HomeMy WebLinkAbout22-5235City of Zephyrhills
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5335 Eighth Street
Zephyrhills, FL 33542
BAR-005235-2022
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 11/17/2022
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.
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
PERMIT EXPIRES IN 6 MONTHS W
PEf]T OFFICE()
JTHOUT APPROVED INSPECTION
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NEW MAST R DROOM ADDITION
5640 18TH ST
EPHYRHILLS, FL 33542-512
11-26-21-0010-10900-0170
ENGEER OF RECORD
Myrondax Neal, P.E.
FLORID)ICENSE NUMBER: 86663
388PRETTY POND ROAD
phyrhills, FL 33540
Phone: (813)919-0665 Email: Mnealeng@yahoo.com
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Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
ELEVATIONS AND FLOOR PLAN
3
FOUNDATION PLAN
4
ROOF AND ELECTRICAL PLAN
5
GENERAL NOTES
ALL WORK SHALL COMA► Y WITM PREVAILING
CODES FLORIDA BUILOING, CODE,
NATIONAL ELECTRIC ODE,
AND THIH CITY Or'Z�PHYRHILLS
ORDINI`iNMS
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PLAN EXAMINE
I HEREBY GERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN GOMPLIANGE WITH A5GE 1-16 AND
THE 2020 BUILDING GODS ITH EDITION
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Basic Building Structural Information
This table was prepared using Windload Calculator Plus Software available Iiom www.windcalcs.com
This information was created in accordance with Chapter 16 of the 2020 Honda Building
Code. Tile Component and Cladding Pressures were generated using the method in Part 2 of
Chapter 30 of ASC'E 7-16.
Floor & Roof' Live Loads ( R-3 • Single -Family Dwellings )
—T —r
r—�- Attics: 20 psf w/ storage, 10 psf w/o storage
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C _ = S..-_,__ .7:_ . ; .: - r ..1:.:.... T C __ _._._.t.........__...c ..____._ i.._.._� r_ ! T— ( _ T
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;_._:_.�_:-M: E-:_r _r FIBERGLASS 5HINGLE5
l fabtt_tb e Attics, Bedroom: 30 psf
All Other Rooms: 40 psf.
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�. __,_ _ •..,..._._,__ __v__ . L.:..._._.___�___�. _ _.� _._ .. _. __� � _r �Gat 40 psf
Roofs: 20 psf
20'-011 , (Balconv and Deck live loads are 150% of the adjacent space served._
10'-0" 101-01iWind Design Data
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Ultimate \\find Speed: 137 mph Nominal Wind Speed: 106 mph
EXISTING 255H Risk Category: II Wind Exposure: B
STUCCO FINISH Enclosure Classification: Enclosed End Zone Width (a): 4.00 ft.
Intel-nal Pressure Coefficient: 0.18 Roof Geometry: Gable
Roof Slope: 4.0 in 12 ( 18.40 Mean Roof Height: 12 ft.
I8' {8° (The Ultimate Wind speed was used to determine the Component and Cladding design
Q I pressures)
(This Building is not in a Wind -Borne Debris Region, and opening protection is not
� required.)
R�ffiw
7HT MASTER B DROOM =
z KN Components and Cladding
V4I'-0' 8'--'0" C ILING Roof Zone 1: +16.8 psf max., -51.2 psf min.
Roof Zone 2e: +16.8 psf 1 2 i l max., -S L_ psf min.
Roof Zone 2 n: + 16.8 psf max., -74.7 psf min.
_-- r ._....._........ __._.. I Roof Lone _: +168 psfn1ax., -74 7 psf min.
_t
- --_ y ____ -,— t .. 1 � 6 8 f lax. -74.7 psf min
FIBERGLASS SHINGLES - max., - min.
r psf I
_ o one 16 8 psf' 8 8 psf
r..__ _... x___.._ _� _. -_ t __,
t____._._�—�__
�__ __ t..__._ t _ � ,—__._. _ _ - 2068 2068 _ Overhang at Roof Zone 1: -58.7 psf min.
Overhang at Roof Zone ?e: -58.7 psf min.
CLOSET
9'-0" x 4'-0" - ! Overhang at Roof Zone 2n: -82.2 psf min.
o�
't' I &'-0" GEILING Overhang at Roof Zone 2r: -82.2 psf min.
3
1 11 7
12 -011 Overhang at Roof Zotie. e: -96.3 psf min.
I
Overhang at Roof Zone 3r: -112.7 psf min.
o EXISTING I «fall Zone 4: +27.7 psf max., -30.0 psf min.
STUCCO FINISH
LIVING ROOM N\all Zone 5: +27.7 psf max., -37.1 ps
f min.'-6-LAUNDRY ROOM3x 4X 4II-8 x 1I-b MFCONCRETE PAD C} II o
-0CEILING x
6-0
CEILING Design Soil Bearing Capacity: 2,000 psf
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LEST
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EXISTING EXISTING
12
KITCHEN BEDROOM
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HAROI BOARD
EX15TINO LIVINO : 356 5F
NEW LIVING AREA 4q6 5F
EXISTINO FRONT PORCH: 120 5F
a� TOTAL: I472 5F
5T000O FIN15H EXISTING
FLOOR PLAN
1/4' = 1'-0'
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I HEREBY GERTIFY THAT I HAVE REVIEWED
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THIS PLAN AND FOUND IT TO BE IN GOMPLIANGE WITH A5GE -I-Ib AND
4 THE 2020 BUILDING CODE ITH EDITION
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FIBER 6LA55 5HIN6LE5
GDX PLYWOOD ROOF 5HEATHIN6 SEE NAILING CHART
PEAL AND 5TIGK DRY -IN MATERIAL
PRE-ENGINEERED TRU5SE5 24" OG-\
MATCH EXISTING FA5GIA
PREGA5T LINTEL-`
ALUMINUM 51N6LE HUNG
WINDOWS
PRECAST 51LL5�,
STUCCO FINISH �
SLOPE AT 2% FOR IOFT
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R-30 INSULATION IN
GEILIN6
`-1/2" GDX OR 5/8" DRYWALL ON GIELIN6
\_INSTALL 51MP50N HETAI6 FASTEN TO EA PRE ENGINEERED TRU55
H/I 1/2" IOD NAILS FILL ALL HOLES
51N6LE BOND BEAM H/I #5 REBAR
\__GONTINOU5 AROUND PERIMEER AND
TIED TO ALL VERTIGAL RODS MIN OF 24"
OVER LAP
VERTIGAL #5 REBAR
" 6YP5UM HALL BOARD OVER
PT FURRIN6 OVER AND �" TUFF R INSULATION
#5 VERTIGAL REBAR GONTINUOU5 FROM FOOTER
TO BOND LINTEL SEE FOUNDATION PLAN FOR LOCATION
MIN OVERLAP 25"
4" 3000 P51 GONGRETE SLAB H/b"X6"XIO/10 MESH
THROUGHOUT
OVER 6 MIL V15GUEEN VAPOR BARRIER OVER GLEAN
COMPACTED AND TREATED 501L
8" X I(b" 3000 P51 GONGRETE
FOOTING H/ (2) #5 REBAR ON-,"",
GHAIR5I�
1'4'
NOTES:
1) BOTTOM OF FOUNDATION TO BE A MINIMUM OF 12"
BELOW UNDI5TRUBED SOIL.
2) STEM HALL HE16HT TO BE DETERMINED PER OWNER $
CONTRACTOR TO FIT 51TE GONDITION5.
3) IF MORE THAN 4 EXPOSED GOUR5E5 ARE NEEDED
CONTACT ENGINEER.
TYP I GAL. 8_O BLOCK WALL C ETA I L
V2' - V-0"
DRILL I"XI6" HOLE INTO EXI5TIN6 HALLS 24" OG
AND EPDXY #5 REBAR FROM NEH WALL INTO EXI5TIN6 BLOCK HALL
REBAR TO BE 12" LON6 WITH 6" INTO EXI5TIN6 WALL 6" IN NEW BLOCK WALL
#5 VERTIGAL ROD TIED AT TOP AN BOTTOM
AND AT EACH ROD IN BETWEEN
\ DRILL I" X 6" HOLE INTO EXISTIN6 BOND BEAM
AND EPDXY #5 REBAR FROM NEW BOND BEAM
INTO EXI5TIN6 BOND BEAM
EXI5TIN6 WALL
NEH WALL
EXI5TIN6 FOOTING
DRILL I" X 6" HOLE INTO EXISTING FOOTINGS
AND EPDXY #5 REBAR FROM NEW FOOTIN65
INTO EXI5TIN6 FOOTIN65
NEW HALL TO EXI5TINO DETAIL
In* m , -0"
20'-0"
10'-0"
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II 4" 3000 P51 GONGRETE SLAB H/6"X6"XIO/IO MESH
THROU6HOUT OR FIBER
— I OVER 6 MIL V150UEEN VAPOR BARRIER OVER GLEAN
GOMPAGTED AND TREATED 501L
N
SEE DEATIAL 2
THIS SHEET
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EOU'ATION PLAN
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EXISTIN6
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SEE DEATIAL 2
TH15 SHEET
ENGINEER'S NOTES
(I.) ALL WORK TO BE DONE AGGORDING TO 7th Edition (2020) FBC (Florida Building Code)
(2.) ASSUMED SOIL BEARING GAPAGITY TO BE 2000 P51F. SOIL GAPACITY TO BE
VERIFIED BY GONTRACTOR PRIOR TO CONSTRUCTION. INFORM ENGINEER OF
VARIATIONS. FOOTINGS TO BE EXCAVATED TO GLEAN SOIL, FREE OF VEGETATION
AND DELETERIOUS MATTER. GONCRETE SHALL BE PLACED ON AN UNDISTURBED
(3) IT 15 THE GONTRAGTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION
PROCEDURE AND SEOUENGE TO INSURE THE SAFETY OF THE BUILDING AND ITS
COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT 15 NOT LIMITED TO, THE
ADDITION OF WHATEVER TEMPORARY BRACING, GUY5, OR TIE DOWNS THAT MAY
BE NECE55ARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE
PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
(4.) ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE 5TRUCTURAL DRAWINGS
SHALL BE VERIFIED AND SHALL CONFORM TO THE ARCHITECTURAL DRAWINGS.
MINIMUM COMPRESSIVE CONCRETE STRENGTH TO BE 3000 PSI IN 28 DAYS. ALL
CONCRETE SHALL BE READY MIXED" AND IN AGGORDANCE WITH A.5.T.M.
SPECIFIGATION C-q4. ALL CONCRETE MODULAR UNITS SHALL HAVE A
GOMPRE551VE STRENGTH OF Ig00 PSI WITH TYPE M OR 5 MORTAR, 2000 PSI.
INTERIOR GONGRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF
3 MEMBRANES. ALL SLABS TO BE REINFORGED WITH 6X6 I0/10 WELDED WIRE MESH.
I. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED.
2. GURRENT EDITION, A550CIATION GRADING RULES GOVERN.
3. ALL LUMBER SHALL BEAR GRADE MARK OF AN A51G BOARD OF REVIEW
4. ANY SPECIES ALLOWED UNLESS OTHERN15E NOTED.
5. SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERIGAN
LUMBER STANDARD PS 20-70.
6. MOISTURE GONTENT OF LUMBER 2" OR LESS IN THIGKNE55 SHALL BE Iq
OR LESS AT THE TIME OF INSTALLATION.
SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-O"
BEYOND THE PERIMETER LINES OF THE BUILDING.
(q) ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3" AGAINST
SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE
(10.) ALL HEADERS SHALL BE 2-2"X12" LAMINATED W/ 1/2" PLYWOOD GLUED W/
GON5TRUGTION ADHESIVE AND NAILED W/ 5416D COMMONS 16" O.G. TO MEET
HEADERS FROM 1'-4' SHALL BE SUPPORTED W/(2)JAGK STUDS EACH SIDE.
HEADERS FROM 5'-8' SHALL BE SUPPORTED W/(3)JACK STUDS EACH SIDE.
(11.) ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS.
(12.) GONTRAGTOR SHALL HAVE MANUFAGTURER5 SPEGIFICATION5 (GUT SHEETS)
ON SITE AT THE TIME OF INSPEGTION, FOR REVIEW BY THE BUILDING INSPECTOR,
TO MEET LOADS AS INDICATED.
I HEREBY CERTIFY THAT I HAVE REVIEWED
TH15 PLAN AND FOUND IT TO BE IN GOMPLIANGE WITH A5GE 1-16 AND
THE 2020 BUILDIN6 CODE 1TH EDITION
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OALBLE END TRU55
2"X4" VERTICAL BRACE AT EVERY GABLE UP -RIGHT
FASTEN VERTICAL BRACE PER PRE-ENGINEERED TRUSS
ENGINEERING
METAI6 AT EA GABLE UPRIGHT
FASTEN W/IOd 1 I/2" NAILS FILL ALL HOLES
�`�
BOTTOM CORD OF TRU55 FASTENDED TO SILL PLATE
W/3.25X.131 NAILS 3" OG�`�
" DIA X 8" H/2" SQUARE FLAT WASHER
H/MINIMUM EMBEDMENT OF 4 INTO BOND BEAM
AT 4' OG ',
2 X 8 PT 5YP 51LL PLATE -
2 X 4 NAILER
TYP I GAL CABLE END HALL DETA I L
1/4' = I'-0'
2X4 LATERAL BRAGIN6
SEE REQ. MIN TRUSS BRAGIN6
DETAIL
1/2" GYPSUM BOARD GEILIN6 OR IX4 PT
FURRIN6 AND VINYL GEILIN6
ALUMINUM FASO
2X SUB FASCIA FASTEN H/ TRIM NAIL 56" G
H/ALUMINUM FASCIA) VINYLE 50FF
2X4 GROSS BRAGIN6 D FASTEN HEM W/NO. 8 XII HEX HEAD SGRE
OG @ 12" G
STAPLE W/ I" STAPLE @ 12" G
2X4 OG GROSS BRACE @ 4W OG
TOENAIL TO GONTINOUS 2X4 ON W/(3) 0.0131" X 3" NAILS-;
FASTEN TO PRENOINEERED TRUSS W/(3) 0.0131" X 3" NAILSHALL
STUDS W/(3) I6D NAILS
2X4 CONTINUOUS
FASTEN TO 2X4 HALL _
STUDS W/(3) 16D NAILS OR GMU W/(2
1/2" CASE HARD NAILS) 12" OG
IT DETAIL
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FASTEN HEM W/ NO. 8 X 3/4" HEX HEAD SGREH
6" OG
STANDARD 1" CHANNEL (0.0115" TI-
FASTEN H/ TRIM NAIL 36" OG
ALL FASTENERS TO BE CORROSION RESISTANT
ELEGTRIGAL LEGEND
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IIOV SINGLE POLE 5WITGH
IIOV 3 WAY 5WITGH
IIOV OUTLET RECEPTACLE
IIOV OUTLET ARG FAULT RECEPTACLE
IIOV OUTLET GROUND FAULT RECEPTACLE
IIOV WATER PROOF OUTLET
IIOV GEILIN6 MOUNT OUTLET
IIOV HALF SHITGHED OUTLET
220V OUTLET REGEPTIGALE
IIOV GEILIN6 LIGHT
IIOV RECESSED L16HT
IIOV HALL MOUNT L16HT
IIOV VANITY LIGHT
8 FEET LED L16HT
4 FEET LED L16HT
2 FEET LED LIGHT
IIOV 50 GFM EXHAST FAN
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IIOV BATH LIGHT FAN COMBO
IIOV GEILIN6 FAN WITH LIGHT
220 AMP 51N6LE PHASE ELECTRICAL PANEL
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6ARA6E DOOR BUTTON ON HALL
SMOKE DETECTOR
TV
TELEVISION
PHONE
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THERM05TAT (60" 0/F)
ROOF PLAN
PRE-ENGINEERED TRUSSES 24" OG
GONTRAGTOR TO VERIFY EXI5TIN6 ROOF PITCH
AND MATCH EXI5TIN6 ROOF PITCH TO PROPOSED
TRU55E5
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EXI5TIN6
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ALL ELECTRICAL OUTLETS IN BATHROOMS, WITHIN 6 FEET OF A SINK IN KITCHEN AREA, IN 6ARA6E AREA OR ON
THE EXTERIOR MUST BE HIRED INTO A GROUND FAULT INTERRUPTER (CFI) CIRCUIT. OUTLETS NOT REQUIRED TO BE
ON A (6F1) GIRGUIT ARE REQUIRED TO BE ON A ARG-FAULT CIRCUIT (AFI).
SMOKE DETECTORS ARE REQUIRED IN EACH BEDROOM AND HALLWAYS AD-IAGENT TO BEDROOMS. SMOKE
DETECTORS SHOULD BE PLACE IN KITCHEN AND OTHER LIVING AREAS AS REQUIRED BY THE FLORIDA
RESIDENTIAL BUILDING CODE
2020 -ITH EDITION.
CARBON MONOXIDE DETECTORS ARE REQUIRED AT ALL 5LEEPIN6 AREAS WHEN F0551L FUELS ARE USED IN
HOME, HOME HA5 A FIREPLACE OR HOME HAS AN ATTACHED GARAGE.
ELEGTRIGAL. PLAN
1/4'=I'-0'
LATERAL BOTTOM CORD DRAGIN6
d 10' OG MAX (MIN IX4)
TOP/BOTTOM CORD 6ABLE
END 13RAGIN6 ® 48' OG MAX
FOR THE FIRST 4 ROP6 OF TRI65E5
(MIN 2X4)
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2X4 GROSrBRAOI N6 ® RIDGE
SEE TRU55 SYSTEM ENGINEERING DRAWIN65 FOR ANY ADDITIONAL
BRAGIN6 OR GROSS BRAGINO REQUIREMENTS
1 REQU I RED MINIMUM TRUSS BRAGIN6
V4' - 1'-0'
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASGE 1-I6 AND
THE 2020 BUILDING CODE 7TH EDITION
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STATE OF
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GENERAL INFORMATION
TERMITE PROTEGT (ON
It is the contractors res onsibilit to determine erection procedure and sequence to ensure the
1.1 P y
1.1
A permanent sign which identifies the termite treatment provider and need for reinspection and
safety of the building and its component parts during construction.
treatment contract renewal shall be provided. The sign shall be posted near the water heater or
electric panel.
1.2 All work is to be done in a neat, workmanlike manner by qualified skilled craftsmen. All contractors
1.2
Condensate and roof down spouts shall discharge at least 1'-0" away from building side walls:
and subcontractors must be properly insured.
1.3
Irrigationlsprinklersyscems including all risers and spray heads shall not be installed within 1'-0" of the
1.3 Care shall be taken to assure that the project site is safe and that debris is removed or collected in a
building side walls.
secure enclosure.
1.4
To provide for inspection for termite infestation, the distance between wall covering and final earth
1.4 The work of this project shall include all necessary labor, materials, licenses and permits required
grade shall not be less than six inches. Exception: Paint or decorative cementious finish less than
work as indicated b the drawings and specifications in a good and workmanlike
to complete the o y 9 P
5/8" thick adhered directly to the foundation wall.
manner.
1.5 The Bid for the work shall include that work associated with the renovation of the project
1.5
Initial treatment shall be done after all excavation and back fill is complete,
that is generally indicated on, but is not necessarily limited to, the drawings and applicable
specifications,
1.6
Soil disturbed after the initial treatment shall be retreated including spaces boxed for formed.
1.6 All work shall be in accordance with the requirements of the latest editions of the 2020
1.7
Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with
Florida Building Code, 2020 Florida Mechanical Code, 2020 Florida Plumbing Code,
permanent metal or plastic forms. Permanent forms must be of a size and depth that will
National Electrical Code and Life Safety 101 Code all as other applicable codes and
eliminate the disturbance of soil after the initial treatment.
ordinances. Accessibility must meet the requirements of the 2020 Florida Building
Code.
.
1.8
Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall
occurs before vapor retarder placement, retreatment is require.
1.7 All prospective contractors and subcontractors shall visit the premises in order to become
thoroughly familiar with the work and working conditions. Bid amounts shall include all work
associated with the various components of the work described on the plans whether shown in full
and complete detail or not,
1.8 Cost associated with applications for all necessary permits and the actual costs of all
necessary permits are to be included as a part of the work and shall be included with bid
amounts.
1.9 The contractor shall be solely responsible for proper and accurate layout of lines and grades
necessary to accomplish the work in a good and workmanlike manner. The contractor shall
verify all dimensions and figures indicated on the drawings before laying out the work and will be
responsible for any error or inaccuracies resulting from its failure to do so. The architect
assumes no responsibility for laying out the work.
1.10 Electrical, plumbing and mechanical subcontractors shall provide for additional engineering
(if required) and -shall secure all necessary permits, pay all associated fees and
arrange for all necessary inspections that may be required.
1.11 All materials used in the work shall be as specified. In the absence of specifications for any
materials required for the performance of the work, materials used shall be the best of their
respective kinds.
1.12 Any deviations from the drawings and specifications must be approved by the architect prior to
of the
sole responsibility
construction. Any deviations that are not approved shall become the
contractor.
1.13 All materials, systems, and construction components shall be installed in accordance with the
manufacturer's published instructions and specifications. The contractor shall coordinate the work
of all trades in order to assure proper clearances and coordination of the work.
1.9 Concrete over pour and mortar along the foundation perimeter must be removed before
exterior soil treatment.
1,10 Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure
side walls.
1.11 An exterior vertical chemical barrier must be installed after construction is complete including
landscaping and irrigation. Any soil disturbed after the vertical barrier is applied shall be
retreated.
1.12 All buildings are required to have pre -construction treatment.
1.13 A certificate of compliance must be issued to the building department by a licensed pest control
company before a certificate of occupancy will be issued. The certificate of compliance 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."'
1.14 After all work is completed, loose wood and fill must be removed from below and within T-0" of
the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose
containing material.
1.15 No wood, vegetation, stumps, cardboard, trash, etc., shall be buried within 15-0" of any
building or proposed building.
GONGRETE :
3.1 Concrete to be normal weight Irrith the follot�ring minimum compressive strengths at twenty eight (28)
days;
(A) Footings, slab -on -grade, slab fill ------------------- 3,000 psi
(B) I` Iasonry filled cells, wall tie beams, and tie columns --- 3,500 psi
3.2 Concrete shall be ready -mix per ASTM C94 as follows:
1.14 It shall be the responsibility of the contractor to properly store and protect all materials delivered to the job (A) Portland cement ----------------------- ASTM C150
borne b the contractor. ---------------------------
site. Any loss of any nature shall be bo e y (B) Aggregates ASTM C 33 (3/4 max)
(C) No calcium chloride
1,15 The premises and work areas shall be maintained in a reasonably neat and orderly condition and (D) Air Entraining -------------------------- ASTM C260
shall be kept free from accumulations of waste and debris. The contractor shall be responsible for (E) Water reducing ------------------------ ASTM C494
removal of all trash, waste and debris from the project site and shall dispose of same in a proper (F) Fly ash ------------------------------- ASTM C618-78 class F
and legal manner.
1.16 Gasoline, fuel oil, paint thinners and all other hazardous materials shall not be stored inside of the
premises. Use of such products or products containing such components shall only be used with
adequate and proper ventilation and shall be dispensed from containers approved for such use. The
contractor shall maintain all necessary Material Safety Data Sheets (MSDS) on the project site for all
products requiring same.
1.17 The contractor shall comply with all applicable rules and regulations of OSHA.
1.18 The contractor shall provide and maintain all necessary temporary shoring or bracing as may be
required to prevent damage to the owner's property or injury to persons.
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w 1.21 The contractor shall not commence work until the Owner has been provided with a certificate of
~O insurance indicating appropriate minimum insurance coverages.
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� 1.22 All work shall be guaranteed by the contractor for a period of one year with exception of products
z and components whose manufacturers provide for additional warranty and/or guaranty periods or
'w as may be otherwise specified herein. Prior to final payment, the contractor shall provide an
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originally signed guaranty for the work and other applicable warranties and guaranties to the
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owner.
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M1.23 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 hall be exposed and a string stretched from marker
a) to marker to verify required setbacks.
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3.3 Prepare and place concrete in accordance with the American Concrete Institute (ACI)
Manual of Standard Practice, Parts 1, 2, and 3, including recommendations for hot
weather concreting and ACI 318 Building Code requirements for reinforced concrete.
3.4 Required slump range at discharge end of truck equals (=) three (3) to five (5)
inches.
3.5 Contractor shall verify locations of all openings and sleeves, slab recesses, etc., as required by
other trades before concrete is placed.
MASONARY
4.1 Hollow load bearing units shall conform to ASTM C90, normal weight N2, with a minimum
compressive strength of 1,500 psi.
4.2 Bond intersecting masonry walls by either laying 50% of the units at the intersections in
an overlapping masonry bond pattern with alternating units bearing 8" on the units below
or by installing 4" by 10" rectangular anchors formed from 3/8" reinforcing steel between
adjacent units at maximum vertical centers of 16".
4.3 Lay all masonry units true to line and grade. Mortar joints shall extend the full width and
depth of face shells and shall not exceed 3/8" thickness, except for bed joints at footings
which shall not exceed 3/4" thick.
4.4
Mortar shall be type M or S and conform to ASTM C270. Mortar shall be used within two (2)
4.5 hours of mixing.
Place all masonry in running bond with three -eights (3/8) inch mortar joints.
GARPENTRi :
6.1 Furnish and install all rough and finish carpentry, and cabinet work as required to
completely provide for work indicated.
6.2 All lumber and plywood shall have grade marks and mill and treatment identification.
6:3 Pressure treatments shall include Osmosalts, Osmose K-33, Womansalts or Celcure.
6.4 Framing lumber shall be minimum No. 2, Southern Yellow Pine and shall have
maximum moisture content of 15%.
Fb= 1,2000 psi
F v= 90 psi
F c= 975 psi
E = 1,600,000 psi
6.5 Curbs, sleepers, nailers, furring, lumber in contact with earth, concrete, masonry or steel, and all
exposed and unpainted lumber shall be pressure treated. Pressure treated lumber shall be
Dnpregnated with a CCA salt treatment in accordance with F.S. TT-W-571 and bear the
American Wood Preserves Institute Quality Mark LP-2.
6.6 Provide all necessary anchorage using hot dipped galvanized common or ring shank nails and
hot dipped bolts, nuts and washers or wood screws. Staples are not permitted.
6.7 Install all framing closely fitted and accurately set. Reinforce all openings with headers and bridge
as shown or as required. Space studs and furring at maximum 16" centers. Provide single sole
plates and double top plates of the same width as framing members.
6.8 Finish lumber for interior trim shall be B and Better Douglas Fir. Provide stain grade
material without finger joints.
Install all trim in the longest lengths possible to avoid joints. Miter exterior corners, cope interior
6'9 corners and carefully scribe woodwork to other adjacent work. Provide profiles to match existing
as closely as possible and anchor all trim work with trim headed nails set just below the trim's
surface.
6.10 All plywood that is used for sheathing shall be a minimum of four plys and unless otherwise
specified or required to match an existing condition shall be nominal 5/8' CDX structurally rated for
the condition.
6.12
All plywood that is to be exposed, finished or not, shall be Douglas Fir A/C grade. Unless
otherwise specified or required for the existing condition, all finish plywood shall be 3/4" thick.
All Plumbing, Electrical, and Mechanical rough -ins must be complete, inspected, and approved
before requesting the framing inspection.
THERMAL ,$ MOISTURE PROTEGTION:
Exterior Sealants: Vulkem 116 or Sonneborn NP-1.
Interior Sealants: Dap Acrylic Latex or Pecora AC-20,
Plumbing Fixture Sealant: Dow Corning 8640 or G.E. 1700 Series silicone caulking.
Install sealants in accordance with manufacturer's directions.
ELEGTRIGAL
16.1 This electrical design is intended to meet the requirements of the National Electrical
Code, the local building department regulations and the electrical utility.
16.2 Wiring devices are to be specification grade.
16.3 Contractor is to provide cost options to the owner for: -- energy saving lamps
and ballast vs electronic.
16.4 The contractor shall furnish all material, labor, tools, equipment and work
required for installation of a complete electrical system including lighting and
power distribution, telephone conduits, interior and exterior lighting, as indicated
on drawings. All work shall comply with the standards of the latest adopted
edition of the National Electric Code and all work must meet approval of all
additional codes and inspecting authorities. Contractor shall investigate work to
be done prior to submitting bid.
16.5 Installation: all work shall be done is a neat workmanlike manner by
experienced journeymen electricians.
16.6 All dimensions must be verified by the contractor and responsibility
assumed for accuracy.
16.7 All minor work necessary, although not shown, to make this complete electrical
installation shall be considered a part of the contract.
16.8 Panel board to be square d or approved equal with door unless otherwise
specified (locking door, if required by Owner). Install typewritten, two -column
directories inside each panel -board indicating what each circuit serves.
16.9 All wire to be copper and no wire smaller than #12 awg gauge shall be used on this
installation. (exception: low voltage wiring as required) no aluminum wire to be
with the exception of the power company feeder lines .
used t p p p y ()
16.10 Switches: switches controlling panels, load centers, or motors shall be heavy
duty square D, ITE, or approved equal. Multiple mains shall be identified as
main #1, main #2, etc.
16.11 Electrical contractor shall install all exhaust fans, ductwork to be provided and
installed by HVAC Contractor.
MEGHAN I GAL
15.1 The entire installation shall conform to the requirements of the Standard Mechanical Code,
NFPA 90A and NFIPA 96, SMCNA, ACCA, and The Energy Efficiency Code for Building
Construction, latest editions.
15.2 Thermostats shall be mounted at 52" A.F.F. where shown on the plans.
15.3 Coordinate and verify electrical characteristics of equipment with the electrical contractor.
15.4 Coordinate available space for equipment and locations of diffusers, grilles, piping
and devices.
e meal weather covers at penetrations and factor curbs for installation of
15 4 Provide sheet t p y
all roof top or wall mounted equipment.
NAILS - ROOF
gd-GALV. RING SHANK NAILS OR EGU I VALENT
EDGES INS LL
ZONE 1 4" O.G. 6 it O.G.
ZONE 2e 4'' O.G. 6 11 O.G.
ZONE 2n 41, O.G. 411 O.G. Q
ZONE 2r 4'' O.G. 411 O.G.
ZONE 5r 4" O.G. 4" O.G. �{��' �T><U�.TU�B�
ZONE 5e 4'' O.G. 4" O.G. = 4.0'
ZONE 4 4 11 0. G. 6 " O.G.
ZONE 411 O.G G. 4" 0. G.
DOOR AND WINDOWS
8.1 New interior wood doors as scheduled
8.2 All metal doors are to be as scheduled.
8.3 All exterior windows and glass doors are required to be tested in
accordance with ANSI/AMMA/NWWDA 101/IS2 Standard and bear
an AMMA or WDMA label identifying the manufacturer,
performance characteristics and approved product testing entity,
8.4 All exterior windows and doors shall be anchored per published
manufacturer's recommendations to achieve the design pressure
specified.
8.5 Mullions and adjacent door assemblies are required to be tested or
engineered to transfer 1.5 times the designed loads to the rough
opening substrate.
APPROVED PRODUGT LIST
1 CAST CRETE, LENTIL HEADER, FL#10456.2
2 SIMPSON HETA16,HURRICANE TIES,FL#158.1
3 SIMPSON ABU44, HURRICANE TIES, F1_10860.4
4 HARDI PREVAIL LAPPED SIDING, FL#13192.5
5 GAF SHINGLES, FL#10124.1
6 APOC SB-1, UNDERLAY, FL#25974,5
7 ALSIDE, SOFFIT,FL#15272.2
8 MI, WINDOWS, FL#15209.1
9 PLASPRO, DOORS, FL#17676
10 FLAMCO, OFFRIDGE VENT, FL#21580.1 R2
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CPvBI-E `_:;TUGT1_IR�S
1 HEREBY CERTIFY THAT I HAVE REVIEHED
THI5 PLAN AND FOUND IT TO BE IN GOMPLIANGE WITH A5GE 7-I6 AND
THE 2020 BUILDIN6 GODS ITH EDITION
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