
EST. 1994 c :_---_—
03-22-16
SHEET
ELECTRICAL PLAN 4
GARAGE LEFT
DAVIS BEWS
DESIGN GROVP
150 SPATE STREET EAST
01.DSMAR, FLORIDA 34677
813 .925. 1300 TEL
81.3.925.1800 FAX
W W W.DAVISBEWS.COM
TAMPA ♦ DENVER
EST. 1994 c :_---_—
SHEET
ELECTRICAL PLAN 4
GARAGE LEFT
GENERAL NOTES
FOUNDATIONS
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST" 95% OF
MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM
BEARING CAPACITY 2000 PSF
TERMITE TREATMENT
THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE
PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT
(BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER SERVICES.
CAST IN PLACE CONCRETE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT,
AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL
CONFORMING TO ASTM A-615 GRADE 40.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4
WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN
THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF.
AffiahhL 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301.
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING
left BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND
AT EACH END SHALL BE PROVIDED.
v - M, thL_
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS.
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE
CENTER TO UPPER 1/3 OF THE SLAB.
BOLTS AND THREADED RODS
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.)
2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS
FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF
HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE
OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153.
3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE
OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN
ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM.
MASONRY WALL CONSTRUCTION
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2,
CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000
PSI (fm = 1900 PSI)
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111
.
4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE
SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS
FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE
PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE.
6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK
WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE
FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR
POSITIONERS IN MIDDLE OF WALL
7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O.
8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND
COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE, EMBEDDED
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED,
10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2"
11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL
LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO
CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED.
12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1
14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/
EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE
CONSOLIDATION.
WOOD CONSTRUCTION
I. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC.
STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING),
SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED
REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED
LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND)
CONDITIONS. E.O.R. TO REVIEW IF INSTALLED.
3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED
WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL
BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM
NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD.
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY
(MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY
SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE
DESIGNED AND DETAILED BY OTHERS.
6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE
CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL
HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH
SIMPSON HSS2 STUD SHOES, TYP U.N.O.
7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE
CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST
CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED
GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES
NOT.
8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR
MASONRY IS TO BE PRESSURE TREATED.
9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
WOODEN TOP PLATES.
10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS
ENGINEERED LUMBER
ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN
VALUES AS FOLLOWS:
COLUMNS BEAMS STUD
E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.U. E = 1,500,000 Ib/int U.N.O.
Fb =2500 Fb = 3000 Fb =2200
Ft = 1500 Ft = 1700 Ft = 1500
Fc 11= 3000 Fc 11= 3000 Fc 11= 2100
Fc j = 900 Fc j = 900 Fc j = 450
Fv = 285 Fv = 285 Fv = 150
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN
CONDITION U.N.O.
CEILING CONSTRUCTION
1. USE 2" CEILING O -R -8 -A -G -RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS
OTHERWISE SPECIFIED.
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN
LIVING SPACE IS ABOVE THE GARAGE.
3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF
TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED
SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/
8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD.
UNDER STAIR PROTECTION
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR
SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH
(12.7MM) GYPSUM BOARD.
METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD
IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,
METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL
AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES
OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES.
1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A
MINIMUM G50 ZINC COATING
2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
(NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING.
3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE
PRESERVATIVE WOOD TREATER.
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES
OF PRESSURE TREATED WOOD.
PREFABRICATED WOOD TRUSSES
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT
CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS
ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR
LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED
TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE
CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR
THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO.
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN
TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE
DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS
SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
THE LATEST EDITION OF ANSI TPI 1.
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS
MANUFACTURER UNLESS NOTED ON PLANS
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY
TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
TRUSS DESIGN LOADS:
TOP CHORD: Lr = 16 PSF
DL = 7 PSF (SHINGLE TYPE ROOF COVER)
DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER)
DL = 14 PSF (TRUSS OVERBUILD)
BOTTOM CHORD: DL = 5 PSF
MINIMUM FLOOR DESIGN LIVE LOADS:
A) FLOORS = 40 PSF
B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT)
C)DECKS = 40 PSF
D) STAIRS = 40 PSF
E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O.
MINIMUM FLOOR DESIGN DEAD LOADS:
A)FLOORS = 15 PSF
B) BALCONIES = 15 PSF
GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS
-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS
-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA
RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING
-MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE
TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS
LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4"
FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2
BLOCKING w/ (3) 12d TOENAILS EACH END.
-TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA.
TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND
EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP
GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3
FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
-PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING
PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS
DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST
ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD.
-INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS
AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133.
("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS
WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133).
-AT RAISED HEEL TRUSSES, 2x4 SYP 42 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2)
12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND
INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2
BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN
BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)
DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3.
6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS,
BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL
SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS
HANGERS.
FIELD REPAIR NOTES
1. OMITTED REBAR
DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR
INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING
BEND).
2. STRAPS/CONNECTOR SUBSTITUTION
MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT
& LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S
INSTALLATION INSTRUCTIONS ARE FOLLOWED.
3. STAIR CONSTRUCTION
2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.)
4. METAL STUD SUBSTITUTION
WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS
5. OMITTED J -BOLT
-1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY
W/ SIMPSON SET EPDXY @ 5" MIN EMBED.
-1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"
J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
6. MORTAR JOINTS
-FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D)
-FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN.
"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2)
COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES,
THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG
-FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
VERT. REINF, IN EA. CELL, CONT. PER PLAN.
7. OVERHANGING CMU WALL
-FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT.
CELLS PER PLAN.
-FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES
IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN
-FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS.
STRUCTURAL STEEL
1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE
STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy =
35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI.
2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS
SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)
BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA.
TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL
CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE
PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED
CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE
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
ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.
5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD
INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED).
SUBMIT REPORTS TO ARCHITECT AND ENGINEER.
INDEX OF DRAWINGS MEMO
W
SHEET SHEET TITLE 10c
S1 STRUCTURAL NOTES - o
S2 FOUNDATION PLAN ¢ w
S3 DOWEL LAYOUT PLAN �
S4 ROOF FRAMING PLAN o o 12�
S4.1 NOTES & CONNECTOR LEGEND °- �°
S5 LINTEL PLAN CO Q p
cv W CO p
SD1 FOUNDATION DETAILS
SD2 GENERAL DETAILS Q
m
SD3 GENERAL DETAILS kn
SD4 GENERAL DETAILS 4 >
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AND MINOR OPTIONS
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STRUCTURAL ENG:
DESIGN PRESSURES
DRAFTING:
WIND DESIGN LOAD INFORMATION
-STRUCT:
WIND SPEED (ULTIMATE) 139 mph
QC CHECK:
WIND SPEED (ALLOWABLE) 108 mph
JOB No.
WIND EXPOSURE B
SCALE:
RISK CATEGORY II
DATE:
BUILDING TYPE V B
ENCLOSURE CLASSIFICATION ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/-0.18
WIND PRESSURE & SUCTION
EFFECTIVE
(PSF)
WIND
VALUE DENOTES RE
(+)VALUE
AREA (SQ FT)
DENOTES SUCTION
AREA
O
O
10
(+) 21.2
(+) 21.2
(-) 22.9
(-) 28.3
20
(+) 20.2
(+) 20.2
(-) 22.0
(-) 26.4
50
(+) 19.0
(+) 19.0
(-) 20.8
(-) 23.9
100
(+) 18.0
(+) 18.0
(-) 19.8
- 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
64
5
4
�5�
a
Loa
STANDARD DESIGN PRESSURE NOTES
1.
ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA
BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED
ON LINEAR INTERPOLATION FOR THIS SITE,
2.
MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME
IS 15FT, 2 STORY HOME IS 30FT
3.
MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET
ULTIMATE WIND PRESSURES.
4.
"a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR
BUILDING CORNERS.
5.
INDICATED PRESSURES CAN BE INTERPOLATED FOR
OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED
WITH THE LOWER EFFECTIVE AREAS.
6.
DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS
140 MPH OR GREATER IS CONSIDERED TO BE IN THE
WIND -BOURNE DEBRIS AREA. OPENING PROTECTION
REQUIRED. REFER TO SECTION R301.2.1.2 OF THE
RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS
OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO
TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS
INDEX OF DRAWINGS MEMO
W
SHEET SHEET TITLE 10c
S1 STRUCTURAL NOTES - o
S2 FOUNDATION PLAN ¢ w
S3 DOWEL LAYOUT PLAN �
S4 ROOF FRAMING PLAN o o 12�
S4.1 NOTES & CONNECTOR LEGEND °- �°
S5 LINTEL PLAN CO Q p
cv W CO p
SD1 FOUNDATION DETAILS
SD2 GENERAL DETAILS Q
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SD3 GENERAL DETAILS kn
SD4 GENERAL DETAILS 4 >
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MASTER UPDATES ' :y '`.`•°°`��
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NUMBER DATE DESCRIPTION INTIALS ' 1!1111111°+
1 5/7/2015 CREATED ELEV. FC, NC, ME, & NCII w/ GARAGE OPTIONS, OPT BED 4 EA
AND MINOR OPTIONS
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STRUCTURAL ENG:
BED
DRAFTING:
-STRUCT:
JRH
QC CHECK:
CC
JOB No.
TM - 2151548
SCALE:
AS INDICATED
DATE:
02/10/2016
Qi
0
0
t
I
FOUNDATION PLAN
1/4"=1 1-011
FOUNDATION NOTES:
w �-
1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I— m C o
LAPPED MIN. 6" AND SEALED. Q N N
2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE ❑ C7 (y)
MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON
COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER
MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT O
CODE EDITION. w
I— o
3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAMW
ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. 0
LAP SPLICES SHALL BE NO LESS THAN 25". OIL 0
4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR z D
RECESSING DOOR SILLS.0 � W
O
5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. a CA a -O
6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE
SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) [--
CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE C W
THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR ,�, C/) <O
USE ALTERNATE APPROVED METHOD.W Co
7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY W
COMMUNITY & COUNTY CODES.
8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL PQ U) O
SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE Q m
AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
A
9. NO WOOD STAKES PERMITTED IN FOUNDATION.
W r- N
10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED
DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO
DETERMINE STEP LOCATIONS IF REQUIRED
11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED-ST,QL BENDS pa
AND LAP SPLICE. SEE DTL M1709 AND MF10 ON SDI FOR STANRRD `,�j1 ��!/� UJ
FOOTING STEP DOWN AND CORNER INFORMATION. w :� e����� �`a• �`.'� Q
'12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE W_
u.
r
SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH?°ljj
PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION \� ), cm Ll s < U
13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER °. U` a w J
COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS Q
FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE ` ;� `(n �e< p.) Q 0
PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL °o°`•.•,�� O
CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO ,,r '' "s.m�• "� �+� J
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.�'-
SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,
COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS
DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR).
THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS
BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000
PSF. O
14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO vb
DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE p 7l1-
STEMWALL
lf._STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND o (q"0 �lCL� •�. _N
FOOTING SIZES PENDING DEPTH OF STEMWALL.
' o
FOOTING SCHEDULE 0 pq cF>
12"x12"x12" dp w/ #5's EQUALLY SPACED EA. U
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. p
BARS & 3" MIN. COVER TO EDGE OF CONC.
24"x24"x12" dp w/ #5's EQUALLY SPACED EA. U
O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. �tit�1
BARS & 3" MIN. COVER TO EDGE OF CONC.
0
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.
2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.
2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
32"x32"x12" dp w/ #5's EQUALLY SPACED EA.
2.6 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (5) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. z
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. �' CD
BARS & 3" MIN. COVER TO EDGE OF CONC.
42"x42"x12" dp w/ #5's EQUALLY SPACED EA. W J o
3.5 WAY MIN, 2" HORIZ, CLEARANCE BETWEEN MIN (6) # 5 E.W. 0 w o ui E
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TO TIE BEAM.
a
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DATE:
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CC CHECK: CC
JOB No. TM - 2151548
SCALE: AS INDICATED
DATE: 02/10/2016
CONTRACTOR TO
VERIFY THE GROUT
IS LEVEL WITH TOP
OF BLOCK FOR
PROPER TRUSS/
FLOOR SYSTEM
BEARING (MIN 3")
AT CORNERS PRECAST "U"
PROVIDE LINTEL W/ 3000
STANDARD #5 psi CONC. PER
HOOK BAR. LAP LINTEL PLAN. IF
OTHER BARS INTO REBAR IS
CORNER AS REQ'D INDICATED IN
LINTEL, #5 TO BE
HOOKED INTO
SIDE VERTICALS
°a a d4 ,
a ®4.
6 ® d
11
d q ° 1
414.
I
• a dl•
qI.
q
a
IP
ROUGH OPENING PER PLAN I` `
°
METAL LATH OR
WIRE SCREEN
OVER COURSES
NOT REQ'D TO
BE FILLED.
(SHEET METAL &
PAPER FELT 10" HOOK
PROHIBITED) _T _
° ®o® w
a 4 e
L 0
z
I= J
w
dllP .4
I I ,4b 4
a �4� • q d. q
° . NO -SHEAR WALL AT OPENING TYPI Al_ SHEAR WALL SEGMENT
TYPICAL MASONRY CONSTRUCTION
SCALE: 3/4" =V-0"
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
r' -t rte-.=• rte' , '•�{:.���: ' �" .. :..
. LINTEL PER PLAN
'
TRANSOM OPENING
___�,ZFRAME INFILL AROUND
WINDOW BY BUILDER
SEE WF01/SD3 FOR
/ MORE INFO \
DOOR OPENING
LINTEL W/ TRANSOM DETAIL
SEE FOUNDATION
PLAN FOR FILLED CELL
INFO. MIN. (1) IS REQ'D
ON EITHER SIDE U.N.O.
(2) 2X8 WOOD HEADER
TURNED SIDEWAYS.
FIRST PLY 2X8 TO
MASONRY WALL W/
SIMPSON HUS26 HANGER
@ EA. END. W/ (6) 3/16"Ox
1-3/4" TAPCONS INTO
MASONRY & (4) 10d X 1
1/2" NAILS INTO HEADER.
2ND PLY TO IST PLY W/
10d STAGGERED @ 6" O.C.
SCALE: 3/4" = T-0"
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
.'
GRADE 40
GRADE 60
°•
BEND O
LENGTH
s ---
e�
BEND O
LENGTH
q 1.
1783
"A �
.a`
�C„
D..
„A,
B..
C.."D„
860
#3
17/8
4-1/4
7
15
21/4
4 -1/4
9 '1 /4
18
#4
21/2
5 5/8
91/2
20
3
55/8
TYPICAL MASONRY CONSTRUCTION
SCALE: 3/4" =V-0"
SEE PLAN FOR TOP OF WALL AND LINTEL INFO
r' -t rte-.=• rte' , '•�{:.���: ' �" .. :..
. LINTEL PER PLAN
'
TRANSOM OPENING
___�,ZFRAME INFILL AROUND
WINDOW BY BUILDER
SEE WF01/SD3 FOR
/ MORE INFO \
DOOR OPENING
LINTEL W/ TRANSOM DETAIL
SEE FOUNDATION
PLAN FOR FILLED CELL
INFO. MIN. (1) IS REQ'D
ON EITHER SIDE U.N.O.
(2) 2X8 WOOD HEADER
TURNED SIDEWAYS.
FIRST PLY 2X8 TO
MASONRY WALL W/
SIMPSON HUS26 HANGER
@ EA. END. W/ (6) 3/16"Ox
1-3/4" TAPCONS INTO
MASONRY & (4) 10d X 1
1/2" NAILS INTO HEADER.
2ND PLY TO IST PLY W/
10d STAGGERED @ 6" O.C.
SCALE: 3/4" = T-0"
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
PRECAST
[LOADS LISTED BELOW HAVE BEEN
APPROVED MAN. CAST
GRADE 40
GRADE 60
BAR SIZE
BEND O
LENGTH
LAP SPLICE
BEND O
LENGTH
LAP SPLICE
1783
"A �
B"
�C„
D..
„A,
B..
C.."D„
860
#3
17/8
4-1/4
7
15
21/4
4 -1/4
9 '1 /4
18
#4
21/2
5 5/8
91/2
20
3
55/8
121/2
24
#5
31/8
7
11 3/4
25
33/4
7
151/2
30
#6
33/4
81/16
14
30
4 1/2
8 1/16
'18 1/2
36
47
43/8
9 13/16
16 1/2
35
51/4
9 13/16
21 3/4
42
4 4,• ,
4
LAP SPLICE
EMBEDDED
L
D08 REBAR SPLICE DETAIL
SCALE: 3/4" = V-0"
a
STANDARD 90° HOOK
STANDARD 180° HOOK
#3=2%"
#4=2%2'
#5=2%"
#6 = 3"
#7=3%"
TYPICAL TRUSS ANCHOR PER PLAN
PROVIDE SCREEN WHEN BLOCK BELOW IS
NOT REQUIRED TO BE FILLED
STANDARD 90 DEGREE HOOK
TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL
BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA.
REBAR
STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1)
#5 DIA. REBAR
8" x 8" x 16" CMU U.N.O.
INDICATES FILLED CELL FROM FTG. TO TIE
BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE
MD08/S5 FOR LAP INFO.
�— PROVIDE CLEAN OUT OPENING @ GROUT
FILLED CELL AND REBAR (TYP). MORTAR
JOINTS SHOULD NOT BE CUT
---- SEE FOUNDATION FOR FOOTING
PRECAST
[LOADS LISTED BELOW HAVE BEEN
APPROVED MAN. CAST
y V
.
'
(D
CLEAR OPENING
q,
ny
U
4a
'q
1783
2'-8"
1343
3'-2"
1217
3'-4"
1006
4'-0"
860
4'-6"
710
5'-2"
EMBEDDED
L
D08 REBAR SPLICE DETAIL
SCALE: 3/4" = V-0"
a
STANDARD 90° HOOK
STANDARD 180° HOOK
#3=2%"
#4=2%2'
#5=2%"
#6 = 3"
#7=3%"
TYPICAL TRUSS ANCHOR PER PLAN
PROVIDE SCREEN WHEN BLOCK BELOW IS
NOT REQUIRED TO BE FILLED
STANDARD 90 DEGREE HOOK
TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL
BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA.
REBAR
STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1)
#5 DIA. REBAR
8" x 8" x 16" CMU U.N.O.
INDICATES FILLED CELL FROM FTG. TO TIE
BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE
MD08/S5 FOR LAP INFO.
�— PROVIDE CLEAN OUT OPENING @ GROUT
FILLED CELL AND REBAR (TYP). MORTAR
JOINTS SHOULD NOT BE CUT
---- SEE FOUNDATION FOR FOOTING
Q L
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PRECAST
[LOADS LISTED BELOW HAVE BEEN
APPROVED MAN. CAST
LINTEL LOAD TABLE
CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING
-CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE
STANDARD LINTELS
8F8 -1B / 8F8 -OB 8F16 -1B / 8F16 -OB 8F24 -113/8F24-013 8F32-113 / 8F32 -0B
3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000
3069/3069 6113 / 5163 8974/8054 10000 / 10000
2693/2561 6113/3820 8974/5961 10000/8107
2165/1969 6113/2931 8-672/4576 10000 / 6224
1663/1349 5365-/1999 _7342/3123 10000 / 4249
1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249
1423/1105 4360/1631 6036/2549 8328 / 3470
1232/1232 3480/2580 8360 / 3586 8825 / 4592
5_2 / 991 2661 /2143 5681 / 2698 6472 / 3685
752 / 699 1843 / 1625 3486/2602 6390 / 3302
726/699 1843/1625 3486/2255 6205 / 2885
618 / 535 1533 / 1247 2781/1946 4754/2489
567/454 1366/1277 2423/1770 4006/2263
492 / 352 1254 / 1132 _2193/1567 3552/2003
471 /352 1075/1075 1838/1567 2883/2003
418/297 1075/ 1045 1838 / 1446 2883 / 1848
369/261 1002/98 1697/1361 2630/1738
328/0 1234/0 1779/0 2662/0
292/0 1160/0 1660/0 2439/0
284/0 950/0 1379/0 1997/0
211/0 750 / 0 1177/0 1676/0
142/0 598/0 1114/0 1468 / 01
180/0 598/0 1024/0 1441/0
145/0 550/0 981 /0 1376/-0
110/0 1 450 / 0 824 / 0 1147/0
LINTELS -FILLED
8R14-1B/8R14-OB 8R22-113MR22-013
3725/3280 5499/5421
3343/3280 4933/4933
2769/2769 4085/4085
2769/1716 4085/2839
2121/1716 3127/2839
1751 / 1761 2595/2595
1539/1539 1329/2267
1334/1334 1964/1552
1152/1152 1694/1552
THAN 32" USE VALUES FOR 32" DEEP HEADER
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS:
CASTE -CRETE, QUALITY, AND LOTTS
STANDARD LINTEL NOTES
1 • AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.
2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O.
3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN.
8" BEARING EA. END
4 LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN
INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT
ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL.
5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD
CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS
ADEQUATE FOR THE LOADS.
6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS
SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY
WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.
7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL
SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS
MATERIALS
1. f'c PRECAST LINTELS = 3500 PSI.
2. f'c PRESTRESSED LINTELS = 6000 psi.
3. GROUTED PER ASTM C476 f'g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND -8!–' L. 11" SLUMP,
4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE
STRENGTH = 1900 PSI. ~-�z
5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE
6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510.
LINTEL DESIGNATION SCHEDULE
MARK LINTEL F =FILLED WITH GROUT /
REQUIREMENTS U = UNFILLED R = RECESSED
QUANTITY OF #5 REBAR @
(D 8RF6-1 B/'IT 8 F 16-1 B/1 T BOTTOM OF LINTEL CAVITY
O 8F8-1B/1T
'
(D
CLEAR OPENING
8" UNFILLED
cq
2231
2'-2"
1783
2'-8"
1343
3'-2"
1217
3'-4"
1006
4'-0"
860
4'-6"
710
5'-2"
570
6'-2"
488
7'-0"
416
8'-0"
354
O
315
01-0.
10'-0"
292
10'-8"
277
11'-2"
255
12'-0"
239
12'-8"
0
13'-4"
0
14'-0"
16'-0"
0
0
18'-0"0
18'-8"
0
20'-0"
0
20'-8"0
8F20-OB/1T
22'-8"
0
RECESSED
CLEAR OPENING
8R6-1B/8R6-OB
1694/1694
Z-4"
2'-8"
1425/1425
T-0"
1230/1230
3'-4"
1081/920
4'-4"
846/833
5'-4"
664/572
6'-4"
526/434
7'-4"
480/322
8'-4"
415/235
1) FOR HEADER DEPTHS DEEPER
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TYPE DESIGNATION
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2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.
OO
-- _ —QUANTITY OF #5 REBAR AT TOP
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8F16 -013/1T
�=NOMINAL HEIGHT
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STRUCTURAL ENG_
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8RF14-OB/1T
-STRUCT:
o
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QC CHECK:
CC
JOB No.
TM - 2151548
ri
0
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DF
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LINTEL PLAN
1 /8"=1'-0"
SCALE. AS INDICATED
DATE: 02/10/2016
S5
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STRUCTURAL ENG_
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DRAFTING:
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JRH
QC CHECK:
CC
JOB No.
TM - 2151548
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LINTELS BASED ON 4" NOMINAL BEARING.
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3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED,
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4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR
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5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING
W
ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL.
6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY.
7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY
CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF
SUPPORT.
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.
9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.
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SCALE. AS INDICATED
DATE: 02/10/2016
S5
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STRUCTURAL ENG_
BED
DRAFTING:
-STRUCT:
JRH
QC CHECK:
CC
JOB No.
TM - 2151548
SCALE. AS INDICATED
DATE: 02/10/2016
S5