HomeMy WebLinkAbout22-5136City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
� MIN AMIN111.111771111,11
, 1111117 M
BAR-0051 36-2022
Issue Date: 03/16/2023
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
e MUSt Accompany Application. All work shall be perrormed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
wa L4�n26 *Z.
PEfAIT OFFICEC)
S WITHOUT APPROVED INSPECTION
EXISTING PARTIAL
E,45T ELEVATION 1/411 _ 11 011
FROP05ED F '4111RTIAL
E 45T ELEVATION 1/411 = 11 011
PROP05ED 1=ART I AL
NORTH ELEVATION 1/411 _ 11 011
PRODUCT CATEGORY
APPROVED PRODUCT LIST
SUB CATEGORY MANUFACTURER
STATE OF FL,
APPROVAL "
STRUCTURAL COMPONET
H3, HIOA
SIMPSON
FL 1045E
STRUCTURAL COMPONET
LT512
6IMP50N
FL 13512
ROOFING
ASPHALT
GAF SINGLES ALL
FL 10124.1
ROOFING
UNDERLAYMENT
GAF
FL 10626.1
SINGLE HUNG
WINDOWS
NON IMPACT
�LYGEM 1500
FL 16103.1
SOFFIT d FASCIA TRIM
SOFFIT AMERICAN CONSTRUCTION METALS
FL 12019.1
EXTERIOR DOORS
SINGLE SWINGING
PLAST PRO
FL 15221,E
WALL SIDING
VINYL LAP
CERTAINTEED CORP
FL 1513.1
t-
0
r
L1 I II 1111d I -1 - - ----� - !'1- 1 _' I' _
T-/ - T i -7- 7-
CUT OPENING- IN WALL AT
N THIS LOCATION TO ADD
///NEW WINDOW
ul EXISTING
n BEDROOM ��
REMOVE ALL SIDING FROM TH115 WALL
AND REPLACE WITH 1/2' GYP51JM BRD
TRIM AROUND WINDOWS AND DOORS
WITH CA51N(
EXISTING
LIVING RM
REMOVE ALL HATCHED
OPENINGS AND FRAME
FILL OPENINGS
�
XISTING DOORS TO REMAIN
EXIS�GS�
,DINING RM/
EXISTING WOOD BEAM AND POST SUPPORT
EXISTING LOW SLOPE ROOF TO BE REMOVED
BACK TO EXISTING WALL OF HOUSE TO ALLOW
FOR ADDITION
1•I — — — — — — — — — — — — — — — — — — z — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
IIII
25 SH
25 SH
1/2" A301 ALL THREAD ROD LOCATIONS WITI-1 5/3"Xl" I 2' 0" I 11 OII I 111 OII
EXPANSION (1/2°50LT SIZE) AT 5LAB. DRILL 4" HOLE
IN SLAB AND USE 5IMP50N STRUCTURAL ADHESIVE EXISTING CONCRETE SLAB EDGE
OR AN EOUAL EPDXY TO SECURE ROD I. t HOLE. ROD HAS EXISTING FOOTINGS AND CAN
TO EXTEND THROUGH' TOP FLATS WITH I/2"X2'X2" 50~JARE SUPPORT LOAD FROM NEW WALL
WASHER AND NUT AT TOP. PLACE RODS AT EAR' SIDE
AND ROOF OF THE ADDITION
OF OPENINGS, CORNERS AND SPACED MAXIMUM
OC
40' 0"
25 SH
3'OI'X6V,
RARTIAL FLOOR f=LAN 1/411 = 11 011
ALL EXTERIOR WALLB ACT AS SHEAR WALLS
DIMENSIONS ARE APPROXIMATE AND MUST
BE FIELD VERIFIED BY CONTRACTOR BEFORE
CONSTRUCTIONS BEGINS
THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY
WITH ALL OF THE LOADING REQUIREMENTS - SECTION 1103 "STRUCTURAL"
OF THE FLORIDA BUILDING CODE 2020 - EXISTING BUILDING ITH EDITION
40' 0"
/EXISTING
BEDROOM
EXISTING
SH EGRE
0
EXISTING
SH EGRE
OII
fv JR K ,H ,I..: ' ,(-`MPLY WITH PREVAILING
BUILDING CODE,
:A.TfUNAL ELECTRIC CODE,
AND THE CITY Or. ZEPHYRHILI38
ORDINANCES
CONVERT EXI5TING
FORCN 4RE,4 TO
LIVING AREA 2aO 5Q. FT,
ui
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ADDITION Q
L I V I p6 1 d00 SQ, ET. 0
VI U D/ TE 0
�t� OF ZE -
PLAN L,�MINER PFIYHl! � �
EX15TING FOUNDATION PLAN 1/411 = 11 011
aWIMIdi"j..
DIMENSIONS ARE APPROXIMATE AND MUST �� 0111 l ez.
BE FIELD VERIFIED BY CONTRACTOR BEFORE ,�,�►++,.+++•+,,+, +/r
CONSTRUCTIONS BEGINS���,r+„A/�,I,k
�• t L,'RZgfI P.E, jC#N&E NO. 38654
j .iOX l DOSE C1�Y, FL 3352E
00
I HERE +�fhFs��T� i'e SANS AND SPECIFICATIONS
y •a eee•
WERE PR DER MY DIRECT SUPERVISION
ARE IN CO F AFTER 16, SECTION 1609 OF THE
FLORIDA BUILID1 2020 1 TH EDITION AND ASCE i-16
FOR 139 MPH WIND ZONE RISK CATEGORY 11 AND THE ENTIRE
2020 BUILDING CODE RESIDENTIAL -1 TH EDITION
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2 X4 NAILER5
(TYP.)
2" X 8" RIDGE BOARD
CONT. 2"X411—�
n II USP "RT3" OR
SIMPSON "H3"
HURR. STRAP 10
48" O.C, TYP.
2" X 8" RIDG
VERT, 5CA
BEVEL C
TYP,
CONT, 2"X4
NAILER TYF
(2-I6D NAIL'
PER TRUSS
U5P 'IRT311
51MPS0N "1-13"
HURR. STRAPSECTION 11,411-IIAII
48" O.C. TYP,
END NOT EXPOSED TO WIND
ROOF VALLEY E)ETAIL
NOT -TO -SCALE
L CTR ICAL 4 HVAC FLAN 1/4 � 1► oil
2"X411 VERTICAL SCAB a 48" O.C.
(MAX.) CONN, W/ 4-16D NAILS w
TOP d USP "RT311 OR SIMPSON "1-13"
HURRICANE CLIP AT BOTTOM.
2" X 4" ("2 YELLOW PINE)
RAFTERS -0 24" O.C.
USP IIRT311 OR
SIMPSON 1IH311
HURR. STRAP a)
EACH END
SIMPSON H3 FRAMING
ATHING
4-16D TOE NAILS w
RIDGE BOARD END
ELECTRICAL
LEGEND �1
SWITCH
(( ))
VANITY LIGHT
I
IIG V
IIOY LIGHT
1WP
110 `/
CAN BE CEILING
WATERPROOF
OR WALL (TYP)
��J 0
OUTLET
RU55E5 BELOW SHEATHED
RIOR TO VALLEY FRAMING
15TALLATION.
X 6" (02 YELLOW PINE)
VALLEY FRAMING (TYP.)
COMMON TRUSS
GENERAL LOADS
TYPE OF LOAD
LIGHTING LOAD 400 SQ FT X 3VA
1200
OUTLETS II CIRCUITS X 100 VA
1930
TOTAL VA 3180
LOAD
LIGHTING, SMALL APPLIANCE,
LAUNDRY FIRST 3000VA X 100 %
TOTAL
3000 VA
LIGHTING, SMALL APPLIANCE
LAUNDRY REMAINING IIS 2VA X 35 9.
TOTAL
41 VA
TOTAL
3041 VA
LARGE LOADS
MINI SPLIT UNIT
4500 VA
TOTAL
1541 VA
TOTAL VA 1541 VA
CONVERT VA TO AMPS
1541 DIVIDED BY 240 VOLTS
32 AMPS
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AND AT EXTERIOR LOCATIONS
SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT
ALL REMAINING 15AMP/20AMP OUTLETS IN HABITABLE AREAS TO WIRED INTO A ARC -FAULT
INTERRUPTER "AFI" CIRCUIT
SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT
TO BEDROOM AND OTHER LIVING AREAS
CARBON MONOXIDE ALARM MUST BE INSTALL WITHIN 10'0" OF EACH ROOM USED FOR SLEEPING PURPOSES
WHEN BUILDING HAS A FOSSIL FUEL BURNING HEATER OR APPLIANCE, A FIREPLACE OR AN ATTACHED
GARAGE.
GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.G.
STUD SPACING
L- BRACING
NO
L-BRACING
lU 2 X 4
L BRACING
(2) 2 X 4
L BRACING
(2) 2 X 6
L BRACING:
16"
0'-0" TO 4'5"
4'-E," TO 8'0"
5'0"- 12'0"
12'0" TO 16'O"
2411
O'-O" TO 41011
41011 TO 11011
7'O" TO 10'OI'
10'0" TO 14'0"
NO ANGLE BRACING, REQUIRED WHEN
GABLE IS NO MORE THAN 24" TALL IN
CENTER
BACKNAIL W'
2 X 4 WEB BLOCKS NAILED IN BETWE
WEBS WITH (2) 16D NAILS EACH END U
(6) 16D NAILS AT EACH END NAIL TO
2x4 ANGLE BRACING AT 48" OC ALONG
GABLE END NAIL ENDS TO 2 X 4 BLOCKING
WEB BLOCKING WITH (2) 16D TOE NAILS
I
1/2" EXl
CEILING BOARD 2 X 4 NAILER ATTACHED TO BOTTOM
CORD OF GABLE TRUSS AND COMMON
TRUSS WITH 2 EACH 120 COMMON NAILS
AT EACH UPRIGHT MEMBER ON GABLE
G A5LE END 5R ACING DETAIL
NOT TO SCALE
NOTE: NO L BRACING REQUIRED WHEN
PEAK OF GABLE IS 4'0" OR LESS
"L" BRACING TO EXTEND AT LEAST 90 90
OF WEB LENGTH ( SEE TABLE ABOVE J
DOWN GABLE TRUSS WITH ONE LAYER
DX SHEATHING OR 1/16" OSB NAILED
3D COMMON NAILS 4" OC
50N L5TA24 OR EQUAL
OC ( TYP)
,OD BEAM OR
LL BELOW
0
-d-
40' 0"
iROOF TRIJ66 FLAN 1/4 1► O"
ROOF EDGE
DIMENSIONS ARE APPROXIMATE AND MUST
BE FIELD VERIFIED BY CONTRACTOR BEFORE
CONSTRUCTIONS BEGINS
of
30I
0
1
GABLE END
I I I I
5 -o PARTIAL ROOF PLAN 5 -O
ZONE OI 8d RING SHANK NAILS AT 611 O.C. AT EDGES
8d RING SHANK NAILS AT 6" O.C. INTERMEDIATE
ZONES 2O 3O ad RING 51HANK NAILS AT 6" O.C., 4" O.C, AT
ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL
NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED
AND OCCUR OVER A FRAMING MEMBER.
ROOF &HEATHING NAILING
NOT TO SCALE
2x4 CROSS-BRAGING m RIDGE
20'-0" MAX I 7
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SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL
BR''`ACING OR CROSS BRACING REQUIREMENTS C
ING
TOP/BOTTOM CHORD GABLE
17END BRACING a 48" O.C. MAX
FOR THE FIRST 4 ROWS OF
TRUSSES (MIN 2X4 J
U1
Q
CONT. BOTTOM CHORD
BRACING (1"x4" MIN.) 9
10'-0" MAX.
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Ar �
oL. HANSC P.E• LI - ENS NO, 38654
O• ®tp4�g6 DAr J 'T— FL 33526
I HER I THq A� HEytLA
IS AND SPECIFICATIONS
WERE FEF►�fQ�),1i9`1ER MY DIRECT SUPERVISION
ARE IN C �N "lD • .T �R 16, SECTION 1609 OF THE
FLORIDA 511 -1 TH EDITION AND ASCE 1-16
FOR 139 MPH W 131< CATEGORY II AND THE ENTIRE
2020 BUILDING CODE RESIDENTIAL l TH EDITION
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--- — - i l 1 1 I I — — -- -�J -- �— 11 I € I' r,l ' I i I _.
A I 'DiNG CODE
I TO CONFORM TO THE 2020 FLORIDA BU L
THIS BUILDING HAS BEEN DESIGNEE) R
lTN EDITION ANDTHE 2020 FLORIDA BUILDING CODE- RE
SIDENTIAL 1TN EDITIO
N.
T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING
COMPANY: HAS APPLIED "RATIONAL ANALYSIS"
YSIS FOR THE STRUCTURAL DESIGN
SIGN
OF THIS STRUCTURE.
THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS:
SLAB:
LIVE LOAD - 50 P.S,F,
DEAD LOAD - 10 f ,S.F.
ROOF:
LIVE LOAD (TRUSS TOP CHORD) - 20 P.S,F,
DEAD LOAD (TRUSS TOP CHORE)) - 10 P,S,F, (15 P.5.F, WHEN TILE ROOFING IS INSTALLED)
DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.5.F.
ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P,S,F,
WIND:
BUILDING IS DESIGNED TO CONFORM TO ASCE 1-16, CHAPTERS 26 THRU 31: PER 2020 FLORIDA
BUILDING CODE, RESIDENTIAL 1TH EDITION- SECTION R301,2,1,1, AND 2020 FLORIDA BUILDING CODE
1TH EDITION SECTION 1609
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - II
MEAN ROOF HEIGHT 30' OR LE55
HEIGHT 4 EXPOSURE ADJUSTMENT
COEFFICIENT = LO
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT - +/- 0,18
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
ALL STRUCTURAL ELEMENTS, EXTERIOR
WALLS AND INTERIOR WALLS SHALL BE
TYPE V CONSTRUCTION PER FBC, ii
SOIL BEARING 4 COMPACTION:
COMPONENT 4 CLADDING WIND LOADS
ALL OTHER
BUILDING
ROOF OVERHANG
COMPONENT
ZONE
LOADS
LOADS
I
N/A
+32,3/-35,3
2
-65.1
+32,3/-5ii
3
-110,6
+32,3/-89.0
4
N/A
+35,3/-38,2
5
N/A
+35,3/-41,2
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAi'ACITY OF 2,000 P,S,F.
I O W I F VERIFYING THAT THE SOIL
(MINIMUM), THE CONTRACTOR/PR PERTY OWNER ARE RESPONS BLE OR ER
ON THE SITE 15 PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P,S,F,
FOUNDATION LOADING,
T.L. HANSON; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION 51TE
NOR PERFORMING ANY SOIL TESTING.
T.L. HAN50N SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
THE BUILDING LOADS,
- , FOUNDATIONS 4 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 2,500 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 06 REBAR 4 35" FOR "1 REBAR.
2X10 "2 PINE NAILED TO EXISTING ROOF
TRUSSES WITH (4) 16D NAIL. PUNCH THROUGH
ROOF SHEATHING AND STRAP TO TRUSS WITH
6IMP60N LTS12 TWIST STRAP. CLIP RAFTERS
TO 2X10 WITH SIMPSON H3 CLIPS
CUT OPENING IN EXISTING WALL
TO ADD WINDOW, FRAME OPENING
SAME AS NEW WALLS
GENERAL NOTE,i
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT ST M T UPON SITE CONDITIONS 10 TO POURING THE FOUNDATION
E T E WALL NEIGH BASED P PRIOR
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
A FOUNDATION A A CO Y OF THE 5U V Y SHALL E ON THE
NDA ON SURVEY SHALL BE ND P R E LL B
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,
MASONRY WALLS:
CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
AND SHALL HAVE A MINIMUM F'M OF 1,500 P,6J,
MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE EITHER TYPE M OR 5,
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 4 35" FOR "1 REBAR,
GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
OF 3/8", PLACED AT AN 8 TO II INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH
OF 2,500 P.S,I, (WHEN TESTED PER ASTM C-1019),
PROVIDE CLEAN -OUT OPENINGS (12 SQ. IN,) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT,
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 (I.8 ) A A LAM P5L MATERIALS MANUFACTURED BY T RU66JOIST
MACMILLAN (OR EQUAL). SEE "POST SUPPORT TABLE" ON THIS SHEET FOR LOAD VALUES,
EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2" PLYWOOD OR 1/1(o O,S,B. (2-M-W RATING) NAILED
WITH BE) NAILS SPACED AT 3" O,C, ALONG ALL HORIZONTAL JOINTS 4 EDGES: 6" O.C, ALONG ALL
VERTICAL JOINTS 4 EDGES AND 12" O,C, ALONG ALL INTERMEDIATE STUDS,
AT OPENINGS STRAP HEADER BEAM TO THE HEADER STUDS WITH (2) USP OR SIMPSON
15TA24" STRAP TIES AT EACH END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION
WITH A USP OR SIMPSON "HTT16" TENSION TIE.
ANCHOR WOOD SHEARWALL SEGMENTS TO FOUNDATION WITH A USP OR 5IMP50N "HTT16" TENSION TIE AT EACH
END OF WALL SEGMENTS AND AT ANY WALL SEGMENT INTERSECTIONS (BUILDING CORNERS),
ANCHOR TRUSSES AS FOLLOWS:
ROOF UPLIFTS OF 4550 AND LE55 USE (1) USP "RT3" OR SIMPSON "113" HURRICANE TIE.
FOR UPLIFTS FROM 456E UP TO SIC" USE (2) USP "RT3" OR 51MP60N "H3" HURRICANE TIES,
UPLIFTS FROM 1311E UP TO 1,450E USE A USP "HTW20" OR 51MP60N "HT620" 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.
ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED
MATERIALS
INTERIOR STUD WALLS TO BE OF 2 X 4 °2 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T,
PINE BOTTOM PLATE AND SINGLE 2 X 4 112 SPRUCE TOP PLATE WITH STUDS SPACED
MAXIMUM 24" OC, WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT
GARAGE TO HAVE MINIMUM R-II INSULATION
CONTRACTOR TO VERIFY PITCH OF NEW ROOF
OF ADDITION TO ASSURE IT DOES NOT EXTEND
ABOVE THE GABLE ROOF AT THE WEST SIDE OF
HOUSE
SOIL TERMITE TREATMENT:
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION,
A "CERTIFICATE OF COMPLIANCE" H I GSHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENS R ED
PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED, THE CERTIFICATE
SHALL STATE
THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES, THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES,"
IF ,4 REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
DO NOT APPLY, A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR, THE SYSTEM
MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
BA Krl I 4 COMPACTION
F
LL NG C PAC ON ARE COMPLETE
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
(INCLUDING ANY BOXED OR FORMED AREAS) -
BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN
ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
INITIAL TREATMENT,
A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
SHALL BE REQUIRED
ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
MUST BE REMOVED PRIOR TO EXTERIOR 501L TREATMENT
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL E INSTALLED AFTERCONSTRUCTION
15
E
COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE
VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
11
BUI__DING SIDEWALLS (PBC RER F 318).
AFTER ALL WORK 15 COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
AND WITHIN 12 INCHES OF THE BUILDING, THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
FORMS,
R S SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
CE-1ENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
FOR FUTURE TERMITE INFESTATIONS
TRUSSES:
IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DE61GN PROFESSIONALS REVISE THE
TRU55 SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T. L. HANSON 4 ASSOCIATES IS
REQUIRED TO EVIEW ALL FINAL CONST UCTION DOCUMENTS FO COMPLIANCE WITH THE DE R R R SIGN
INTENT PRIOR TO COMMENCEMENT OF THE PROJECT,
EXTERIOR WINDOWS 4 DOOR ASSEMBLIES:
ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
101/152 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 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
TO ACHEIVE THE DESIGN PRESSURES SPECIFIED.
2X8 "2 PINE RAFTERS s 24" OC WITH MINIMUM 24" LAP
TO SIDE PF ROOF TRUSSES, NAIL WITH MINIMUM (12)
16D NAILS
\ — °
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_12
MIN R-30 INSULATION
IN ALL ATTIC AREAS
EXISTING WALL OF HOUSE
CUT THRU SECTION DETAIL
NOT TO SCALE
ENGINEERED MONO ROOF TRUSSES ,w 24" OC
1/2" CEILING TYPE GYPSUM BOARD
DBL 2X12 02 PINE BEAM WITH 1/2"
PLYWOOD FILLERS AS HEADER
ABOVE ALL OPENINGS
2X4 02 SPRUCE STUDS AT 16" OC
1/2" GYPSUM WALL BOARD
R-13 INSULATION IN ALL WALLS
�,_ II 1 1 -
"_�..
.Y_— , rm
ELECTRICAL, PLUMBING 4 MECHANICAL:
IN ACCORDANCE WITH CHAPTER 411,003(2)(I) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL,
PLUMBING AND MECHANICAL SYSTEMS SHALL DESIGNED Y P E LLBE DE G ED B THE RESPECTIVE CONTRACTORS TO
MEET AL APPLICABLE CODES, THEELECTRICAL, UM I A I
F
L PL B NG AND MECHANICAL SYSTEMS DRAWN HEREON
ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS,
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AND AT
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT,
ALL ELECTRICAL OUTLETS IN HABITABLE SPACES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
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 ENCL06URES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
THAN 60 INCHES 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 WH05E 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 IS INCHES ABOVE THE FLOOR.
C) TOP EDGE GREATER THAN 3(o 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,
DRAFTSTOPPING:
IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING 6HALL BE PROVIDED (PARALLEL TO THE MAIN
FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOPPING
SHALL BE CONSTUGTED SUCH THAT THE FLOOR/rEl ING ASSEMBLY IS BROKEN UP INTO TWO
OR
MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ. FT.
ATTIC ACCESS:
ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AIREAS EXCEEDING 30 SQ, FT, AND HAVING MINIMUM
30 INCHES OF VERTICAL HEIGHT, ROUGH -FRAMED OPENING NOT TO BE LE65 THAN 22 X 30 INCHES,
WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION M1305,1,3
GARAGE:
NO OPENINGS SHALL BE PERMITTED FROM A GARAGE INTO A SLEEPING ROOM, OTHER OPENINGS
BETWEEN THE GARAGE AND RESIDENCE SHALL HAVE A DOOR (MIN, 1 3/8" THICK), OF SOLID WOOD,
SOLID OR HONEYCOMB CORE STEEL, OR 20-MINUTE FIRE -RATED WITH SELF CLOSING HINGES,
WALLS SEPARATING THE GARAGE AND RESIDENCE SHALL HAVE MIN, 1/2" GYPSUM BOARD
APPLIED TO THE GARAGE SIDE. THE CEILING SHALL HAVE MIN, 1/2" GYPSUM BOARD APPLIED
TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY ALL
HABITABLE ROOMS ABOVE WITH MIN, 5/8" 'TYPE-)<' GYPSUM BOARD IN COMPLIANCE WITH THE
FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R309
PROVIDE PROTECTION FOR ALL APPLIANCES IN GA
RAGE FROM
CAR IMPACT PER FBC
m
1/2" CDX OR 711ii OSB ROOF SHEATHING
NAILED 611 OC ON ALL EDGES AND IN THE
FIELD WITH SD NAILS, USE STEEL PLYCLIPS
AND GAF UNDERLAYMENT AND SHINGLES
USE (1) SIMPSON HIOA CLIP AT ALL RAFTERS
TO WOOD WALLS, FILL NAIL HOLES WITH ICED
XI 1/2" NAILS
2X4 SUB FASCIA WITH ALUMINUM SOFFIT AND FASCIA
2X4 402 SPRUCE DOUBLE TOP PLATE
1/2" CDX PLYWOOD OR 1116" OSB WALL SHEATHING
NAILED 3" OC ON ALL PLATE AND ii OC ON STUDS,
COVER WITH TYVEK HOUSE WRAP AND SIDING
1/2" A301 ALL THREAD ROD LOCATIONS WITH 5/0"Xl"
EXPANSION (1/211BOLT SIZE) AT SLAB. DRILL 4" HOLE
IN SLAB AND USE SIMPSON STRUCTURAL ADHESIVE
OR AN EQUAL EPDXY TO SECURE ROD IN HOLE, ROD
TO EXTEND THROUGH TOP PLATE WITH 1/2"X211X2" SQUARE
WASHER AND NUT AT TOP. PLACE RODS AT EACH SIDE
OF OPENINGS, CORNERS AND SPACED MAXIMUM li
OC
2X4 P,T, SINGLE BOTTOM PLATE
EXISTING CONCRETE SLAB EDGE
HAS EXISTING FOOTINGS AND ':AN
SUPPORT LOAD FROM NEW WALL
AND ROOF OF THE ADDITION
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,L, NANeQt4 , L :EN NO, 3ali
�i�1,O,�TT"'1`12n8, DADt*T�', FL 33526
I HE Y��iiT�AYr'iHE L K1S AND SPECIFICATIONS
WERE f ��ci�ft DtPE 6 R MY DIRECT SUPERVISION
ARE IN 66A + ER 16, SECTION Iii OF THE
FLORIDA414,11
'7 TN EDITION AND ASCE 1-16FOR 1313 MPH' K CATEGORY II AND THE ENTIRE
11
2020 BUILDING CODE RESIDENTIAL 7 TH EDITION
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