HomeMy WebLinkAbout22-4467City Of ZephyrhillS PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BAR-004467-2022
Phone: (813) 780-0020
Fax: (813) 780-0021 Issue Date: 07/25/2022
Permit Type: Add/Alter (Residential)
Property Number
Street Address
12 26 210280 00000 0270
39352 Lincoln Avenue
Owner Information- r;
Permit Information
Contractorinforination
Name: HECTOR RODRIGUEZ & IDALIA
Permit Type: Add/Alter (Residential)
Contractor: HECTOR RODRIGUEZ &
SANTOS
Class of Work: Add/Alter Residential
IDALIA SANTOS
Address: 39352 Lincoln Ave
Building Valuation: $7,000.00
ZEPHYRHILLS, FL 33542
Electrical Valuation: $1.00
Phone: (813) 782-3513
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $7,003.00
Total Fees: 0
Amount Paid:d: $21$210.00.00
O
Date Paid: 7/25/2022 11:17:33AM
Project Description, a
ROOF OVER & REPAIR // INTERIOR RENOVATION BP 3103 EXPIRED
Application, Fees,
Building Permit Fee
$75.00 Mechanical Permit Fee
$45.00
Plumbing Permit Fee
$45.00 Electrical Permit Fee
$45.00
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.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
PE IT OFFICE
fj
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
2" X 8" RIDGE BOARD
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2"X411 VERTICAL SCAB a 40" O,C, Z co
(MAX,) CONN. W/ 4-16D NAILS m
" TOP 4 USP 11RT3" OR SIMPSON "H3" 15' 4"
2 X 8 RIDGE BOARD HURRICANE CLIP AT BOTTOM, t o
00
2" X 6" ("2 YELLOW PINE) � J
CONT, 2X4 t
RAFTERS m 24I I O,C, - - — - - - - Z L
USP "RT311 OR V Z U
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HURR. STRAP UJ 0
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SIMPSON H3 FRAMING
ANCHOR TYP,
F— ROOF SHEATHING
V ERT, SCAB
BEVEL CUT
TYP,
CONT. 2"X4"
\
NAILER TYPO.
(2-I%D NAILS
PER TRUSS)
USP "RT3" OR —
SIMPSON "H311
HURR, STRAP
SECTION 11,411-11,41I
45" O,C, TYP.
4-16D TOE NAILS
RIDGE BOARD END
2 X4 NAILERS
(TYP.)
ROOF VALLEY DETAIL.
NOT -TO -SCALE
ROOF EDGE
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END NOT EXPOSED TO WIND
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GABLE: END
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5 -o PARTIAL ROOF PLAN 5 -�
ZONE Oj ad RING SHANK NAILS AT &" O,C, AT EDGES
ad RING SHANK NAILS AT e," O,C. INTERMEDIATE
8d RING SHANK NAILS AT roll O,C,, 4" O,C, AT
ZONES O O ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL
NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED
AND OCCUR OVER A FRAMING MEMBER.
ROOF 5HEATNINC; NAILING:;
NOT TO SCALE
PRODUCT CATEGORY
APPROVED PRODUCT
SUB CATEGORY
LIST
MANUFACTURER
STATE OF FL,
APPROVAL "
STRUCTURAL COMPONET
NETA20
SIMPSON
FL
11413
STRUCTURAL COMPONET
LINTEL HEADER
CAST CRETE CORP
FL
158,1
ROOFING
2S GA MASTER RIB UNION
CORRIGATED IND
FL
1211,1
OVER 15/3211 PLYWOOD
ROOFING
UNDERLAYMENT
GAF
FL
10626,1
SINGLE HUNG
WINDOWS
NON IMPACT
PLYGEM 1500
FL
16103,1
SOFFIT 4 FASCIA TRIM
SOFFIT AMERICAN CONSTRUCTION METALS
FL
12019,1
VENTILATION
ATTIC VENTS
LOMANCO
FL
31132.3
WALL SIDING
EXTERIOR
HARDI BOARD
FL
13223,2
4X8 SIDING
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
—cXPE145ES (INCLUDING REASONABLE ATTORNEY FEES: ARISING OUT OF OR RESULTING FROM THE
PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL. NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
RU55E5 BELOW SHEATHED
RIOR TO VALLEY FRAMING
I5TALLATION,
X roll 0"2 YELLOW PINE)
VALLEY FRAMING (TYP,)
COMMON TRUSS
°
PROVIDE MINIMUM 1611 26 GA VALLEY FLASHING
AT ALL ROOF CHANGES AND SIDE WALL AREAS °
PER FBC 101,2,5 /R103.15, 103,8., 903,2 AND S05 °
PLACE ROOF CEMENT COATING AT ROOF DECKS °
EDGES OF FLASHING AND ALL I APS, NAIL FIL^,SH'ING ° °
WITH 1 1/2" ROOF NAILS 12" OC
° ° O
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0
° 51DE WALLS OFc Cl'IMNE'
°
°
MINIMUM 3"X3" 20 GA ANGLE FL
° OR STEP FLASHING, SEE NOTE <
°
ROOF DECK AT SIDE FALLS
TYPICAL ROOF FL.A&H NG; DETAL
NOT TO SCALE
ATTACH MINIMUM 3/4" P.T. BUCK STRIP
THAT IS THE MINIMUM WIDTH OF YOUR
WINDOW FRAME USING .OS1 X 1 3/8"
T- NAILS MAXIMUM 10" OC
CAULKED WINDOW PEF
WINDOW MANUFACTURE
RECOMMENDATIONS T
LOAD AND COMPRES
FOR YOUR JOB LOCA
ROOF TRUSS FLAN 1/4II _ 11 OII
SECURING WINDOW TO BUCK STRIPS PER
YOUR MANUFACTURES INSTRUCTION TO MEET
WIND LOAD AND COMPRESSION RATINGS FOR
YOUR JOB LOCATION, ALL ANCHOR SCREWS
MUST PENETRATE BLOCK WALL A MINIMUM OF
1 1/4" AND THERE SHALL BE A MAXIMUM 1/411
< AND WINDOW FRAME
BLOCK WINGOW ATTACHMENT DETAIL
NOT TO SCALE
0
STUD SPACING
L- BRACING
NO
L-BRACING
(U 2 X 4
L BRACING
(2) 2 X 4
L BRACING
(2) 2 X 6
L BRACING
Iron
0'-011 TO 4'511
41-511 TO 51011
8'O"- 12'0"
12'0" TO 16'O"
24"
0'O" TO 4'0"
4'0" To
-1'0" TO 10'0"
10'0" TO 14'0"
NO ANGLE BRACING REQUIRED WHEN
GABLE IS NO MORE THAN 24" TALL IN
CENTER
BACKNAIL W/ (2) Ill *I A H
2X4 WEB BLOCKS NAILED IN BETWEEN
WEBS WITH (2) 16D NAILS EACH END WITH
l(o) 16D NAILS AT EACH END NAIL TO 2X4
2X4 ANGLE BRACING AT 48" OC ALO
GABLE END NAIL ENDS TO 2X4 Ill
WITH (2) 16D TOE NAILS
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1/2"
2X4 NAILER ATTACHED TO BOTTOM
CORD OF: GABLE TRIJ55 AND COMMON
TRUSS WITH 2 EACH 12D COMMON NAILS
AT EACH UPRIGHT MEMBER OF GABLE
G,48LE END 5R,4C(NCB DETAIL
NOT TO 6CALE
2x4 CROSS -BRACING RIDGE —
20'-0MAX
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BRACING OR CROSS BRACING REOUIREMENT5
REQ. MINIMUM TRUSS 5RAGING
NOTE: NO L BRACING REQUIRED WHEN
PEAK OF GABLE IS 4'0" OR LESS
IIL" BRACING TO EXTEND AT LEAST 90 9.
OF WEB LENGTH ( SEE TABLE ABOVE )
DOWN GABLE TRUSS WITH ONE LAYER
CDX SHEATHING OR 1/16" OSB NAILED
)C WITH SD COMMON NAILS
ATTACH BOTTOM CORD OF GABLE TRUSS
TO 2 X 6 PLATE WITH 16D NAILS roll OC
IN 2 X 6 P,T, PLATE WITH
2" X 8" ANCHOR BOLTS
T 24" OC.
TOP/BOTTOM CHORD GABLE
7
=ND BRACING m 48" O.C. MAX
FOR THE FIRST 4 ROWS OF
TRUSSES (MIN 2X4 )
CONT. BOTTOM CHORD
BRACING (1"x4" MIN,) m
10'-0" MAX.
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WERE PR fi�REDaQR', {' MY DIRECT SUPERVISION
ARE IN COh1 i, y'F act 1Tl�--8AF f;R 16, SECTION 1609 OF THE
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FLORIDA E IL[�I%f 12_02 , ' 'TH EDITION AND ASCE 1-10
FOR 139 MPH WIND O RISK CATEGORY II AND THE ENTIRE
2020 BUILDING CODE RESIDENTIAL l TH EDITION
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—�_I - I ,, 1 . a k I I 1
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11 11 12 IL���,
150 LOMANCO ATTIC /cNTa ' �
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VERIFY PITCH PRIOR
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TRUSSES
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DECORATIVE CEMENTITIOUS FINISH
-------------------------------------------
- - - - - - - - - - - 1
A&T ELEVATION 1/411 11 (oil
AREA VENTILATION REQUIRED - UPPER S LOUDER VENTED PROVIDED
301 5.17, ATTIC AREA / 300 = 1.02 S.F. X 144 = 14-1 6,1.
14-1 5,1, / 2 = 14 5.1, UPPER AND LOWER VENTILATION REQUIRED
UPPER VENTILATION PROVIDED
2 LOMANCO OFF RIDGE VENTS AT 10 SI,/EA = EXCEEDS REQUIREMENTS
LOWER VENTILATION PROVIDED
52 FT, SOFFIT VENTS ( MIN ) AT 6.42 VJFT = 334 > -14 SI,
12
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VERIFY PITCH PRIOR _��
TO MANUFACTURING rZ 1
TRUSSES
EXISTING HOUSE 1
I.. .. ... .. ... .. ... .. ... .. ...
DECORATIVE CEMENTITIOUS FINISH
WE5T ELEVATION 1/411 11 �II
DRILL I"X6" HOLE INTO EXISTING BOND BEAM
AND EPDXY 115 REBAR FROM NEW BOND E
INTO EXISTING BOND BEAM,
DRILL 1">C6" HOLE INTO EXISTING WALLS �
AND EPDXY 115 REBAR FROM NEW BLOC!
INTO EXISTING BLOCK WALL. REBAR TO
LONG WITH 6" INTO EXISTING WALL 6" IN P
BLOCK MALL
DRILL I" X 6" HOLE INTO EXISTING
AND EPDXY 105 REBAR FROM NEW FOOTINGS
INTO EXISTING FOOTINGS
NEW BLOCK WALL TO EXISTING WALL DETAIL
NOT TO SCALE
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIA31LITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, L055E5 AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARI5ING OUT OF OR RESULTING FROM THE
PROJECT. THE DE51GNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWING5, BUT IN THE EVENT ERRORS OCCUR THE DES:GNER WILL NOT BE LIABLE FOR C05T OF
REPARS OR DELAY TO THE CONSTRUCTION
UEEN
REMOVE EXISTING VA�JIT' AND
INSTALL NEW DOUBLE /ANIT'r
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REMOVE CLOSET DOOR AT
EXISTING MASTER BEDROOM INSTALL GIRDER T4USS
SIDE AND ADD NEW OPENING THEN REMOVE EXISTING
IN EXISTING BEDROOM BLOCK WALL
15' 411
SEE NEW TO EXISTING
;r BLOCK WALL DETAIL 91 O11
23 TEMP jH
PROPOSED PARTIAL REAR
FLOOR FILAN 1/411 e 11 0
11
%LL EXTERIOR WALL, ACT AS SHEAR WALL'
THESE ADDITION OOriSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY
WITH ALL OF T1,'E LOAD'NC i2E0JIREMENTS - SECTION 1103 "STRUCTURAL"
OF THE FLORIDA 6U'_DINCt CODE 2020 - EXISTING BUILDING ITH EDITION
15' 4"
SEE NEW TO EXISTING
FOUNDATION 4 5,141N11T/,,,R1 Y PLAN 1/411 = 11 0'1
LINTELS ON THIS PROJECT ARE Ac-: SPECIFIED ON THIS
CHART UNLESS NOTED ON FLOOR i"'L AN E3Y OPENING
LINTEL LOAD CHART l I(o11 DEEP' SECTION
CLEAR SPAN
CONCI,'ETE U LINTEL
I' - (o"
4981 PL_ ` ( UNFILLED )
21 - 211
3435 FP` l UNFILLED )
21 - 011
2111 PL t= l UNFILLED
31 - 211
2332 PLF l UNFILLED
41 - 011
1535 PL= l UNFILLED
41 - 611
1(o24 PLF l UNFILLED
51 - 211
2139 PLt-: .,
#- DENOTES ` E5 REBAR X CONT, PLACED I'� BOTTOM COURSE AND
I,1011 DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE,
;F P - DENOTES PRE 5TRE55ED U LINTEL WITH 'I5 RE5AR X CONT,
PLACED IN BOTTOM COURSE 4 I(o11 DEEF=• BEAM POURED SOLID
WITH 2500 PSI CONCRETE
AE)DITION
LIVING AREA
301 50, FT,
05 VERTICAL RODS FROM FOOTINGS
BELOW TO TOP OF WALL. PLACED AT
ALL CORNERS, EACH SIDE OF ALL
OPENINGS AND SPACED MAXIMUM
4' 0" OC
F
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BATH
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EXISTING PARTIAL REAR
r-! OOR FLAN 1/411 _ 11 0
11
-4-
1/2" CDX OR l/16" 055 ROOF SHEATHING
NAILED PER ROOF SHEETING DETAIL WITH
SD NAILS, USE STEEL t'LYCLIPS ,APPROVED
UNDERLAYMENT WITH _HINGLES,
SEE ROOF TRUSS• PLAN
2X4 OR 2X6 WOOD SUB WITH
ALUMINUM SOFFIT AND FASCIA
TRIM
SEE LINTEL CHART -
VERTICAL RODS FROM FOOTINGS
ELOW TO TOP OF WALL, PLACED AT
_L CORNERS, EACH SIDE OF ALL
PENINGS AND SPACED MAXIMUM
O" OG
VINYL FRAME SH WINDOWS -
MASONRY SILLS
GRADE
GROUND WIRE TO
FOOTING REBAR
S" X 8" X 16" KNOCK OUT BLOCK
TOP COARSE WITH 1 05 HORIZONTAL
811 REBAR TIED TO ALL VERTICAL RODS
.tea _ S" PRECAST LINTEL BLOCK
•'a OVER ALL OPENINGS, I EACH
05 REBAR IN THIS COARSE WHEN
SPAN OF LINTEL OVER 512"
STANDARD PRECAST DETAIL
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ENGINEERED ROOr=
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TRUSSES 24 ," OC:
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R-30 INSULATION
IN ALL ATTIC AREAS
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1/2" CEILING TYPE
GYPSUM BOARD
7'
SINGLE BOND BEAM WITH (1) 1O5
REBAR CONTINUOUS TIED TO ALL
VERTICAL RODS
3/4" P,T, FURING WITH 3/4" TUFF R (R4,5)
INSULATION BOARD AND 1/2" GYPSUM
TYPICAL 4" CONCRETE SLAB WITH WIRE MESH
OR FIBER MESH AND 6 MILL VISQUEEN OVER
CLEAN COMPACT TERMITE TREATED SOIL
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I'o" X 12" FOOTINGS WITH
II
12 (2) 45 REBAR ON CHAIRS
BOTTOM OF FOUNDATION Z ILL
MINIMUM 12" BELOW GRADE _
81 OII BOCK WALL DETr411- Z Lu Z �
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I HERBY CERT.IFY>Tk,4T TI ( St E� 4S AND SPECIFICATIONS
WERE PREKR D;BNM;�OR`,1l1N ER MY DIRECT SUPERVISION }�G IN
�C'ODTOZ FLORIDA BUILDINGOPEDITION ITION IA D ASCo l IOE I
FOR 139 MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE 1
2020 BUILDING CODE RESIDENTIAL I TH EDITION
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GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2020 FLORIDA BUILDING CODE
1TH EDITION AND THE 2020 FLORIDA BUILDING CODE - RESIDENTIAL 1TH EDITION,
T.L. HAN50N 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:
SLAB:
LIVE LOAD - 50 P.S.F.
DEAD LOAD - 10 P.S.F.
ROOF:
LIVE LOAD (TRUSS TOP CHORE)) - 20 P,S,F.
DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F, ll5 P.S.F. WHEN TILE ROOFING IS INSTALLED)
DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F.
ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S.F.
WIND:
BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31: PER 2020 FLORIDA
BUILDING CODE, RESIDENTIAL 1TH EDITION- SECTION R301,2.1,1. AND 2020 FLORIDA BUILDING CODE
7TH EDITION SECTION 1609
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - II
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT 4 EXPOSURE ADJUSTMENT
COEFFICIENT = 1,0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT = +/- 0.15
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 602.5
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
3
-I10,6
+32,3/-89,0
4
N/A
5
N/A
+35,3/-41,2
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 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 SITE
NOR PERFORMING ANY SOIL TESTING.
T,L, HAN50N SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
THE BUILDING LOADS,
FOUNDATIONS 8 SLAB -ON -GRADE:
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING
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 05 REBAR, 30" FOR 06 REBAR 4 35" FOR 01 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,
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,S,I,
MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE EITHER TYPE M OR S.
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 05 REBAR, 30" FOR 06 REBAR 4 35" FOR 01 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:
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED
PRIOR TO REQUESTING THE FRAMING INSPECTION,
ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED
MATERIALS
INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P,T,
PINE BOTTOM PLATE AND SINGLE 2 X 4 "2 SPRUCE TOP PLATE WITH STUDS SPACED
MAXIMUM 24" Or—, WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT
GARAGE TO HAVE MINIMUM R-II INSULATION
ATTIC ACCESS:
ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ. FT, AND HAVING MINIMUM
30 INCHES OF VERTICAL HEIGHT, ROUGH -FRAMED OPENING NOT TO BE LESS 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
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARR'E5 NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, L055E5 AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) AR151NG OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMFT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR C05T OF
REPAIRS OR DELAY TO THE CONSTRUCTION
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" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
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 A 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,
BACKFILLING 4 COMPACTION 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 SOIL 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 BE INSTALLED AFTER CONSTRUCTION IS
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
BUILDING SIDEWALLS (PER FBC R318),
AFTER ALL WORK IS 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, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
CEMENTITIOUS 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 DESIGN PROFESSIONALS REVISE THE
TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T, L, HANSON 4 ASSOCIATES IS
REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE_ !JITH THE DESIGN
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 E1ITITY,
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.
ELECTRICAL, PLUMBING 4 MECHANICAL:
IN ACCORDANCE WITH CHAPTER 411,003(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 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 R305:
(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, 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 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,
DRAFTSTOPPING:
IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN
FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOPPING
SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY IS BROKEN UP INTO TWO OR
MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ, FT,
GEtlERAL ELECTRICAL NOTES FOR ADDITIONS
EXISTING STRUCTURE ELECTRICAL SERVICE WILL HAVE TO
3H INSPECTED BY ELECTRICAL CONTRACTOR PRIOR TO
THE ADDITION ELECTRICAL WORK BEING STARTED. IF THE
EXISTING SERVICE CAN NOT HANDLE LOAD FROM THE NEW
ADDITION THE SERVICE WILL HAVE TO BE UPGRADED TO
MEET LOCAL AND STATE OF FLORIDA BUILDING CODES,
THE EXISTING STRUCTURE WILL HAVE TO HAVE SMOKE
ALARMS ADDED PER SECTION 1004 OF THE FLORIDA
BUILDING CODE EXISTING BUILDINGS AND FBC R314
ELECTRICAL FLAN 1/4II _ 11 011
ELECTRICAL LEGEND
SWITCH G,F,I, 110 `!
GROUND FAULT
RECEPTACLE
110 V
IIOV LIGHT
CAN BE CEILING
OR WALL (TYP)
®IIOV 50 CFM'S
BATH FAN
SMOKE
DETECTOR
O RECESS CAN LIGHT VANITY LIGHT
CEILING
FAN IW/ LIGHT
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 "AR" 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.C,
NOTES:
CONTRACTOR TO VERIFY THAT THE EXISTING UNIT CAN
HANDLER NEW ADDITION AREA OR UPGRADE UNIT.
MECHANICAL CONTRACTOR TO PROVIDE A RETURN AIR
GRILL FOR ALL ROOMS THAT HAVE A UNBALANCED AIR
FLOW PER FLORIDA MECHANICAL CODE OR UNDER CUT
DOORS
ATTIC INSTALLATION OF AIR HANDLER REQUIRES SERVICE
PANEL LOCATION TO BE NO MORE THAN 6' O" FROM ATTIC
ACCESS
GENERAL LOADS
TYPE OF LOAD
LIGHTING LOAD 301 SQ FT X 31', VI
OUTLETS 6 CIRCUITS X 100 VA 1080
ADDITIONAL LOAD FOR LARGE AC 1500
T(,'''TAL 3501 VA
HVAC FLAN 1/411 _ 11 OII
TOTAL VA 3501 VA
CONVERT VA TO AMPS
3501 DIVIDED BY 240 VOLTS = 15 AMF
X,
v T.L, HAtNtAON P,E. r-E NO, 38654
ID P.O, BOX 1rr12a, DA CZY, FL 33526
sue' °#s� a '�.! /'\ 3 Y '•.J r( a r':. "�
I H EF, BYRT, E ,IF TH THE '°PL;ANS AND SPECIFICATIONS
UJERIPF;f�',fyYpM}'4pl,fDER MY DIRECT SUPERVISION
ARE It`14�tGEa tUIT�HC1.4 PTER 16, SECTION 1609 OF THE
FLORID AND ASCE 1-10
FOR 13AMPU d � �k'SRISKOCATEGORY EDITION 911 AND THE ENTIRE
2020 BUILDING CODE RESIDENTIAL I TH EDITION
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