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PROPOSED FRONT ELEVATION
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27' X 36"
ATric
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L- - - - - -
SIMPSON "HTTN' TENSION TIE TO
BE LOCATED @ CORNERS AND
ON EACH SIDE OF
DOOR/WINDOW OPENINGS
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NEW
GARAGE
9070 GARAGE DOOR
22'-0"
HATCHING DENOTES
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2. DEMO CARPORT
I EXISTING & DEMO PLAN
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STORAGE % it?
3068
2668
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NEW 2"XN' FRAME
EXTERIOR WALL
13'-4" 12'-0" 101-01,
35-4"
PROPOSED FLOOR PLAN
-4
I HEREBY CERTIFY:
THAT THE CONSTRUCTION PLANS SHOWN HEREIN ARE IN COMPLIANCE WITH
CHAPTER 16, SECTION 1609 OF THE ENTIRE 5TH EDITION OF THE 2014 FLORIDA
BUILDING CODE FOR 140 M.P.H. ULTIMATE DESIGN WIND SPEED (RISK CATEGORY 11)
ALONG WITH THE ENTIRE 2014 FLORIDA BUILDING CODE, RESIDENTIAL.
ALL WORK SHALL �OMPLY WITH
PREVAILING Co
SU DES
FLORIDA ILDING CODE
NATIONAL ELECTRIC
CITY OF ZE COD� AND
P11YRHILLS O"&NANCES
C17-Y EW r)A7-,E
OF ZEPH-'-7--'
PLAN EXAMIN YRHI�LS
ER --L�
SQ. FT. CHART
AREA
SQ. FT.
GARAGE
298
STORAGE
120
TOTAL UNDER ROOF
418
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DATE: 6/14/2016
REVISION:
SCALE: ]IN'=`I'
SDI # 2016104
ARKAY # 16484
SHEET
I
PERMIT SET
1:1 j A 111111 P - I _A_
4ZFr- r)VF:PrP A KAP
C�11\
IT
SEE "JAMB DETAILS
FOR ADDITIONAL RIDGE
INFO. ALL WINDOW T
& DOOR HEADERS Li I
ROOF PLAN I
C,4
ELECTRICAL NOTES/KEY
(NOT ALL APPLY):
1) ALL ELECTRICAL CONSTRUCTION
AND/OR MODIFICATIONS SHALL
CONFORM WITH THE LATEST
EDITION OF THE NATIONAL
ELECTRIC CODE [N.E.C.I.
2) MINIMUM WIRE SIZE SHALL BE NO. 14
THW CU.
3) ALL OUTLETS TO BE AFI UNLESS
NOTED OTHERWISE
4) REQUIRED SERVICE SHALL BE
DETERMINED BY THE LOCAL
SUPPLYING ELECTRIC
COMPANY AND/OR AGENCY.
5) VERIFY EXACT LOCATIONS OF
OUTLETS, SWITCHES, ETC., WITH
OWNER AND/OR
GENERAL CONTRACTOR.
6) NEW SUB -PANEL TO BE TIED INTO
EXISTING PANEL PER LICENSED
ELECTRICIANS INSPECTION
S
- WALL SWITCH
- (3)WAY SWITCH
- 110 "CEILING" OUTLET
- 220 OUTLET
- CABLE
- SUB -PANEL - SIZE T.B.D.
- COACH LIGHT
- 48" (2-BULB)
ELE RICAL PLAN �
27-0"
-4
F: 7
A A.
A 4
41
tHATCHING DENOTES
A
MONOLITHIC SLAB
9
4
. 4"
Al
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[A
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12'-0" 101-91
I FOUNDATION PLAN I
I HEREBY CERTIFY:
THAT THE CONSTRUCTION PLANS SHOWN HEREIN ARE IN COMPLIANCE WITH
CHAPTER 16, SECTION 1609 OF THE ENTIRE 5TH EDITION OF THE 2014 FLORIDA
(Cl BUILDING CODE FOR 140 M.P.H. ULTIMATE DESIGN WIND SPEED (RISK CATEGORY 11)
ALONG WITH THE ENTIRE 2014 FLORIDA BUILDING CODE, RESIDENTIAL.
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DATE: 6/14/2016
REVISION:
SCALE: 1/4'!==I'
SDI # 2016104
ARKAY # 16484
SHEET
2
PERMIT SET
DOUBLE 2"X4" TOP PLATE
(2)- 2"X12" HEADER @ GARAGE
OPENING (UNLESS NOTED OTHERWISE
ON PLAN) & DOUBLE DOOR w/ 2"X8"
HEADER @ ALL OTHER LOCATIONS.
?"X4"
'X4" HEADER JACK
6d NAILS @ 12" O.C.
SIMPSON 'HTT4"
TENSION TIE
PRODUCT # 11496.1
2"X4" P.T. BOTTOM PLATE
DOOR JAMB DETAIL
SCALE: 1/2" V-0"
NOTES: WINDOWS MUST BE INSTALLED SUCH
THAT THE MAXIMUM GAP INBETWEEN THE FRAME
AND SUPPORT FRAMING IS 1/4".
INSTALL ALL WINDOW FRAME ASSEMBLIES
PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
TO ACHEIVE THE SPECIFIED DESIGN PRESSURES.
STRAP ENDS OF HEADERS WITH A USP OR SIMPSON
"LSTA24" STRAP TIE AT OPENINGS LESS THAN 5-0"
WIDE, AT OPENINGS 5-0" AND WIDER USE (2) USP
OR SIMPSON 1STA24" STRAPS AT EACH END.
DOUBLE 2"X4" TOP PLATE
'2)-2"Xl2" HEADER @ DOUBLE
WINDOW LOCATIONS & 2"X8"
HEADER @ ALL OTHER LOCATIONS
(4" HEADER JACK
NAILS @ 12" O.C.
2"X4" P.T. BOTTOM PLATE
WINDOW JAMB DETAIL
SCALE: 1/2" 1'-0"
TRUSS ANCHOR
PER NOTE BELOW
DOUBLE TOP PLATE (LAP SPLICES A
MINIMUM OF 48" & NAIL WITH 16D
NAILS AT 6" O.C. STAGGERED)
ANCHOR TRUSSES AS FOLLOWS:
-205# SHINGLES OVER
15# ROOFING FELT
- 1 /2" C.D.X. PLYWOOD OR 7116" OSB
(2-M-W RATING) w/ H-CLIPS OVER
PRE-ENGINEERED WOOD TRUSSES
@ 24" O.C.
12
SEE ELEVATION
ALUMINUM DRIP EDGE
ROOF UPLIFTS OF 455# AND LESS USE (1) �D
USP "RT3" OR SIMPSON "1-13" HURRICANE TIE.
FOR UPLIFTS OF 456# UP TO 910# USE (2)
USP "RT3" OR SIMPSON "1-13" HURRICANE TIES.
UPLIFTS OF 911 # UP TO 1,450# USE A USP
I
"HTW20" OR SIMPSON "HTS20" TWIST STRAP.
WINDOW SILL
INSULATE WALL WITH R- 19 INSULATION
AND FINISH INSIDE WITH 1/2" DRYWALL
PER OWNERS SPECIFICATIONS.
PRESSURE TREATED BOTTOM PLATE &
1/2" J-BOLTS X 8" LONG @ 24" O.C.
(USE 2" WASHERS ON J-BOLTS).
(SEE J-BOLT NOTE).
&4-
4" CONCRETE SLAB REINFORCED W/6X6-
10/10 W.W.F. OR FIBERMESH OVER A 6 MIL.
VAPOR BARRIER ON TERMITE POISONED
COMPACTED FILL. R
%
STEMWALL NOTE: STEMWALL HEIGHT TO BE DETERMINED A
PER THE OWNER & CONTRACTOR TO FIT THE SITE
(MAXIMUM 4 COURSES IN HEIGHT - IF MORE THAN 4
RSES
RE NEEDED
CONT
CT ENGINEER PRIOR
r
2'-0"
MAXIMUM
MIN. 2"x4 FASC�IA
& SOFFIT
FOR HEADER SIZES SEE
"JAMB DETAILS"
1/2" PLYWOOD OR 7116" O.S.B.
(2-M-W) RATING NAILED WITH
8D NAILS SPACED AT 3" O.C.
ALONG ALL HORIZONTAL JOINTS
& EDGES; 6" O.C. ALONG ALL
VERTICAL JOINTS & EDGES AND
STUDS SPACED AT 16" O.C.
EXTERIOR FINISH
SEE ELEVATIONS
Z
APPROX. GRADE 10
C14
-
TO FOUNDATION POUR).
8" DEEP X 16" WIDE FOOTING
WITH (2)-#5 REBAR X CONT. APPROX. GRADE
(PLACE (2)-#5 L-BARS WITH
1 18"
30" LEGS AT ALL CORNERS). L
6"
OR 12"
USE A 18" DEEP X 12" WIDE THICKENED
SLAB EDGE POURED MONOLITHIC WITH NOTE: BOTTOM OF FOOTING SHALL BE A MINIMUM
FLOOR SLAB & REINFORCED W/(2)-#5 OF 12" BELOW "UNDISTURBED" GRADE OR SOIL
REBAR X CONTINUOUS. COMPACTION TESTING WILL BE REQUIRED.
TYPICAL WALL SECTION
SCALE: 3/4" = 1'-0"
J-BOLT NOTE: J-BOLTS MAY BE REPLACED BY A 1/2" x 7" LONG
RED HEAD RAWL STUD (4" MINIMUM EMBEDMENT).
BACKNAIL w/ (2)-16d NAILS
(TYPICAL)
2"X4" (#2 YELLOW PINE) ANGLED
BRACING AT 48" O.C. ALONG GABLE
END. NAIL ENDS TO 2"X4" BLOCKING
WITH (6)-16d NAILS AT EACH END
AND NAIL TO 2"X4" WEB BLOCKING
WITH (2)-16d TOE NAILS
5" MIN.
12" MIN.
45 DEGREES
MAXIMUM
SIMPSON "H3" FRAMINC
ANCHOR - TYP.
2"X8" RIDGE BOARD
VERTICAL SCAB -
BEVEL CUT - TYP:
SIMPSON "H3" HURRICANE
STRAP @ 48" O.C. - TYP.
PA# 10456.13
ROOF SHEATHING
FOUR 16D TOE NAILS @
RIDGE BOARD END
2"X6" #2 S.Y.P. VALLEY
FRAMING - TYP.
SECTION "All "All
TRUSSES BELOW
SHEATHING PRIOR TO
VALLEY FRAMING
INSTALLATION
2"X6" #2 S.Y.P. VALLEY
FRAMING - TYP.
2"X4" NAILERS - TYP.
2"X4" (#2 YELLOW PINE) WEB BLOCKS NAILED
INBETWEEN WEBS WITH (2)-16d NAILS AT EACH END
2"X4" (#2 YELLOW PINE) OUTRIGGERS AT 24" O.C.
17 CONNECT OUTRIGGER TO GABLE TRUSS WITH A
SIMPSON "H2.5" HURRICANE CLIP JPRODUCT# 10456.11
GYPSUM WALL
BOARD
DOUBLE PLATE
GABLE END DETAIL
SCALE: 1/2" = F-0"
(FLAT CLG.)
2'-0' NOTE:
MAX.
"STEP DOWN" GABLE TRUSS & OUTRIGGERS CAN BE
ELIMINATED AT ROOF OVERHANGS 12" AND LESS.
WALL
SHEATHING
_., L" BRACE TO EXTEND AT LEAST 90%
OF WEB LENGTH (SEE TABLE) C�Kv
IN
\\—"STEPPED DOWN"
GABLE END TRUSS
USP OR SIMPSON 1STA21
AT 2'-0" O.C. (TYP.)
l" BRACING REQUIREMENTS (#2 YELLOW PINE)
STUD
SPACING
NO
L-BRACING
(1) 2" X 4"
L-BRACING
(2) 2" X 4"
L-BRACING
(2) 2" X 6"
L-BRACING
16"
0'-0" - 4'-5"
4'-5" - 8'-0"
8'-0" - 12'-0"
12'-0" - 16-0"
24"
0'-0" - 4'-0"
N-0" - 7'-0"
7'-0" - 10'-0"
10'-0" - 14'-0"
Lu
0
0
Lu
0
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5-0"
OVERFRAME CHART
USE 2"X6" #2 S.Y.P. RAFTERS @ 24" O.C.
- FROM 12'-3" TO 15--1 0"
USE 2"X8" #2 S.Y.P. RAFTERS @ 24" O.C.
- FROM 15- 11 " TO 18'- 10"
USE 2"X 10" #2 S.Y.P. RAFTERS @ 24" O.C.
- FROM 18'- 11 " TO 22'- 1
USE 2"XI 2" #2 S.Y.P. RAFTERS @ 24" O.C.
- FROM 22'-2" TO 25-0"
CONTRACTOR NOTES:
OVERFRAME W/ 2"X6" S.Y.P. BEAMS MIN.
SEE CHART ABOVE FOR ADDITIONAL INFO.
2"X4" VERTICAL SCAB @ 48"
O.C. MAX. ATTACH W/ FOUR
2"X8" RIDGE BOARD
16D NAILS @ TOP & USE
SIMPSON "1-13" HURRICANE
CLIP @ BOTTOM
CONTINUOUS 2"X4"
TYP. - TWO
NAILER
16D NAILS PER TRUSS 2"X6" #2 S.Y.P. VALLEY
r-�
FRAMING - TYP.
@ Bo OM
2 ,X6. #2 S-Y-P_
FRAMING - TYF
SIMPSON "1-13" HURRICANE
STRAP @ 48" O.C. - TYP.
PA# 10456.13
SIMPSON "H3" FRAMING —J
ANCHOR - TYP.
ROOF VALLEY DETAIL
NOT -TO -SCALE
ROOF EDGE
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L5-0j-
8D RING SHANK NAILS @ 6" O.C. AT EDGES
8D RING SHANK NAILS @ 12" O.C. INTERMEDIATE
ZONES @0 8D RING SHANK NAILS @ 6" O.C., 4" O.C. @ ROOF
EDGES, RIDGE LINE, OR GABLE ENDWALL
ROOF SHEATHING NAILING
SCALE: 1/4" l'-O"
5-0"
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I HEREBY CERTIFY:
THAT THE CONSTRUCTION PLANS SHOWN HEREIN ARE IN COMPLIANCE WITH
CHAPTER 16, SECTION 1609 OF THE ENTIRE 5TH EDITION OF THE 2014 FLORIDA
BUILDING CODE FOR 140 M.P.H. ULTIMATE DESIGN WIND SPEED (RISK CATEGORY 11)
ALONG WITH THE ENTIRE 2014 FLORIDA BUILDING CODE, RESIDENTIAL.
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DATE: 6/16/2016
REVISION:
SCALE: 1'= Y-0"
SDI # 2016104
ARKAY # 16484
SHEET
3
PERMIT SET
SHARED LEGEND: (NOT ALL APPLY)
EXISTING
PROPOSED
NOMINAL 2X4" STUD WALLS NOTE: DIMENSIONS ARE SHOWN TO NOMINAL ROUGH
WOOD FRAME AND NOMINAL MASONRY UNITS. INTERIOR WALLS ARE SHOWN AT 4"
AND MASONRY WALLS ARE SHOWN AT 8" UNLESS NOTED. INTERIOR CLEAR
DIMENSIONS VARY DUE TO CHANGES IN FINISH MATERIALS
GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE ENTIRE 5TH EDITION OF THE 2014 FLORIDA
BUILDING CODE AND THE 2014 FLORIDA BUILDING CODE - RESIDENTIAL.
ARKAY ENGINEERING, LLC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS
STRUCTURE.
THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS:
FLOORS: GARAGE SLAB:
LIVE LOAD - 40 P.S.F. LIVE LOAD - 50 P.S.F.
DEAD LOAD - 10 P.S.F. DEAD LOAD - 10 P.S.F.
ROOF:
LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F.
DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. (15 P.S.F. WHEN TILE ROOFING IS INSTALLED)
DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F.
ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 7 P.S.F.
WIND:
BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2014 FLORIDA
BUILDING CODE, RESIDENTIAL - SECTION R301.2. 1. 1. AND 2014 FLORIDA BUILDING CODE SECTION
1609.1.1.
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - 11
MEAN ROOF HEIGHT 30'OR LESS
HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT 0. 18
WIND SPEED SHOWN IN ADJACENT TABLE
ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND
INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION
PER FBC 602.5
SOIL BEARING & COMPACTION:
COMPONENT & CLADDING WIND LOADS
(140)
BUILDING
ROOF
ALL OTHER
ZONE
OVERHANG
COMPNENTS
LOADS
I
N/A
+32.3/-35.3
2
-65.7
+32.3/-56.2
3
-110.6
+32.3/-89.0
4
N/A
+35.3/-38.2
5
N/A
+35.3/-47.2
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL ON
THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F. FOUNDATION
LOADING.
ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING
COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR
PERFORMING ANY SOIL TESTING.
ARKAY ENGINEERING, INC. SHALL NOT BE RESPONSIBLE FOR THE SITE SOILS ABILITY TO SUPPORT THE
BUILDING LOADS.
FOUNDATIONS & SLAB -ON -GRADE:
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN
ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY COMPACTED AND
TERMITE POISONED SOIL. CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM
28 DAY COMPRESSIVE STRENGTH OF 3,000 P.S.I.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615.
LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR
#7 REBAR.
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER FINAL SITE
GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT STEMWALL HEIGHT
BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ARKAY
ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR
THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING
STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
DETACHED GARAGE/SHOP
FOR "THE HARRINGTON FAMILY
LOCATED AT: 38735 7TH AVE. ZEPHYRHILLS, FL
TRUSSES:
IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE TRUSS SYSTEM LAYOUT FROM THOSE
SHOWN ON THESE PLANS ARKAY ENGINEERING, INC. IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE
WITH THE DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT.
EXTERIOR WINDOWS & DOOR ASSEMBLIES:
ALL EXTERIOR WINDOW & GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101 /IS2 STANDARDS AND BEAR
AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING
ENTITY.
ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN
LOADS TO THE ROUGH OPENING SUBSTRATE.
INSTALL ALL WINDOW & DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS TO ACHEIVE THE DESIGN
PRESSURES SPECIFIED.
ELECTRICAL, PLUMBING & MECHANICAL:
IN ACCORDANCE WITH CHAPTER 471.003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE; ELECTRICAL, PLUMBING AND MECHANICAL
SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND
MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HISMER REQUIREMENTS.
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED
INTO A GROUND -FAULT INTERRUPTER 'GFI" CIRCUIT.
ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER "Al'i" CIRCUIT.
SAFETY GLAZING:
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING PER THE FLORIDA BUILDING
CODE, RESIDENTIAL - SECTION R308:
(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES.
(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZ�NG �N ANY PORTION OF Al BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE
GLAZ NG S LESS THAN 60 NCHES ABOVE THE DRAIN INLET.
(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24
INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FINISHED
FLOOR OR WALKING SURFACE.
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3)
ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT.
B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING.
REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS
LOCATION FOR THE PURPOSE OF GLAZING.
TIMBER MATERIALS:
ALL TIMBER MATERIALS SHALL BE AS FOLLOWS:
LVL BEAMS SHALL BE (1.9E) MICROLLAM LVL MATERIALS MANUFACTURED BY TRUSJOIST MACMILLAN (OR EQUAL).
LUMBER UTILIZED IN BOTTOM PLATES, TOP PLATES, POSTS, STUD PACKS AND BEAMS SHALL BE #2 YELLOW PINE (OR BETTER).
EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE #2 SPRUCE (OR BETTER). ALL OTHER STUDS SHALL BE "STUD GRADE"
SPRUCE.
PSL POSTS SHALL BE (1.8E) PARALLAM PSL MATERIALS MANUFACTURED BY TRUSSJOIST MACMILLAN (OR EQUAL). SEE "POST SUPPORT
TABLE" ON THIS SHEET FOR LOAD VALUES.
EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2" PLYWOOD OR 7116 O.S.B. (2-M-W RATING) NAILED WITH BID NAILS SPACED AT 3"
O.C. ALONG ALL HORIZONTAL JOINTS & EDGES; 6" O.C. ALONG ALL VERTICAL JOINTS & EDGES AND 12" O.C. ALONG ALL INTERMEDIATE
STUDS.
AT OPENINGS 5-0" WIDE OR LARGER, STRAP HEADER BEAM TO THE HEADER STUDS WITH (2) USP OR SIMPSON 1STA24" STRAP TIES AT
EACH END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION WITH A USP OR SIMPSON "H716" TENSION TIE.
ANCHOR WOOD SHEARWALL SEGMENTS TO FOUNDATION WITH A USP OR SIMPSON "HTTI 6" TENSION TIE AT EACH END OF WALL
SEGMENTS AND AT ANY WALL SEGMENT INTERSECTIONS (BUILDING CORNERS).
ANCHOR TRUSSES AS FOLLOWS:
ROOF UPLIFTS OF 4554 AND LESS USE (1) USP 'RT3" OR SIMPSON 'H3 HURRICANE TIE.
FOR UPLIFTS FROM 456# UP TO 9 10# USE (2) USP "RT3" OR SIMPSON "H3, HURRICANE TIES.
UPLIFTS FROM 911 # UP TO 1,450# USE A USP "HTW20" OR SIMPSON "HTS20" TWIST STRAP.
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED PRIOR TO REQUESTING THE
FRAMING INSPECTION.
IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE 'USP" OR "SIMPSON" CONNECTORS
SHOWN.
NOTES:
1) ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BUILDING, PLUMBING CODES LATEST
EDITIONS, AND THE NATIONAL ELECTRIC CODE (NEC).
2) ALL CONSTRUCTION SHALL CONFORM TO LOCAL BUILDING CODES.
3) ANY CHANGES TO THESE PLANS MUST BE APPROVED BY THE DESIGN ENGINEER AND THE
BUILDING DEPARTMENT PRIOR TO CONSTRUCTION.
4) THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND BUILDING SETBACK, AND REPORT ANY
DISCREPANCIES TO THE DESIGN ENGINEER PRIOR TO CONSTRUCTION.
5) PRE-ENGINEERED TRUSS DESIGN AND CALCULATIONS MUST ACCOMPANY THIS PLAN, AND IS
PROVIDED BY OTHERS.
6) ALL FINISHES, COLORS, TEXTURES, AND SPECIAL APPURTENANCES MUST BE SPECIFIED BY THE
OWNER OR CONTRACTOR.
7) THE CONTRACTOR IS TO VERIFY THE SLOPE OF THE LOT PRIOR TO CONSTRUCTION. IT MAY BE
NECESSARY TO DESIGN SPECIAL FOOTINGS WHICH ARE NOT SHOWN HERE. PLEASE NOTE
THE LIMITATIONS OF THE FOOTINGS SHOWN IN THE DETAILS.
8) TRUSS ENGINEERING SHALL BE PROVIDED TO THE DESIGN ENGINEER FOR REVIEW AND IS
REQUIRED PRIOR TO ANY COMMENCEMENT OF CONSTRUCTION. TRUSS MANUFACTURER
MAY REQUIRE ADDITIONAL FOOTINGS NOT SHOWN. SEE TRUSS DRAWINGS FOR EXACT
LOCATIONS OF FOOTINGS.
9) IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO VERIFY THE CONSTRUCTION PLANS
FOR DESIGN, SITE CONDITIONS, ETC. PRIOR TO COMMENCING CONSTRUCTION.
SOIL TERMITE TREATMENT: PER FBC 2304.11 & FBC-RESIDENTIAL R318
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL -APPLIED PESTICIDES, BAITING SYSTEMS AND
PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECT10N LABELED FOR USE AS A PREVENTATIVE
TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE
OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE
FOLLOWING STATEMENT:'7HE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
TREATMENT IS ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES."
IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION
PERIMETER SHALL BE DONE AFTER ALL EVACUATION, BACKFILLING AND COMPACTING IS COMPLETE (PER FBC 1816.1.1)
IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, SOIL AREA DISTRIBUTED AFTER INITIAL CHEMICAL SOIL TREATMENT
SHALL BE RETREATED WITH A CHEMICAL SOIL TREATMENT, INCLUDING SPACES BOXED AND FORMED (PER FBC 1816.1.2)
IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE
SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTICS OR METAL
PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL
TREATMENT (PER FBC 1816.1.3.)
IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A
MINIMUM 6 MILLIMETER VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER
PLACEMENT, RE -TREATMENT IS REQUIRED. ANY WORK, INCLUDING PLACEMENT OF REINFORCED STEEL, DON'T AFTER CHEMICAL TREATMENT
UNTIL THE CONCRETE FLOOR 15 TREATED IS POURED, SHALL BE DONE IN SUCH A MANNER AS TO AVOID PENETRATING OR DISTURBING
TREATED SOIL (PER FBC 1816.1.4.)
IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, CONCRETE OVER -POUR OR MORTAR ACCUMULATED ALONG THE
EXTERIOR FOUNDATION SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT TO ENHANCE VERTICAL PENETRATION OF THE
CHEMICALS (PER FBC 1816.1.5.)
IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL
EXTERIOR CONCRETE OR GRADE WITHIN I FOOT (305MM) OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO VERTICAL CHEMICAL BARRIER
SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IN COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER
INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED (PER FBC 1816.1.6)
IF A REGISTERED TERMITICIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM IS USED FOR SUBTERRANEAN TERMITE PROTECTION, FBC
1816.1.1. THROUGH 1816.1.6. DO NOT APPLY: HOWEVER, A SIGNED CONTRACT ASSURING THE INSTALLATION, MAINTENANCE AND
MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF 5 YEARS FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY SHALL BE
PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE INSTALLED PRIOR TO THE FINAL
BUILDING APPROVAL. IF THE BAITING SYSTEM DIRECTIONS FOR USE REQUIRE A MONITORING PHASE PRIOR TO INSTALLATION OF THE
PESTICIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE MONITORING PHASE COMPONENTS SHALL BE DEEMED TO CONSTITUTE
INSTALLATION OF THE SYSTEM (PER FBC 1816.1.7)
IF A REGISTERED TERMITICIDE FORMULATED AND REGISTERED AS A WOOD TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION,
SECTION 1816.1.1 THROUGH 1816.1.6. DO NOT APPLY. APPLICATION OF THE WOOD TREATMENT TERMITICIDE SHALL BE AS REQUIRED BY
LABEL DIRECTIONS FOR USE, AND MUST BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. CHANGES IN FRAMING OR ADDITIONS TO
FRAMING IN AREAS OF THE STRUCTURE REQUIRING TREATMENT THAT OCCUR AFTER THE INITIAL WOOD TREATMENT MUST BE TREATED PRIOR
TO FINAL BUILDING APPROVAL (PER FBC 1816.1.8.)
PROTECTIVE SLEEVES AROUNDING PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE CELLULOSE -CONTAINING
MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL
THICKNESS OF 0. 10 INCH (0.254 MM), AND BE SEALED WITH 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 (PER FBC 1816.2)
140 MPH (3 SEC. GUST)
WINDOWS (ENCLOSED BUILDING)
WINDOW
CALL -OUT
SQUARE
FOOT
WIND PRESSURE
ENDZONE
POSITIVE NEGATIVE
2024
4
+35.3
-47.2
2030
6
+35.3
-47.2
2038
7
+35.3
-47.2
2044
8
+35.3
-47.2
2050
10
+35.3
-47.2
2060
12
+35.0
-46.6
2424
5
+35.3
-47.2
2430
1 7
+35.3
-47.2
2438
8
+35.3
-47.2
2444
10
+35.3
-47.2
2450
11
+35.1
-46.9
2460
14
+34.7
-45.9
2824
6
+35.3
-47.2
2830
8
+35.3
-47.2
2838
9
+35.3
-47.2
2844
11
+35.1
-46.9
2850
13
+34.8
-46.2
2860
16
+34.3
-45.3
3024
1 7
+35.3
-47.2
3030
9
+35.3
-47.2
3038
11
+35.1
-46.9
3044
13
+34.8
-46.2
3050
15
+34.5
-45.6 1
3060
18
+34.0
-44.6
3424
1 7
+35.3
-47.2
3430
10
+35.3
-47.2
3438
12
+35.0
-46.6
3444
14
+34.7
-45.9
3450
16
+34.3
-45.3
3460
20
+33.7
-44.0
3824
8
+35.3
-47.2
3830
11
+35.1
-46.9
3838
13
+34.8
-46.2
3844
15
+34.5
-45.6
3850
18
+34.0
-44.6
3860
22
+33.6
-43.7
4024
9
+35.3
-47.2
4030
12
+35.0
-46.6
4038
14
+34.7
-45.9
4044
17
+34.2
-45.0
4050
20
+33.7
-44.0
4060
24
+33.4
-43.4
*IMPORTANT NOTE: IF NOT OTHERWISE NOTED,
ALL WINDOWS FOR THE 140 MPH WIND SPEED
MUST BE RATED FOR +35.3/-47.2 P.S.F.
PRESSURES.
140 MPH (3 SEC. GUST)
WINDOWS (ENCLOSED BUILDING)
WINDOW
CALL -OUT
SQUARE
FOOT
WIND PRESSURE
END ZONE
POSITIVE NEGATIVE
12
3
+35.3
-47.2 1
13
5
+35.3
-47.2
14
7
+35.3
-47.2
15
8
+35.3
-47.2
16
10
+35.3
-47.2
1/232
5
+35.3
-47.2
1/233
7
+35.3
-47.2 1
1/234
9
+35.3
-47.2
1/235
1 12
+35.0
-46.6
1/236
14
+34.7
-45.9
30X26
5
+35.3
-47.2
30X38
8
+35.3
-47.2
30X50
10
+35.3
-47.2
30X63
13
+34.8
-46.2
30X72
15
+34.5
-45.6
22
6
+35.3
-47.2
23
10
+35.3
-47.2
24
13
+34.8
25
16
+34.3
-45.3
26
19
+33.9
-44.3 1
48X26
8
+35.3
-47.2 1
48X38
12
+35.0
-46.6
48X50
16
+34.3
-45.3
48X63
21
+33.6
-43.9
48X72
24
+33.4
-43.4
32
9
+35.3
-47.2
33
14
+34.7
-45.9
34
18
+34.0
-44.6
35
23
+33.5
-43.6
28
1 +33.1
-42.9 1
140 MPH (3 SEC. GUST)
OPENINGS (ENCLOSED BUILDING)
WINDOW OR DOOR
OPENING SQ. FT.
WIND PRESSURE
END ZONE
POSITIVE NEGATIVE
10
+35.3
-47.2
20
+33.7
-44.0
30
+33.0
-42.6
40
+32.3
-41.2
50
+31.6
-39.8
60
+31.3
-39.2
70
+31.0
-38.6
80
+30.6
-37.9
90
+30.3
-37.3
100+
+30
1 -36.7
FLORIDA PRODUCT APPROVAL LIST
MANUFACTURER
PRODUCT
PA #
GAF
SHINGLED ROOFING
10124.1
MI
SINGLE HUNG WINDOWS
15217.2
GAF
#30 FELT - UNDERLAYMENT
15487.1
PLY GEM
VINYL SOFFIT
17636.1
SEMCO
OFF RIDGE VENTS
16994.1
THERMA TRU
SINGLE DOOR
9196.1
THERMA TRU
DBL DOORS
15036.4
JAMES HARDIE
HARDIE BOARD SIDING
10477.1
OVERHEAD
SECTIONAL GARAGE DOOR
14170.8
AREA VENTILATION REQUIRED - UPPER & LOWER PROVIDED
418 S.F. ATTIC AREA / 300 = 1.39 X 144 = 200 / 2 = 100 SI.
UPPER & LOWER VENTILATION REQUIRED
UPPER VENTILATION REQUIRED
2 SEMCO LOW PROFILE OFF RIDGE VENTS AT 70 SUEACH = 140 > 100 SI.
LOWER VENTILATION PROVIDED
16 FT. SOFFIT VENTS (MIN) AT 6.42 SUFT = 103 > 100 SI.
SQ. FT. CHART
AREA SQ. FT.
DETACHED GARAGE/SHOP 418
1
"NO" MECHANICAL TO BE INSTALLED
I HEREBY CERTIFY:
THAT THE CONSTRUCTION PLANS SHOWN HEREIN ARE IN COMPLIANCE WITH
CHAPTER 16, SECTION 1609 OF THE ENTIRE 5TH EDITION OF THE 2014 FLORIDA
BUILDING CODE FOR 140 M.P.H. ULTIMATE DESIGN WIND SPEED (RISK CATEGORY 11)
ALONG WITH THE ENTIRE 2014 FLORIDA BUILDING CODE, RESIDENTIAL.
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DATE: 6/16/2016
REVISION:
SCALE: 114"
SDI # 2016104
ARKAY # 16484
SHEET
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