HomeMy WebLinkAboutBuilding plans, ghoR
GENERAL NOTES
1. THIS PLANS WERE PREPARED USING THE 2014 FLORIDA BUILDING CODE 5TH EDITION
2 TYPE OF CONSTRUCTION: CLASS V. UNPROTECTED, GROUP R3 OCCUPANCY PER
FLORIDA BUILDING CODE.
3, CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE
COUNTY AND ALL APPLICABLE AMENDMENTS.
4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY
REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY.
5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS
SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY
EFFICIENCY SECTIDN.
6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL. PER F.B.C. 2014
ABBREVIATIONS
ABV
ABOVE
AFF
ABOVE FINISHED FLOOR
AHU
AIR HANDLER UNIT
B.F.
BE FOLD
B.P.
BI PASS
BLK.
BLOCK
BLW.
BELOW
BERG.
BEARING
BIM.
BOTTOM
CLG
CEILING
CMU
CONCRETE MASONRY UNITS
COL
COLUMN
CONIC.
CONCRETE
CSMT.
CASEMENT
DBL
DOUBLE
DIA.
DIAMETER
DISP.
DISPOSAL
DP
DESIGN PRESSURE
DR.
DOOR
DW
DISH WASHER
E.E.
EACH END
ELEC.
ELECTRICAL
ELEV.
ELEVATION
ES
EACH SIDE
ALL MANUFACTURES LABLESSHOWINii COHOFASTEHERSORATTACHMENTS +r gI,L1M
U FACTORS AND SHGC COMPLIANCE TIC yU UM i0 d01:11 NW File Copy
WITH FBC ENERGY CODE MUST ,at THE RESPONSIBIM Of HE
REMAIN ON ALL DOORS AND WINDOVVS �t1iPACTOR Of RE( I INIo �3am
UNTIL INSPECTIONS ARE APPROVED WN;U IT AQ I I W n 9 ^I'"' 191 NJ M71y30N0'l
MASONRY NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR MI. PROVIDE PRECAST
UNTELS AS NECESSARY. (I'm = 1500 PSI)
1. PROVIDE W P.T. FlRESTOP HORIZONTAL 0 CBUNG & WALL INTERSECTIONS OR 8'-0' O/C
1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE HOWEVER, THE
1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERWCE AND
VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718
SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE
SHALL LOCATED METER & PANELS AS REQUIRED.
THESE PLANS WERE PREPARED
2. MORTAR TYPE M PER ASTM C 270-92.
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT.
2 ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED.
2 ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE.
USING THE 2014 FLORIDA BUILDING CODE 5th EDITION
3. CELLS, UNTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA
ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36' OF TUBS AND SHOWERS WITH SILLS
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN
GRAVEL CONCRETE.
LESS THAN 60' ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDEUGHTS, SLIDING GLASS
BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF
3. WHERE REWIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
DOORS AND FRENCH DOORS SHALL BE TEMPERED.
RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
COPPER OF EQUAL AMPACITY.
4. REINFORCING:
A
EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE
VERTICAL
EGRESS
EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. NE
3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS
AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WNDOWS. THE
OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS TO TRUSS CONNECTIONS
5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION.
A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60).
BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR.
AS PART OF THE TRUSS DESIGN. ALL TRUSS TO STRUCTURE CONNECTIONS TO BE BY BUILDER.
6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
B. MEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE
4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411
4. TRUSS MANUFACTURER SHALL SUBMIT THREE 3) COPIES OF SHOP DRAWINGS AND
SPECIFICATIONS.
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN
OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW
7• PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM
5. PROVIDE A MINIMUM OF 4' CLEAR ALL AROUND AIR HANDLER UNITS.
PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE
ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO
8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT
THE MASONRY.
PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE IF
PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR
THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL
RECOMMENDATIONS
EXT.
EXTERIOR
M.C.
MEDICINE CABINET
SMS
SHEET METAL SCREWS
D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE
TRANSFER GRILLES.
NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN.
F.B.C.
FLORIDA BUILDING CODE
M.R.H.
MEAN ROOF HEIGHT
ST.
STIRRUPS
COLUMN SCHEDULE.
9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
F.R.
FIRE RATED
M.T.
METAL THRESHOLD
STL
STEEL
7. A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV.
& TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT.
SHOWN ON PLANS
FIR
FRENCH DOOR
MAX.
MAXIMUM
SW
SWITCH
E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS
ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6' ABV. ADJOINING GRADE.
CDORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS
FIN.
FINISHED
MFR.
MANUFACTURER
TEMP,
TEMPERED
TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO
DRAWINGS.
10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS
FL
FLOOR
MICRO.
MIN.
MICROWAVE
MINIMUM
T.B.
THROUGH BOLT
CONTINUE UNINTERRUPTED.
BEAM SCHEDULE NOTES
SELECTED BY BUILDER.
G.T.
GA.
GIRDER TRUSS
GAUGE
M.O.
MASONRY OPENING
T.O.
T.O.B.B.
THROUGH OUT
TOP OF MASONRY BOND BEAM
HORIZONTAL
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND
BOTTOM EACH STUD, AS PER CODE.
ii. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
GALV.
GFl
GALVANIZED
GROUND FAULT INTERRUPT
MONO.
MTL
MONOLITHIC
METAL
TO.PL
T.O.TB.
TOP OF WOOD PLATE
TOP OF TIE BEAM
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE.
1. ALL COMPOSITE UNTEL (MARK 'C) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE
NOTED
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION
12 PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
GL
GW9
GLASS
GYPSUM WALLBOARD
O.H.D.
O/C
OVER HEAD DOOR
ON CENTER
T.O.
U.N.O.
TYPICAL
UNLESS NOTED OTHERWISE
5. GENERAL
'BB")
MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES
GYP. BO.
GYPSUM WALLBOARD
P.L.F.
POUNDS PER LINEAR FOOT
UL
UNDERWRITERS LABORATORIES
2 ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND
HG'L
HEIGHT
P.S.F.
POUNDS PER SQUARE FOOT
V.I.F.
VERIFY IN FIELD
A STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.SC.E
BEAMS ONLY. ALL SPUCES TO BE A MINIMUM OF 48 BAR DIAMETERS
8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER
HPS
HOOPS
P.S.I.
POUNDS PER SQUARE INCH
W.A.
WEDGE ANCHORS
7-10/T.M.S 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 2f0-8(0).
HR
HOUR
P.T.
PRESSURE TREATED
W/
WITH
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED B" TO FIT BLOCK
CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE
HS
HVHZ
HORIZONTAL SLIDING
HIGH VELOCITY HURRICANE ZONE
PARTN.
pKT,
PARTITION
POCKET
WC
WD.
WATER CLOSET
MOD
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 7-10/TM.S 602-
WORK.
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET UGHTING SHELL COMPLY WITH NEC SEC. 410.8.
INS.
INSULATION
PLYING.
PLYWOOD
05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS
4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS
DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE
16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS
INT.
G.
I.G.
INTERIOR
LONG
R.O.
ROUGH OPENING
FOR MASONRY STRUCTURES
-
10HEADERS FOR FRAMED OPENINGS GREATER THAN 6'0' MUST BE ENGINEERED AND
AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE
LIN.
LINEN
S.C.
S.GD.
SOLID CORE
SLIDING GLASS DOOR
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT
CONCRETE NOTES
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY.
LT.
LIGHT
SF
SQUARE FOOT
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED OONT. CELL.
17. PREIWRE FOR GARAGE DOOR OPENER SENSOR.
LT.
LAUNDRY TUB
SH
SINGLE HUNG
7. OPENINGS SHALL BE PROVIDED AT THE BOTTOM GROUTED CELLS AT EACH
1.S CONCRETE SHALL CONFORM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS
11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE
NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS).
18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12.
T OVER V
LIFT OVER 4'-0' HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND
L
A MASTM
SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
REQUIRED FOR ALL 120-VOLT,
ST. LUCIE COUNTY PRODUCT APPROVAL
OPENING
REDUCE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
OPEN ID
PRODUCT
MODEL #
MANUF.
GLASS
ATTACH. METHOD TYPE, SIZE, SPACING &
BUILDING DESIGN
PRODUCT DESIGN
DESCRIPTION
EMBED. SEE P.A. FOR NUMBER OF ANCHORS
PRESSURE
PRESSURE
A
FL-9174 R11
9100 OHD 18080
WAYNE DALTON
N/A
5/16'X 1-51W LAG SCREW AT EA. JAMB BRACKET
D.P.= +28.5 PSF
+39.2 PSF -43.7 PST
W-V DOOR HGT. = 5 BRACKETS EA SIDE
-32.2 PSF
B
FL 174K1
(2) SH 25
MI WINDOWS & DRS
SGL IMPACT
SIR - 3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.8 PSF
55.0 PSF -55.0 PSF
FL 15349.6
W/ F.G. ABV.
0IV O/C MAX. SPACING & 2- FROM EDGE
-34.7 PSF
FG - 3/16' TAPCONS W/ 1-1/4- MIN EMBED
EQUAL SPACING & 3' FROM EDGE
C
FL-15037.4
RR 3D80 DRS
THERMA TRU
N/A
1/9 TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P.= +31.2 PSF
+50.0 PSF -50.0 PSF
6" & 14.5' O/C MAX. SPACING.
-34.1 PSF
D
FL 15349.6
6428 ARCHED FG
MI WINDOWS & DRS
SGL IMPACT
FG - 3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +34.3 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-37.2 PSF
E
FL 15349.6
2020 FG
MI WINDOWS & DRS
SGL IMPACT
FG - 3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +34.7 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-37.6 PSF
F
FL 15349.6
2020 FG
MI WINDOWS & DRS
SGL IMPACT
FG - 3/16" TAPOONS W/ 1-1/4- MIN EMBED
D.P.= +34.7 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-42.0 PSF
G
FL 15349.6
2020 FG
MI WINDOWS & DRS
SGL IMPACT
FG - 3/16' TAPCONS W/ 1-1/4- MIN EMBED
D.P.= +34.7 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-46.5 PSF
H
FL 15349.6
3620 FG
MI WNDOWS & DRS
SGL IMPACT
FG - 3/16' TAPOONS W/ 1-1/4' MN EMBED
D.P.= +34.7 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3" FROM EDGE
-37.6 PSF
FL 15349.6
3620 FG
MI WINDOWS & DRS
SGL IMPACT
FG - 3/1V TAPGONS W/ 1-1/4" MIN EMBED
D.P.= +34.7 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-37.6 PSF
J
FL 17499.1
(2) SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.3 PSF
+55.0 PSF -55.0 PSF
1110' O/C MAX. SPACING & 2" FROM EDGE
-35.6 PSF
K
NOA. 16-0629.06
12060 PKT. SGD
PGT
SOL IMPACT
I/4" ELCO ULTRACON W/ 1-3/8- MIN EMBED.
D.P.= +29.6 PSF
+60.0 PSF -60.0 PSF
1' FROM EDGE 0 2-1/16' O/C MAX. SPACING
-32.5 PSF
L
FL 15349.6
12014 TRANSOM
MI WINDOWS & DRS
SOL IMPACT
FG - 3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.7 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.6 PSF
M
FL 174991
SH 26
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4" MIN EMBED
D.P.= +31.8 PSF
+55.0 PSF -55.0 PSF
01V O/C MAX SPACING & 2' FROM EDGE
-34.7 PSF
N
FL 15349.6
6414 TRANSOM
MI WINDOWS & DRS
SG_ IMPACT
FG - 3/1C TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +34.7 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3" FROM EDGE
-37.6 PSF
0
FL 17499.1
SH H33
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPOONS W/ 1-1/4' MIN EMBED
D.P.= +34.7 PSF
+55.0 PSF -55.0 PSF
0 10" O/C MAX. SPACING & 2' FROM EDGE
-46.5 PSF
P
FL 17499.1
SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPOONS W/ 1-1/4- INN EMBED
D.P.= +33.1 PSF
+55.0 PSF -55.0 PSF
0 10" O/C MAX. SPACING & 2' FROM EDGE
-36.1 PSF
0
FL 17499.1
SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +311 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX SPACING & 2' FROM EDGE
-36.1 PSF
R
FL 17499.1
in H33
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +3PSF
+55.0 PSF -55.0 PSF
0IV O/C MAX SPACING & 2' FROM EDGE
-377.. 6 PSF
S
FL-7630.1
3080 DR
THERMA TRU
N/A
1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P.= +327 PSF
+50.0 PSF -50.0 PSF
6' & 1a' O/C MAX SPACING.
-3&7 PSF
T
FL 17499.1
(2) SH 25
W WINDOWS & DRS
SGL IMPACT
SH - 3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +32.7 PSF
55.0 PSF -55.0 PSF
FL 15349.6
W/ F.G. ABV.
010' O/C MAX SPACING & 2" FROM EDGE
-35.7 PSF
FG - 3/16- TAPCONS W/ 1-1/4' MIN EMBED
EQUAL SPACING & 3' FROM EDGE
PRODUCT
MODEL #
MANUF.
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULLIONS
MAX. 104-1/4' HORIZ.
MI WINDOWS
& DOORS
WE 1-UP MIN EMBED
1/4" FASTENTAPOONERS
(a) FASIENLRS PER CUP TOP &BIM.
37.7 PSF
54.0 PSF -54.0 PSF
FL 15353.4
FL/ 11 m!l R2
28 16 WIDE MTL PANELS W11H MIN. PENETRATION THROUGH
ROOFING
GULFLOK MiL ROOFING
GULF COAST
' PLYWD. W/ f10-12x1' PANCAKE TYPE A FASTENER 0 24' O/C
MAX
-83.4 psf
-161 psf.
ROOFING
UNDERLAYMENT
NOA NO. 12-1219-.01
BORAL TIESEAL
MEMBRANE: 1 OR MORE PUES OF BORAL TLESEAL
N/A
N/A
PEEL & STICK
SBS UNDERLAYMENT
PRODUCTS
UNDERLAYMENT W/ A MIN. 3' HEAD LAP & MIN. 6' END LAP
SIDING
STUCCO
N/A
N/A
N/A
N/A
N/A
1-1/4 RING SHANK ATTACHED TO UNDERSIDE OF
SOFFIT
STUCCO
TRUSS SPACED 0 EVERY HI RIB (4" 0/C) W/ 7/8'
N/A
N/A
EMBED. PER NAIL
BEFORE GROUTING.
CONCRETE WORK SHALL BE IN ACCORDANCE WITH AG 318-11 AND AG 301-05. ALL
12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE
SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS.
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11.
ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI
19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM.
FOUNDATION NOTES
2 MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER -
IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS
3/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2' UNFORMED
DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
1. FLOOR SLAB TO BE 47 THICK POURED CONCRETE SLAB WITH FlBERMESH
CONCRETE BELOW GRADE-3"
13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 20 016' O.C.
PLUMBING NOTES
ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL
STUDS, WITH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1- LONG
3. REINFORCING STEEL: GRADE 80 ( FY=B0.000) ASTM A675-94.
BUGLE HEAD DRYWALL SCREWS AT 12' O/C MAX.
1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION JIM F.B.C.
2 ALL REINFORCING STEEL TO BE GRADE 60.
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL OF
14. METAL LATH OVER SHEATHING SHALL BE 3/8" V-GROVE OR DIMPLED. FASTEN TO
2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C.
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE
SUBSTRATE AT 4" O/C AS FOLLOWS;
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS
OTHERWISE NOTED.
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE
CONCRETE: 3/4' LONG STUB NAILS W/ 3/8' HEAD. HORIZONTAL AND VERTICAL WOOD
3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11.
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F.,
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT
ALL LOADS DURING CONSTRUCTION.
FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION
INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL WOOD
4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0' FROM ROOF JACKS
FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE
5. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN
6. CONCRETE BEAM SIZES MAY INCREASED (8" MAX.) AS REQUIRED FOR ARCHITECTURAL
BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB
5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING.
WELL GRADED SAND COMPACTED TO ACHIEVE A
DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND
WIZEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1' LEG, 7/16" CROWN METAL
6. INSTALL CHASE PIPE
MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557.
DOOR BEAMS (28' MAX.) AND ADD 2-f5 BARS BOTTOM IF DROP EXCEEDS 8".
MTL FRAMING: SELF TAPING SCREWS f12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE
FOR HVAC.
6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER
USED FOR SOFFITS OR CEILINGS
REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF
REQUESTED
7. DOWELSTO FOOTING WITH SAME SIZE AND NUMBER OF
ASVERTICALBARS ABOVE.
15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COL NAIL PROGRAM. TYPE TO BE CRF 111G
MECHANICAL NOTES
BY THE BUILDING OFFICIAL
1-1/2" LONG AND .120' DIAMETER U.N,O.
7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN.
B. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE
WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM
16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WTH ALL SUPERIMPOSED
1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
B. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1).
REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN.
WIND LOADS PER F.B.C. 2014 5TH EDITION & ASCE 7-10.
CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL"
_.
AND CHAPTER 28 OF THE FLORIDA BUILDING CODE
9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S 'MANUAL OF STANDARD
PRACTICE FOR DETAIUNG REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE
STEEL NOTES
GAUGE NOTES
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE
,
10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.20),
1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC'SPECIFICATION FOR THE DESIGN,
1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
PROPOSED SINGLE FAMILY RESIDENCE BY:
0 "E'
H O'n a
TURNER RESIDENCE
TACOMA
LOT 282
MEADOWOOD
COPYRIGFT 2017
TYPICAL "MI" WINDOWS
N LJ "ry1 l[L--jI I' 1I 1. 1 U L-1 co
SH 15 SH 25 SH 35 SH H35
is • ■
M.O. 20 1/8' M.O. 380 M.O. 54 1/8" M.O, 27 1/2'
x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 L
P.T. WOOD BUCK P.T. WOOD
38" 70" 38"
am
SH 35 A ,s
TYP, BAY WINDOW
ZL
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS DOORS NOT LESS THAN V" (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3E I FSS THAN V* (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
BOLTS - A 307-00 TUBULAR - A500-010 GRADE B (42 KSI)
2.DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 'STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM)
WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE
3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LOAD SCHEDULE LESS THAN r (12.7 MIA) GYPSUM BOARD APPLIED TO THE GARAGE SIDE
LOCATION LLVF QFAQ PARTN TOTAL
GROUND FLOOR 40 50 10
100
SECOND FLOOR 40 15 10
65
ROOF 30 12 0
42
ATTIC 20 10 0
30
N1ND:
UUTIMATE WIND SPEED - 160 m.p.h.
BUILDING RISK CATEGORY = II
BUILDING DESIGN AS ENCLOSED
EXPOSURE = C
ROOF DEAD LOAD FOR WIND
DESIGN TAKEN AT 10 p.s.f.
RQTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE
WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE
AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR
DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS.
WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY
THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE
FACTORS TO OBTAIN TEST PRESSURES.
THERMA TRU EXTERIOR DOORS
® NO 1
GEM,
M.O. 41 1/40 W M.O. 77 I/Y W
X 9B 1/2' H X 98 3/4' H
EDGE OF SLAB EDGE OF SLAB
3080 EXT DR PR 3080 DR
OUT SWING OUT SWING
DOOR INSTALLATION NOTE; DOOR BUCKS USED MAY BE 26, 5/4' BOARD OR tx6.
CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE
ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES.
THESE PLANS AND ALL PROPOSED WORK
'ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY.IN,ORDERTp
COMPLY WITH ALL APPLICABI4 CODES"
BT. Li1CTE CO UNTV IRLVI TLNG AIIVISION
REVIEWED FOR NLBI
RiiVIE B�
DATE
PLANS M1 D EAAtI`P��Y JO'3
OP NO VWXCTION WILL At R094
SYMBOLS LEGEND
# DETAIL
SCALE
rf DETAIL
Owc. SCALE
SECTION _
OwG. SCALE
SECTION
DWG SCALE
DRAWING INDEX
C-1
COVER SHEET
A-1
FOUNDATION PLAN
A-2
FLOOR PLAN
A-3
ELEVATIONS
A-4
SECTIONS
A-5
STRUCTURAL PLAN
A-6
TRUSS PLAN
E-1
ELECTRICAL PLAN
M-1
MECHANICAL PLAN
1
4 Owc. 2 INTERIOR
ELEVATION
3
C# COLUMN LABEL
F# FOOTING LABEL
1111-1LDL
INTERIOR E1FV.
SCALE
8
BEAM LABEL
QREVISION
N
TNORTH
ARROW
-
- --
BREAK LINE
ELEV
0
GRAPHIC SCALE
FIN. Ems, SLAB
SCALE.
1:)o _
POT SHELF HEIGHT
AS NOTED
DROPPED SOFFIT
HEIGHT AS NOTED
ARCHED OPENING SEE
PLAN OR ELEV.
MASONRY CONSTRUCTION
TYPICAL
GROUT FILLED CELL SEE I
FOUNDATION PLAN
NON -BEARING FRAME
CONSTRUCTION
BEARING FRAME
CONSTRUCTION
BEAM HEIGHT CHANGE
FLOOR ELEVATION
RECEIVED
FEB 2 8 2017 =
PERMITTING
St, Lucie County, FL Z
_
PROJECT LOG
ISSUED FOR PRECON 12/06/16
ISSUED FOR PERMIT 01/23/17
1 BLDG COMMENTS 02/22/17
W
m
a
�
W
0
e
J
s
e
W
rc
J
N
Uj
w
2
N
CL
m
L-
Z
m
LL
D
d
d m
'n`4
Q
z
J
0
°
Z
0
0
O
C)o
N
ZE5
C
v
o
co
c
a
a�
a
>
:3rn
3
a
0
a
o
0
aM
+�
c
`6
GM
E
,v
c
O
�
aJ
`
=
0J
o
O
R
O
C.7
ate--.
w
CL
LTO
o
O
E
oO
nYc3
0
c
n
O
CJJ
E
E
o
`6
`
O
a�
E
`
Yo
�
>
w
o
v
E
E
CMc
c
Kn
O
W
o
CU
E
o
_o=
a'
2
o
Z
n
L
u
v
Cx
cn
.-
z
0 E
Q
C
0 Ln
ry MO
S
� v rn
C -
LJ
U_ C:)
0
N
0 `V
W
U �
h�l
W �
�I
O
J
LL-
w
2f
O
0
0
O
00
W
N
C�
=D
J
0
W
U)
1/4" = V-0" U.N.O.
COVER SHEET
C-1
W=28
�7I;z_
8" w
a..... ..q. N a 26'_6.
FlBERMESH OR FlBERMESH 51'-6°
WELDED WIRE MESH OR W.W.M. -D" >>'-D"
SEE FOUN. NOTES 31'-2" 3'-6. 1'-4" 3'-6" 12'-0" 2'-6" 2'-0"
1-#5 CONT.
FOOTING REBAR 3" MIN. COVER 10
SEE FOOTING SCHED. 6'-4" 6 -0" 6 -0" 8 -0" 6 -1 °" 5 -B" 6 4°
— T 34 THICKENED EDGE #1
".. .... ` 3620 HAD 0 8E0 P3620
2(TEMP
HEAD
_ ad
COLUMN ® ®
iq MATCHING DOWELS
48 BAR DIA. MIN. r ® o
SC GRADE . ; W STD. HOOKS I— 6'-7- o
a i
FORM SHOWER PAN
TYP. EXTERIOR CONT. 'r' ~: g ® a 1 1/2" LARGER ON AFC - N
O n o SIDES THAN ACTUAL
MONOLITHIC FOOTING < 1 r' : m I SFINISHED HOWN HDIMS. I 4'-2"
-J `L--
8.• MATCHING DOWELS FOR
LTV JI` o ® o
COLUMNS 48 BAR DIA. o
MIN. W/STD. HOOKS PAD REBAR I I
SEE F007ING SCHEDULE
Eq. EQ. EDGE BARS ALWAYS 0O
SEE CHED. REMAIN. SPACE OTHERS m m
O I a
mm
i s EQUALLY I
.I
a O ISOLATED PAD " ° N
I 2-6� 4'-0 I ® _ _ 14'-8" T.O.B.B. 1
i WOOD POST, FlBERMESH OR o — r
z' a SEE STRUCTURAL PLAN WELDED WIRE MESH IL
— : 4
m 12'-2" 4'-8"
r-=,-=9. FlBERMESH SHT. A5 PAD REBAR C2 � 17'-2" °
OR W. W. M. SEE F007ING SCHED. ® r
FOOTING REBAR EDGE BARS ALWAYS l ° rl- _� I L — — J
®
SEE F007ING SCHED. REMAIN. SPACE — C3 —I CS - r C5 6 ®® ��
SCHED. OMIT CENTER BAR WHEN OTHERS EQUALLY. o I
ONLY (2) REQD.
38 J F3 I LJF4 IJ F4
EXT. CONT. MONOLITHIC
wI
MASONRY WALL
-s..'
I
I MATCHING DOWELS ® I C2 F1 0
48 BAR DIA. MIN. EQ. EQ. I o
GRADE W/STD. HOOKS
f Z SEE SC EDULETRANw
BARSSONLYEAS O INI. MONOLITHIC PA I NOTE:
y`.('f%.; 7 READ. SEE = A - - - - o"o
SCHEDULE y A4 N m o I ALL COLUMNS ARE ClC1 U.N.O.
C4 A
<o SLOPE 1 1/2" o 2 o i
PAD REBAR —\
EQ. EQ 0'-0" FIN. FLOOR SLAB
E w I F6
SEE FOOTING SCHEDULE x i ❑ F5
EDGE BARS ALWAYS N I ° — —
SEE CHED. REMAAN. SPACE OTHERS I — — — ® v,
3-o L
EQUALLY 3c
I
7A CONT. ISOLATED SPREAD I I 3'-, ta-4- O.B.. � w z N
\ � � O U
11-4" TO.B.B. 0 4 w
I \w O ¢
0
48 BAR DIA. SPLICE
_ Toaa _
C3 F1 13 9'-4" T.O.B.B. z
-'-` C6 X2 ®® I C2 w
m •^'ti' . , •r' o I I i� 2T 11"
-6°
C5 -1 5'-9" C2 18080 DID
® ® I
8"x8" PRECAST J F4 - 0�� I— •
LINTEL, SEE LINTEL -I CS - -
� SHOPDWGS. C2 ® ® L�J�o L—------------------- -,
1... ® 20'-4" — — — F4 ° F2 F1
FILL COLUMNS --- o— n n
I: AND LINTEL SOLID T o r
I I 0 0 I I I L B" W X S- " D RECESS
W/ GROUT
8"xB" FILLED a — J 7 FOR PAVERS (FOOTING
i s > o I L —I— — — — DEPTH MEASURED FROM
CELLS W/ 1 5 o a SUPPLY PLUMBING & d
VERT. (Typ ® \ \ \\ BOTTOM OF RECESS) W/
o B EC. TO ISLAND UNDER
TYPICAL DETAIL 4 i SLAB \ 6" W X D RECESS
BEHIND (SLOPED) I
LINTEL ON COLUMN
c2 ® I I \ \\ I
F1 \\ \\ F2 I
48 BAR DIA. SPLICE I 4"nq
\\ \\
\\ \\ UNDER SLAB
F3 A/C ONES
m I \ \ I
SEE BEAM SCHEDULE ° Q
FOR REINFORCEMENT \\ \\
4B BAR DIA. S ICE ® I \\ \\ I
o omo
F2 \\ \\ F2 I
c m o F1 F2 I \\ \
0
— — — — — — — — —_ —
FILL COLUMNS SOLID 8"x8" FILLED CELLS I I® ® ® ® ®
W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SH 35 SH H33 3080
SCHEDULE FOR REINF. 8H SH H33 SH 35 HEAD 8'-0" HEAD 8'-0" XT D CONC. P D
TYPICAL DETAIL HEAD 8'-0" HEAD 8'-0"
BEAM HEIGHT CHANGE "'-6" 6'-6 6'-0` 6'-0"
CONC. POURED FILLED -
CELL W/ STL, PER PLAN
DOWELL & EPDXY (1) #5-
REBAR INTO SLAB
FILLED CELL LOCATION W/
4" MIN. EMBED. INTO SLAB
TYP. HOLLOW
MASONRY BLOCK
RUNNING BOND
PER PLAN
g J ZL
CONC. SLAB &
MONOLITHIC
-'- FOUNDATION
PER PLAN
MISSED COLUMN
STL. DETAIL
COLUMN SCHEDULE
MARK SIZE TYPE DESCRIP7ION
CONC. BLK. W/ 1 FULLY GROUTED CELL W/1-15 VERT
8x8
AT 6'-0" 0/C MAX. AND AT EVERY CORNER AND
C-1
BLOCK
BOTH SIDES OF ANY OPENING MORE THAN 6'-0" WIDE
8x16
CONC. BLOCK W/2 FULLY GROUTED CELLS W/1-#5 VERT. EACH CELL
C-2
BLOCK
AS LOCATED ON PLANS
12xl2
C-3
BLOCK
CONC. BLOCK IN FULLY GROUTED CELL W/ 4-,J5 VERT. EACH CELL
IRREGULAR
45' MITERED CONC. BLOCK IN FULLY
C-4
BLOCK
GROUTED CELLS W/ 2-#5 VERT.
4"X4"
C-5
WOOD POST
PROVIDE BASE AND CAP AS NOTED ON DETAILS
C-6
8x12
BLOCK
tCON7C8L70CKIN FULLY GROUTED CELL W/ 2-#5 VERT.
M1
LV
= ® z
� Z
boo
3 ® O N
o
M W
x =
v,
FOOTING SCHEDULE
DETAIL
MARK
SIZE WxD
REINFORCING
DESCRIPTION
NO.
F-1
20" x 18" X CONT.
W/2 /5 COAT
EXTERIOR MONOLITHIC
1
EXTERIOR MONOLITHIC
F-2
20" x 18' X CONT.
W/2 /5 CONT.
0 RECESS
38
F-3
2'-6" x 2'-6" x 12"
W/3 15 E. W. B7M.
ISOLATED PAD
7
PAD 0INTERIOR
6
F-4
2'-6" x 2'-6" x 12"
W/3 15 E. W, 8TM.
WOOD POST
F-5
3'-O" x 3'-O" x 12"
W/3 15 E.W. 87M.
ISOLATED PAD
7
EXTENDED
1
F-6
28" x 18' X CONT.
W/2 #5 CONT.
EXTERIOR MONOLITHIC
THICKENED EDGE
TE-1
10" x DROP x CONT.
W/i CONT.
AT DROP
34
PROJECT LOG
ISSUED FOR PRECON 12/06/1
ISSUED FOR PERMIT 01/23/1
BLDG COMMENTS 02/22/1
W
Irl
o w
m
:9
� J
O
w
a ?
a
M
w
J
Z
J
J
w
m
,�
�
m
Z
z J
-
m
Q
Z
0
O
a
Q
C f} w
0 a
0
o v'
c
c' �° ca m au >1
Q c z E
�_ -u.o'_
vo 0
ro C7 u -o "
m
E a O ru
O C @ p 7 Q
0
o E 2 p -c3 m U
caj
°J > W o c6 E
L N C
Q c O
im Lu ° o
0 p N cr-- N L7
z aro'�-0
0- +N_
z
V
C
O
Lo
Ine
O u o
u
c _
W Cl
On+t
ycy
U
O J
101
O
T
-.!0
004
CV
h
at
�
TW
W �
�
o
W E"
:
O
00
c)
N
w
0
y-
1/4" =
1'-0" U.N.O.
FOUNDATION
PLAN
A-1
MW m 28
File Copy
PROJECT LOG I
ISSUED FOR PRECON 12/06/16
ISSUED FOR PERMIT 01/23/17
1 BLDG COMMENTS 02/122/17
r
16 GA GULF-LOK GALVANIZED
METAL PANEL OVER SORAL 7ILESEAL MEMBRANE
ATTACH PANELS TO ROOF DECKING
PER MANUFACTURER SPECS
1 (PLYWD SUBSTRATE -SEE DIAPHRAGM
SCHEDULE FOR TYPE &NAILING PATTERN)
PRE-ENG. WOOD ROOF TRUSSES
024" 0/C TYPICAL
W/APPROVED GALV TRUSS
ANCHORS EA. END
SEE PLAN/ ELEV.
GALV M7L. DRIP
ON 1X2 P.T.
2x8 PAINTED TEXTURED —J
SPRUCE FASCIA
CEMEN77TOUS FINISH ON METAL LATH ATTACHED
W/ 7444" VENTS ® 6'-0" O.C.
0 REAR AND TWO SIDES
(TRUSS CO. TO PROVIDE FLAT SOFFIT)
MEDIUM TEXTURE DECORA71W
CEMEN7ITOUS FINISH
OVER 8" CONC. BLOCK
R 4.1 FI-FOIL BETWEEN STUDS
0'-0" FIN. FL. SLAB -
N
12
6
2--0-
INSULATION
PER ENERGY CALC.
RAT RUNS PER
TRUSS MANF.
5 8" DRYWALL OR 1/2" "TOUGHROCK"
(OR EQUAL) APPLIED TO
UNDERSIDE OF TRUSSES
FIRE STOP
CONT. 8"xi6" MASONRY BOND BEAM
W/ 1#5 CONT TOP & BOT. - FILL W/ CONC,
CONT. METAL POUR STOP
1/2' DRYWALL
IX2 P.T. FURRING ® 24" 0/C
EXTERIOR BLOCK WALL TO BE
WOOD BASE
MONO. CONC. FOOTING
SEE FOUNDA710N PLAN
FOR N07ES & DE AILS
4;
TYPICAL WALL SECTION
SCALE 3/4" = 1'0"
ATTIC VENT CALCULATION:
ROOF AREA CALCULATED 0 4231 (SQ.FT.) / 150 28.20 SO FT REQUIRED
VENT AREA / .76 SQFT. PER VENT = 38 VENTS TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
O
D,P = +28.5 PSF
-32.2 PSF
MEDIUM TEXTURE) v.r.= +ai.,) rzr
CEMENTITIOUS FINISH ON -35.6 PSF
MASONRY CONSTRUCTION, TYP.
% -sb.7 PSt CEMENTITIOUS FINISH ON U -34.7 PSF U BLW -37.2 PSF
MASONRY CONSTRUCTION, TIP. O D.P.= +3 ; PSF FRONT ELEVATION - ARTISAN
�OCD
tiLLUW:
O D.P.= +29.6 PSF
-32.5 PSF
ABOVE:
D.P.= +33.7 PSF O
-36.6 PSF
BELOW:
O D.P.= +31.8 PSF
-34.7 PSF
14'-8" T.O.B.B
_ 0'-0" FIN. FL. SLAB
lw
REAR ELEVATION
RIGHT ELEVATION
14'-B" T.O.B.B.
11'-4" T.O.B.B.
9'-4" T.O.B.B.
0'-0" FIN, FL. SLAB
14'-8" T.O.B.B.
11'-4" T.O.B.B.
9'-4" T.O.B.B.
0'-0" FIN. FL, SLAB
Ld
M
W
J
o
ui
LU
J
W
-Q
m
m
LL
D
z
g
_
d
n
m
m
z
J
°
Z
0
a
0
—
0 0
'� OL O
o n c> o o
c a) co c
L �O E `A �n �
3 >= v rn�
o
C T = L
E oo cco
c a a'
U O O O C
o E E E E o C oQ
.� � ors a. v
V E (v N
lu
0 2 E
cn C
aj
~ o C " b c�
2f .o
vLn
� a
A
con
O
J
L`
U
�
�
w
O
p
0
U
O
�
W
F
N
0
ZD
OJ
W
J
2:
U
1/4" = 1'-0" U.N.O.
ELEVATIONS
File Copy
PROJECT LOG
ISSUED FOR PRECON 12/06/16
j ISSUED FOR PERMIT 01/23/17
I El
I
I I
I I
I I
I I
O D.P.= +34.7 PSF
-46.5 PSF
STUCCO ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES.
RAT RUNS PER TRUSS MANT.
(MAX. 8' O.C)
12
�6
El i
+33.1 PSF36.1
O
D.P.= +33,1 PSF361
O
D.P.= +34.7 PSF376
O
D.P.= +32.7 PSF
35.7 PSF
upD.P.=
PSF
PSF
PSF
ICI ICI ICI ICI ICI ICI ICI ICI ICI
ill ICI ICI ICI ICI !�! ICI ICI ICI I
ICI ICI � I ICI ICI ICI ICI ICI ICI
I�II�II�II�II�II�II�II�II�I -- �
�� h! !�! ! !�! !■,�I !�! Imo! !�! h! MIME
*CONTRACTOR TO APPLY TO ALL SIDES
OF MASONRY OPENING INCLUDING HEADER
TYPICAL INSTALLATION
AND JAMBS PER FBC 2074 703.8
WINDOW ASSEMBLY SHER-CRETE
FLEXIBLE CONCRETE
WATER PROOF - SMOOTH
FASTENERS AS REQUIRED A5-200 SERIES
CAULK BY WINDOW MANUFACTURER SHERWIN WILLIAMS MANUFACTURER
MARBLE SILL
APPLY PRODUCT DIRECTLY TO CLEAN
CAULK SEAM AT CONCRETE SUBSTRATE PER MANUR SPECS
°.MORTAR OR•e.WINDOW INSTALLATO
:. GROUT..
e .
SET SILL IN FULL
DRYWALL
'' "Y,. "e' • ;.n' MORTAR BED AND HEAD JOINT
.STUCCO OR
' J'Q a. DECORATIVE
I�CEMEN11110US COATING
I
` , < 3/4" FURRING TO
4 8" C.M.U.
MASONRY WALL
n e I
CAST-CRETE PRECAST SILL DETAIL
SHERWIN WILLIAMS CONCRETE WATER PROOFING APPLICATION
FOYER
12
6
PRE ENGINEERED WD. TRUSSES
1E @ 24" O/C TYPICAL —�
LOWER CABS
CONC. COLUMN
HEATHER STRIPPING
BY DOOR MANE.
GARAGE DOOR
GALV. STL WRT. TRACK
BY MANF. FASTENED TO
TRACK BRACKETS W/
1/4"-20x1/2' CARRIAGE
—BOLTS & LOCK NUTS
—GALV. STL. TRACK
BRACKETS FASTENED
TO WOOD JAMB W/
3/16'x1-1/4' LAG SCREWS
2x8 P.T. ATTACHED TO
ANUS METHOD OF COLUMN W/ 5/8' WEDGE
TTAOHMeNT SMALL ANCHORS 0 2'-O" 0/C W RT.
V�p� (6' MAX. FROM ENDS) AND
2 FROM INSIDE EDGE OF 2X8
JAMB DETAIL (GARAGE DOOR)
IF GARAGE DOOR VERTICAL REINFORCEMENT
REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE
BRACKET THRU THE HORIZONTAL 2X P.T. HEADER,
4' MIN. EMBED MAX. 6" FROM EACH SIDE OF THE
BRACKET.
KITCHEN BEYOND
GREAT ROOM
1x2 MIN. P.T. BUCK SET IN
SEALANT AND NAILED W/
1-1/2" CASE HARDENED CC
NAILS AT 12" 0/C. MAX.
CONC. OR MASONRY
DRYWALL BOARD
-CAULKING
t--
a=6-0
EDGE ZONE '
I I
I
I
I I
I
LEFT ELEVATION
14'-B" T.O.B.B.
11'-4" T.O.B.Bi�
9'-4" T.O.B.B.
_ 0'-0" FIN. FL. SLAB
STUCCO ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAN'F.
(MAX. 8' O.C)
14'-B" T.O.B.B. $
11'-4" T.O.B.B.
9'-4" T.O.B.B.
COVERED LANAI
0'-O" FIN. FL SLAB
A -A SECTION - ARTISAN
40XIA191:169:1
PERIMETER SEALANT
CONC. OR MASONRY
1x6 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2' CASE HARDENE
Oo COIL NAILS AT 12" O/C. flOo
'rMAX. �j' o
ALUMINUM FRAME, FASTEN \`DRYWALL BOARD
TO STRUCTURE THRU BUCK CAULKING
W/ 3 16" TAPCON SCREWS
0 12 0/C. MIN. 1-1/4" EMB D DOOR FRAME
FASTEN TO BUCK W/
ERIMETER SEALANT (2) 3/16'x2-1/2" TAPCON
STUCCO FINISH SCREWS 0 2'-O" O/C
HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
ALUMINUM FRAME, FASTEN
TO STRUCTURE THRU BUCK
W/ 3f16" TAPCON SCREWS ALUMINUM FRAME OOR FRAME FASTEN
0 12 0/C. MIN. 1-1/4" EMBED SECURE FRAME TO SILL TO BUCK W/(2) 3/16"x
WITH SILICONE I 2-1/2" TAPCON
PERIMETER SEALANT CAULKING SCREWS 0 2'-0" O/C
STUCCO FINISH FLOOR COVERING
CONC. OR MASONRY
1x2 MIN. P.T. BUCK SET IN O o . Oo °,....
SEALANT AND NAILED Q' ' Ob• P
W/1-1/2" CASE HARDENED 6000 0o.
'0 .P o
COIL NAILS AT 12 O/C. O
DRYWALL BOARD PRECAST OR POURED
SILL W/ 1 #5 BAR GROUT BED
CAULKING PERIMETER SEALANT CONCRETE SLAB
JAMB DETAIL (WINDOW) SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
CONC. OR MASONRY
2x6 P.T. BUCK RIPPED
TO WIDTH OF DOOR JAM
SET IN SEALANT FASTEN
W/ 1/4" DIA. x 3-1/4'
TAPCONS 3" FROM E.E.
00 Q o AND 6' O/C MAX.
DOOR TRIM
DOOR FRAME
FASTEN TO BUCK W/
(2) J6 GALV x 2"
SCREWS 0 2'-0* 0/C
DOOR TRIM
PERIMETER SEALANT
STUCCO FINISH
HEAD/JAMB DETAIL (DOOR)
DOOR THRESHOLD SET
IN BED OF CAULK &
FASTENED TO SILL W/
#8 x 1 1/2" SCREWS
0 18' O/C
PERIMETER SEALANT
/ rFLOOR COVERING
CONC. FLOOR SLAB
PERIMETER SEALANT
STUCCO FINISH
SILL DETAIL (DOOR)
W
d
M
rn
a
o
W
J
ui
W
T
W
I.11
J
Z
2
z
If
m
O
J
Q
;2
co
L
fl
a
❑
�o
o
C
CL
=o�Ln
Q
C
W
�v�a)
2
�_
fu
E
3L=a)W�
co
0
C.7
�
-p
-p
Z'
c
E
o
a
au
o
co
fl
a)
E
E
—
O
0
•:
d
W
E
sn
aJ
oCOD-o
v
E
cn
ch
c
o
x
vi
au
E
O
m
a--'
O
0
t2
H
�
_
V'
Z
V
iL
L
se
V
15
Q
j
W �
con
LL
w
❑
o
®
U
^-�
N'
W
FL
FL
Q
J
W
LLn
1/4 - 1'-0' U.N.O.
SECTIONS
ELEVATIONS
A-4
#5 REBAR AT TOP
MIN. (1) REQ'D
• a :F_-1/2" CLEAR
F = FILLED WITH GROUT / U = UNFILLED "' . a C.M.U.-
QUANTITY OF #5 REBAR AT a
BOTTOM OF LINTEL CAVITY go z
s
z GROUT
8 F 6-1 B /1 T #5 REBAR REINFORCING
• . PROVIDED IN LINTEL (VARIES)
L NOMINAL HEIGHT L QUANTITY OF 45
L NOMINAL WIDTH REBAR AT TOP 7-5 8" ACTUAL
" NOMINAL HEIGH 'r
mm 18
mm
I
TYP. 0 WALLS BUB 8F16-09/1T 8F16-1B/1T 8F24-09/1T 8F24-1B/1T BF30-1B/1T
17
4— —
ENG. AND APPROVED WOOD TRUSSES SEE I I \
TIP. WALL SEC710N FOR ACTUAL HEEL
AND OVERHANG CONDITIONS I 2
SEE TRUSS CONNECTOR SCHEDULE A5
SELECT CONNECTOR BASED ON
PLANS
INSTALL ION MFR FRAMING PER. SPECIFICA71ONS LOADS
SEE PLAN
44'-0� -
- CONT. MASONRY BOND BEAM
- CONT. POUR STOP
- 8" CMU WALL
1
A5 CONNECTION DETAIL
NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER
FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE
DISCREPANCIES
PRE-ENGINEERED WOOD
ROOF TRUSS 0 24' 0/C
SIMPSON MGT W/ 22-10d
NAILS INTO TRUSS
CONIC. TIE BEAM OR
MASONRY BOND BEAM
ANCHOR
INTO BEAM W/
5" MIN. EMBED.
SET IN EPDXY
MAX. UPLIFT = 3965#
(45) CONNECTION DETAIL
NAIL SILL PLATE THROUGH
— TO CROSS BLOCK W/2-16d NAILS
AT EACH TRUSS
FRAME KNEE WALL
2x4 STUDS ® 24° 0/C
W/ 19/32" EXT. SHEATHING
TOE NAIL TRUSS TO CAP
16d NAILS PRE-ENG. WOOD TRUSSES
SEE TIP. WALL SECTIONS
ACTUAL HEEL AND
OVERHANG CONDI7IONS
71E BEAM OR BOND BEAM
5/8" WEDGE ANCHORS 0 24" 0/C
W/300'x114° STEEL WASHERS
EMBED (4) MIN.
20 CROSS
BLOCK 0 24"
O/C TYP. TOE
NAIL EA. END
W/(3) 16d
NAILS
TYPICAL TRUSS CONT. 2x4 RIBBON W/ 3-16d
NAILS EA. STUD
A5 CONNECTION DETAIL
ALLOWABLE LOAD 1061 1/TRUSS UPLIFT
1/2" DRYWALL OVER —¶ k
TYPICAL FURRING � II I III I
EXTRA LAYERIOF 1/2"
DRYWALL SUR ONDING
FRAME ARCH
TYPICAL FURRING
APPLIED TO SHEARING
19/32 PLYWOOD ARCH
I
SECTION
4
A5 CONNECTION DETAIL
VIEW
CONT. 2x6 P.T. BUCK FASTENED TO LINTELS
W/ 1/440" LG. TAPCONS 0 12" 0/C MAX.
AND TO BLOCK OR CONC
W/ HIL77 DNI-62-PB 0 8" 0/C MAX.
2X6 P.T. CROSS BLOCK REQUIRED ONLY IF
FREE EDGE DIMENSION EXCEEDS 24'
SEE DIMENSION. NAIL TO BUCK AT EACH
END W/ (4) 16d NAILS
EDGE OF MASONRY OPENING
19/32 EXTERIOR SHEATHING
W/PAPERBACKED HI RIB METAL LATH
2X4 PT BLOCKS ALONG ARCH
NAIL TO PLYWD. EACH END
W/(3) 10d x 1-1/2' COIL NAILS
ABV 11
BLW 10
O
A5
1
O
PRE-ENG 40. TRUSSES ® 24'
(SEE CONNECTION SCHEL
WSW.L1
TRC ACCE
22"x36"
w u
w_
zv
Elm
19/32' EXT. GRADE PLYWD. NAILED
0 6' 0/C AT PANEL EDGES & 12' 0/C
I FOR THE REMAINING FIELD W/ 10d NAILS
2x8 VERTICAL NAILED TO ROOF TRUSS W/
PLAN I (3)10d NAILS, NOTCHED AND TOENAILED W/
(3) 10d NAILS TO PLYWOOD ON, BLOCK WALL
(3)1/2 4' PCS. EXTERIOR PLYWOOD
CUT TO CONTOUR OF ARCH, SHOT TO
WALL W/ 3" PINS 0 12" 0/C (1 1/4' EMBED)
BOX -OUT DETAIL
A5 SCALE: 114 -;--1 --0
0
■
�
ailslll�,�
SECTION
7
XIf
II
ABOVE 25
BELOW 24
2
A5
0
(1) 5/8" DIA.
BOLTS THROUGH GIRDER
SIMPSON ECC44
OR APPROVED EQUAL.
76551 UPLIFT MAX.
A (2) BOLTS
T DIA.
BOLTS THROUGH POST
' WOOD POST
SEE STRUCTURAL PLAN
(14) 1/4 x 2-1 2'
SDS THROUGH POST
'SIMPSON HDU5"
HOLD DOWN
OR APPROVED EQUAL
56451 UPLIFT MAX.
(1) 5/8' DIA.
WEDGE ANCHOR
4' MIN. EMOTED.
� Lra
A5 CONNECTION DETAIL
29
,C
3
21
v
23
i
la
T.O.B.B.
LINTEL BEAM SCHEDULE 1B/FT
LINTEL
LENGTH
ALLOWED LOAD
APPLIED LOAD
ALLOWED
UPLIFT
APPLIED UPLIF
LINTEL
SPECIFY ATION
1
19'-4"
1282
578
546
257
8F24
181T
2
5'-4"
10127
250
4924
100
BF36
1B1T
3
4'-4"
6639
413
3522
175
BRF18
1B1T
4
3'-6"
6113
640
3547
259
BF16
BIT
5
5'-4"
5365
3680
2290
1384
8F16
BIT
6
5'-4"
5365
360
2290
170
8F16
BIT
7
3'-6"
6113
250
3547
100
BF16
BIT
8
7'-6"
1011
0
727
0
8F8/180T
9
7'-6"
2661
606
1634
211
BF16/181T
10
13'-4"
471
0
418
0
8F8/1B0T
11
13'-4"
1428
521
783
225
8F20/181T
12
17'-4"
300
0
187
0
8F8/1 OT
13
17'-4"
1326
521
520
225
BF20/ BIT
14
12'-0"
1254
731
723
492
8F16/1131T
15
17'-4"
550
250
404
195
8F16/1BIT
16
17'-4"
950
250
404
195
8F16/
B1T
ik 17
18
12'-0"
10'-6"
1254
1533
731
250
723
914
492
122
8F16/
BF15/
B1T
81T
19
5'-4"
5365
275
2290
130
8F16/
B1T
20
5'-4"
5365
275
2290
130
8F16/
BIT
21
3'-0'
6113
250
3547
100
8F16/131T
22
3'-0'
6113
1719
3547
741
8F16/1131T
23
3'-0"
6113
807
3547
327
8FI6/181T
24
7'-6"
755
0
506
0
8RF6/1BOT
25
7'-6"
6472
500
3508
200
8F40/1,B1T
26
7'-6"
8467
362
3039
155
8F28/1'B1T
27
5'-4"
10127
451
4924
411
8F48/181T
28
13'-4"
2316
250
1141
100
8F30/1B1T
29
4'-6"
11809
350
5861
308
8F48/1
1T
O
A
I
I
I I
I
I I
L— — — — -- — — — J
(1) 5/8" DIA.
BOLTS THROUGH GIRDER
SIMPSON ECC44
OR APPROVED EQUAL.
76551 UPLIFT MAX.
A (2) DIA.
BOLTSTS THROUGH
HROUGH POST
WOOD POST
SEE STRUCTURAL PLAN
(14) 1/4" x 2-1/2'
SDS THROUGH POST
(2) "SIMPSON HDU5"
HOLD DOWN
OR APPROVED EQUAL
It. IV
EACH SIDE OF POST
(1) 5/8" DIA.
WEDGE ANCHOR
. _ 4" MIN. EMBED.
A5 CONNECTION DETAIL
File Copy
I
1— A5 A5
O
I
PROJECT L00
ISSUED FOR PRECON 12/06/li
ISSUED FOR PERMIT 01/23/1'.
1 BLDG COMMENTS 02/22/1',
LLj
a
M
0
W
ho
a
J
s
w
J
=
ui
a
m
LL I
m
x
a.
ui
LL
J
W Z
m
J
LL
a
�
Q
9
J
z
m
° Z
=
0
Qa
c r�o g,
:2 a ?—
`� a� c
E 2 = V) c
� cm
c E OZ �_ a v o
o a
cu E E m
0 0
•,-, E
; i 7 N QJ to
C d
> " o t6J . E
cn rn c pLn
S
E a ra E _
O0 @ � N O
Z Q u G
N N
ci ai
con
w
A @I
o J
JGR
REBAR AT TOP
N. (1) REWD FBI
p 0
1/2" CLEAR
O 0 0
T� � W_
F =FILLED WITH GROUT / U =UNFILLED JaC.M.U. O U
QUANTITY OF #5 REBAR AT ¢ � V � Q J
FBOTTOM OF LINTEL CAVITY z O W
OUT J (n
8F16-1 B/1 T != 1/4" 1'-0" U.N.O.
TREBAR REINFORCING`NOMINAL HEIGHT OVIDED IN LINTEL (VAR ES) STRUCTURAL
QUANTITY OF #5
NOMINAL WIDTH REBAR AT TOP 7-5 8" ACTUAL PLAN
° NOMINAL HEIGH `.`
A-5
9 9 •i Lc
TYP. 0 WALLS BUB 8FI6-08/1T 8F16-1B/1T 8F24-OB/1T BF24-1 • r
T 8F30- T
W 282
z Z /ill
y
34 LBS. M 524 LDS. MAX. Lui 334 LBS MAX �Q+ ,\ i
l A9� TC-1 TC-1 ti TC-1 �G
File Copy
v 0
cY � . o�
"9( 0 LOAD FACE OF GIRDER D01G ,
9 -4 WALL HEIGHT.
PROJECT LOG
ISSUED FOR PRECON 12/(
ISSUED FOR PERMIT Ol/:
rca'�s
'yq(.
IN
TRUSS CONNECTOR SCHEDULE
FASTENERS PER
S71 AP
ALLOWABLE UPLIFT
PARALLEL LOAD (F2)
PERPEND. LOAD (Ft)
MARK
USP
CONNECTOR
TRUSS
TIE -BEAM OR WALL
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
TC-1
TA12
5 10d x 1-1 2'
-
990 1
9B0
335 1
670 1
245 1
190
TC-2
TA14
7 10d x 1-1 2'
-
1205
2410 1
1 335
670 1
245
490
TC-3
HTWM16
(8) 10d x 1-1 2"
4 1 4' x 1-3 4' WAS,
1225
=
1225
-
1225
-
TC-4
IHTA16
9 lOd x 1-12"
1 -
18701
710
13101
270
1215
TC-5
JHWO
20 10d x 1-112'
24 10d x 1-12'
1530
-
-
-
-
1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS Or SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD
SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST P014T FROM THE TOP OF THE BEAM.
RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS:
1. 0.113 INCH NOMINAL SHANK DIAMETER
2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER
J. 16 TO 20 RINGS PER INCH
4. 0.280 INCH FULL ROUND HEAD DIAMETER
5. 2 INCH NAIL LENGTH
DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1)
DIAPHRAGM NAILING
DIAPHRAGM
ZONE 1
ZONE 2
ZONE 3
PANEL
FRAMING
LOCA77ON
PANEL GRADE
THICKNESS
SPACING
BOUNDARIES
EDGE INTER.
EDGE INTER.
EDGE INTER.
REMARKS
ROOF
APA RATED SHEATHING
EXPOSURE 1, OR EQUAL
SPAN RATING 40120
19 32'
24' 0/C
MAX
8d RING=
SHANK
6' 0 C
8d RING-
SHANK
6' O C
8d RING-
SHANK
6' 0 C
8d RING-
SHANK
6' 0 C
8d RING-
SHANK
6' 0 C
8d RING-
SHANK
4' 0 C
8d RING -
SHANK
4' 0 C
BLOCKED AS
SHOWN ON PLAN
EXT.
WALL
APA RATED SHEATHING
EXPOSURE 1, OR EQUAL
SPAN RA71NG 40120
19132
16' 0/C
MAX.
8d RING-
SHANK
4' 0 C
Bd RING-
SHANK
4' 0 C
8d RING-
SHANK
6' 0 C
NAIL CORNER STUDS
AT 4' 0/C MAX TYPICAL
BLOCK FREE EDGES
INT.
WALL I
APA RATED SHEATHING
EXPOSURE 1, OR EQUAL
SPAN RATING 32116
15,132
16' 0/C
1 MAX.
8d RING=
SHANK
6' 0 C
8d RING-
SHANK
6" 0 C
8d RING-
SHANK
12' 0 C
BLOCK FREE
EDGES
'WALL HEIGHT
WALL HEIGHT
'WALL HEIGHT
HANGER SCHEDULE
US26 HANGER
GUS28-2 HANGER
TU210 HANGER
HUS28-2 HANGER
a: EDGE STRIP DEFINED AS THE LESSER OF 10%
OF 0SFTLBUENSpLEIFAN OR % OF4�OHEIGHT HNO
LEAST HORIZONTAL DIMENSION OF BUILDING AND
AT LEAST 3 FT.
I
1
I
I
� '4
I
F----------------�
I 1
I
I
O
J
a
V
NOTE: SEE DIAPHRAGM
2
2
SLHEDULE FOR ROOF ZONE
NAILING REQUIREMENTS.
---
ROOF ZONE DIAGRAM
P,
w
�
m
0
m
$
J
s
L0
-2
W
a
;
m
:D
y
2 LL
�
J
�
J Z
J
W
LL
n
Zcl
N
N 0
J
7
x
n
_j
Z
Z
C
O
0
a
cl
o
�o
a�
al
(v
20
�
@,
75
2_
�E(n
No�
�
�.
�c��8�o
2
E�°��
�m
Lb
'S
)wEEoMn
�
E
p
4a
tL
'j
.1...'
N.
Ln
Q1
c
C
N
�
O
Ov
`
N
/_11
(7
N
SE
Q
�
N
JLu-
J
N
CN
W
con
W a
A �)
I
O
O
1
dJ
0
O
!
N
U
O_J
a
W
1
1/4" = P-0" U.N.O.
TRUSS PLAN
A-6
28',
Z
�F
Ba'tti 3
8 x 8 /
105 cfm
6" 140ft \. �
Bedroom 3
,
0 X 1'0'
149 cfm
=" 8 5.1 ft
2.0 Ton F
2.5 Ton
Job #: Tacoma Lot-282
Performed by Skyetec for:
GHO Homes
3316 Bent Pine Dr
Fort Pierce, FL 34951
j FD E --:
j12 x 12
Dining
==T- 10",4Oft
12 x 12,
r
Kitchen
24x18
800 cfm
Tocoma
6 x 6
l7 cfm
j4",68ft
r
6 " 2.1 ft
r z 14 33.0 ft
16 11, 19.7ft
�_
i. _ _
4",60ft � Ox10
� 128 cfm
-6 x6 r
45 ,fm
Uidity
4.2
Off
Foyer
", 3.0 ft
File Copy
f
�8"153ft
967 9614 24.5 ft
7 cf
,: � Master Bath
_1
--- _____ 6 x 6
7j, i
6 x 6 i 2cfm
74 cfm -4', 10,5 ft
Schedule
OExhaust
Fan
R
Range Vent
D
Dryer Vent
Rheem Equipment
AHU
2.5 Ton 16 SEER RH1T36
Cond
2.5 Ton 16 SEER RA1630
AHU
2.0 Ton 16 SEER RH1T24
Cond
2.0 Ton 16 SEER RA1624
12 x U
177 cfm
`5.
N 9 ,12ft
Scale: 1 : 131
Page 1
Right -Suite® Universal 2017
17.0.04 RS000268
2016-Dec-21 10:32:29
...c\Tacoma Lot-282 GL N Custom.rup
PROJECT LOG
ISSUED FOR PRECON 1 12/06/16
ISSUED FOR PERMIT 01/23/17
d
m
0
m
o w
� J o
L w -o m
J Z ro J
LL �
J
n � �
z
C
Z d
a
Qa
o `a O
rn 0 �
0 `°
_ � z
N 2O
O •cn N O_ a-+
N O CJ N N
ra N
C N to O
"emu ru E .ST O N W
= tcu
Qj
-0 w
V ro
oU w E E o 2 oQ
o F2 av
V E L N
O v O- O a
r > N O v
x jr-3
a' c aj c o =
0 o �,o
z o V
Qj
-0 a
0
E
W, 66
v E
O
W c
u o
J'
a 01 C
(D
U �
O
J
L.L.
F
w
2f
O
Q
Op
0
O
�%
�
'S
w
Ow
5-
c~n
1/4" = 1'-0" U.N.O.
MECHANICAL
PLAN
ITidl
WARNING*
8 , (3
LL BEARING POINTS MUST BE
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
1) FOR THE ERECTIONBRACING FOLLOW
NSTRUCTIONS ON THE
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
BCSI-B1 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
INSTALLED PRIOR TO INSTALLING
EAST COAST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
FOR ERECTION AND INSTALLATION OF TRUSSES
RESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
NY TRUSSES! FAILURE TO DO SO MAY RESULT
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
FENGINEERING TRUSS DRAWINGS.
C q SYSTEMS
ODUC
truss sysTemis � rRoOucTs
u _
He Copy �
EASE' COAST TRUSS �
5285 ST. Ld)CIE RIND. FT. FIFiRCE, Fl, 349646
OFFICE: (772) 166-2180 FAX: (r72)466 5336
90, 8"
Gl1STOMFR:GHO Hompe
{
JOB NAME: Turner Residence
12' 0"
511611
27'211
282 Meadow Wood
18' 11 11/16" 376 5/16"
4' 6" 22' o"
L.LI
CIDDRESS:Lot
TY COUNTY:Ft. Pierce/ St. Lucie
1-
TO LOAD FACE OF GIRDER D01G
•-') CA 00 h co LO d' co N r
� rl- r, r� ti � � r' r U) M r
—5 ...) '7 —7 _ —7 n —9 n
/ffJ
L
I(?R # J3�9R8
y�
U U LL LL LL o to a 0 LL 0
W W W W W W W W W W W W W U
,'A
,JOB
MODEL:Taconna
SQ FT 6
_CJ1—CJ1
DATE 01/11/17 U\ 1 S I =
LG.�CJ3A
19'-4"19!
❑
U
OCY
U
CJ3(
eiciss.i.oia3lluegsrnOeC. noss+eme
".:
—EJ4
d 10'
z
r
LU
Z�
msec . e tlnW. R ht 9 , Cade a with the
ti a« ""nay"g copeo„..o;r
; no
7'2"
SETBAC
o CJ5 9' 4" WA
LL HEIGHT U N
EJ4 0 4 600
" iv
-v U :.0 _ - m s o A14G io 0
—EJ4 $ Uj Huszs A13 El r ? 9'-4" CLG. a
�EJ4 0 � o J o 3Q Tndicates Left End Of Truss 1
a)
. ..
r M LLOO (D N �.. :. : El L) H c = N OF
r
US26 Al2 aR�T�o' M - On Layout & Engineering 5he t
U v U v —EJ4 a t Y C)
m ... HUS26 All KN EWALL BY BUILDER r
" , —CJ1P 1 1'-()" VIIA1.1 I II::_KI I.i_
o
BEARING COLUMN TOP 11'-0" All
MG01 HUs26 A10G 1
CJ 1 ---� — I Q r--- -- — BEARING_COLUMN TOP AT 9-4" — — — I — — ^ EJ3P GUS 8-2
— fB . _
O r
HHUS28-2 HUS26
Il i !
o Huss 21 E1.1 in° c) i —EJ3P r ��� +r
CJ3 U U . A09.G eRa cotundi°F 1' 4 /16 I - co 1 Q -() WALL FIEIGI I1
F{Us2s c •Cdn. I . ,��;)' ,7, n„ O'. n„
.. _ _
HANGER SCHEDULE
I--IU'..'263 HANGER (STY. 43
HGIJ%r_)28-2 HANGER CITY. 2
HTIJ210 HANGER QTY.:3
HHUS28-2 HANGER CITY. 4
6 r—
NOTE
n
By approving this placement plan(s), signatured
anywhere on this sheet, the Customer or his
representitive acknowledges that this placement plan
complies with the structural intent of the project.
The customer also acknowledges that this approval
r
authorizes FAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this
drawing.
The customer also acknowledges that he/she accepts
—
financial responsibility for any repair, engineering, and
labor required due to errors other than those of EAST
COAST, TRUSS.
Signed: _ — Date:
ODE = FBC 2014fTP12007 ASCE 7-10
�
DESIGN CRIT RIA =MWFRS
OCCUPANCY ATEGORY= II
EXPOSURE=
<
MWF SPEED: 160
BUILDING TYPE =ENCLOSED
HEIGHT: 18
U)MEAN
GRAVITY LOADS
Q)
LU
FLOOR:
DURFACTOR=1.()
PSF=TCLL-T
DL-BCLL-BCDL
40.0,1
.0,0.0a.0
ROOF: D
JR FACTOR= 1.25
PSF=TOLL-TC
L-BOLL-BCDL
M
20.0,1
.0, 10.0* 10.0
U)
LOAD PER F13C: & FR
'NON -CONCURRENT BC ILL 10psf
CONCURRENT BC STORAGE ILL 20 psf
M
DEEINIT
MWF = MAIN WIND FORCE
0
C&C = COMPONENTS AND CLADDING
TOB = TOP OF REARING
TC = TOP CHORD
U,.I
13C = BOTTOM CHORD
W
11- = LIVE 1. AD
DI.- = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
I
It = POUND
0
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
0
ALL GIRDER/COLUMN LOADS MUST
0
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-0" OR MORE
0
1 U : S ' :a Ci °' _ - 30 -O
OUST BE SET WI111 A SPREADER BAR. THE
SPREADER BAR SHOULD BE AT LEAST 1/2
f0
,r_J
1/3 IN LENGTH AST IiE SPAN OF THE TRUSS
<
3EING SET.
OFFER TO BCI-B1 FOR COMPLETE_
/'1
-RECTION AND SAFETY PROCEDURES.
�*..'/
ALL_ )E- lM_S BYWVILD_L-R
CL
SUPPOOT
ANY PLANT SHELVES
1
4-
6-
Cl)
W
TRUSS PLAN`
1ENT PLAN
�(7
(114" if l)blttnrj )II„ r.rl I I -signed By: DI1