HomeMy WebLinkAbout5527 19th StI 1 HII N 1 Imo— 1 1 _ !I 'I ' III 1 11 !Mwm'1l I N 11 IHI I I I I _ —.I -- — I 1 IMP I,1, t I 11. 1 _ RIRII 'All . ", I
EXISTING FRONT ELEVATIONS
(D V4' ■ P-W
DEMO EXI5TIN6
EXI5TIN6 LEFT 51DE ELEVATION
2 V4' - V-0'
DEMO EXI5TIN6
EXI5TIN6 R16HT ELEVATION
3 V48 Is 11-0■
EXISTING REAR ELEVATION
4 V4' - P-o'
FRONT
V4' I- b'
RIGHT 51DE
V4' - P-0'
LEFT 51 DE
1/4' - 1/-o'
ATION
ATION
FIBER6LA55 5HINBLE5
HARDIE BOARD
Basic Buildine Structural Information
Phis table was prepared using windload Calculator I'lus Software available frorn www.windcalcs.com
This information was created in accordance with Chapter 16 of the 2020 Florida Building
Code. The 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)
Attics: 20 psf w/ storage, 10 psf w/o storage
Habitable Attics, Bedroom: 30 psf
All Other Rooms: 40 psf
Garage: 40 psf
Roofs: 20 psf
(Balcony and Deck live loads are 150% of the adjacent space served._
Wind Design Data
Ultimate Wind Speed: 136 mph Nominal Wind Speed: 105 mph
Risk Category: II Wind Exposure: B
Enclosure Classification: Enclosed End Zone Width (a): 4.00 ft.
Internal Pressure Coefficient: 0.18 Roof Geometry: Gable
Roof Slope: 6.0 in 12 ( 26.60) Mean Roof Height: 13 ft.
(The Ultimate Wind speed was used to determine the Component and Cladding design
pressures.)
(This Building is not in a Wind -Borne Debris Region, and opening protection is not
required.)
Components and Cladding
Roof Zone 1:
Roof Zone 2e:
Roof Zone 2n:
Roof Zone 2r:
Roof Zone 3e:
Roof Zone 3r:
Overhang at Roof Zone 1:
Overhang at Roof Zone 2e:
Overhang at Roof Zone 2n:
Overhang at Roof Zone 2r:
Overhang at Roof Zone 3e:
Overhang at Roof Zone 3r:
Wall Zone 4:
Wall Zone 5:
Design Soil Bearing Capacity:
REVIE-W oATr- iSEP 20ZZ
CITY 0F" 2 PHYRhllP_L
PLAN EXAMINER
ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING C(41"'IE.
NATIONAL ELECTRIC CODE,
LAND THE CIi1+
ORIDINA:NCF
Sheet List Table
Sheet Number
Sheet Title
1
ELEVATIONS
2
FLOOR PLAN
3
FOUNDATION
4
ROOF PLAN
5
ELECTRICAL PLAN
6
GENERAL NOTES
+16.6 psf max.,
-38.9 psf min.
I HEREBY CERTIFY THAT I HAVE REVIEWED
+16.6 psf max.,
-38.9 psf min.
THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND
+16.6 psf max.,
-62.0 psf min.
THE 2020 BUILDING CODE 7TH EDITION
+16.6 psf max.,
-62.0 psf min.
+16.6 psf max.,
-62.0 psf min.
+16.6 psf max.,
-80.0 psf min.
�� OtA IM
O
-46.3 psf min.
,....,,
r,,ICENg�; •, F9 �i
-46.3 psf min.
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-69.4 psf thin.
No• 86663
-69.4 psf min.
-83.3 psf thin.
r �4r
OF
-96.5 psf min.'
ETA
'•.4CRlop
+27.3 psf max.,
-29.6 psf min.
-127.3 psf max.,
-36.6 psf min.
AP
/
2,000 psf
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51-011
FLOOR PLAN
V4'-P-O'
51-0"
21-011
71-104"
264`
III-o" L. 71-10"
255H 255H
2'-31"
EXISTING GARAGE: 531 SF
NEW GARAGE: 84a SF
TOTAL: 1380 SF
21-Si"
FIBER6LA55 5HIN67LE ROOF
" GDX PLYWOOD ROOF 5HEATHIN6
5EE NAILING CHART SHEET l
PEAL AND 5TIGK DRY -IN MATERIAL
PRE-ENGINEERED TRU55E5 24" OG
EAVE DRIP
IX6 FASCIA-.-
___ A<
2X6 506 FA5GIA NAILED
W/ (3) 0.131" DIA X 3" NAIL5-
AT EAGH TRU55
5EE SOFFIT IN5TALLATION DETAIL 5HEET 4 -
p PREGA5T I ENTEL -
ALUMINUM 51N6LE HUNG
WINDOWS
PREGA5T 51LL-
8" GMU WALL W/ 1/2"
5TUCGO FIN15H
R-30 1N5ULATION
-5/5" 5YP5UM GEILINS
INSTALL 51MP50N HETA20 FASTEN TO EA PRE EN6INEERED TRU55
WI 1/2" IOD NAILS FILL ALL HOLES
SINGLE BOND BEAM WI #5 REBAR
GONTINOU5 AROUND PERIMEER AND
TIED TO ALL VERTICAL R005
MIN OF 25" OVER LAP
VERTIGAL #5 REBAR
1/2" 6YP5UM WALL BOARD OVER
3/4" PT FURIN6 OVER
3/4" TUFF R IN5ULATION
#5 VERTIGAL REBAR GONTINUOU5 FROM FOOTER
-TO uOND LENTIL 5EE FOUNDATION PLAN FOR LOCATION
MIN OVERLAP 25"
I I
4" GONGRETE SLAB "IRE MESH OVER
Z 6 MIL V15QUEEN AND GLEAN COMPACT TREATED
501L
10" X 20" 3000 P51 CONCRETE FOOTING
W/ (3) #5 REBAR
ON GHAIR5 W/ MIN 5PAGIN6 OF 46' Or,
i u
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NOTES:
1) BOTTOM OF FOUNDATION TO BE A MINIMUM OF 12"
BELOW UNDI5TRU13ED 501L.
2) 5TEM WALL HEIGHT TO BE DETERMINED PER OWNER d
GONTRAGTOR TO FIT 51TE GONDITION5.
3) 5EE 5TEMWALL SUPPORT DETAIL FOR HEIGHTS OVER
4'-O"
TYPIGil
Vz' - r-a
,TION
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND
THE 2020 BUILDING CODE 7TH EDITION
No. 86663
T '• 3TA1E OF
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FOUNDATION PLAN
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5# VERT. BAR 48" O.G. 4 AT ALL POURED
CELL LOGATION5, AL50 AT ALL UPLIFT
STRAP LOGATION5
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(2)#5 (2)#5 REBAR GONT.
FOOTER DETA I L
DRILL I"XS" HOLE INTO EXI5TIN6 HALL5 24" OG
INSTALL RFRAR TO BE 12" LONG WITH 6" INTO EXI5TIN6 HALL 6" IN NEW BLOCK HALL
AND POUR GELL5 50LID
\ #5 VERTICAL ROD TIED AT TOP AN BOTTOM
AND AT EACH ROD IN BETWEEN
NOTE5;
1) ASSUMED 501L BEARING GAPAGITY TO BE 2000 P5F. 501L CAPACITY TO BE
VERIFIED BY OHNER/GONTRAGTOR PRIOR TO GON5TRUGTION. INFORM
ENGINEER OF ANY VARIATIONS. FOOTIN65 TO BE EXCAVATED TO I FOOT
BELOH W15TPA BED 501L, FREE OF VEGETATION AND DELETERIOUS MATTER.
2) IT 15 THE CONTRACTORS SOLE RE5PON515ILITY TO DETERMINE ERECTION
PORGEDURE AND 5EQUENGE TO INSURE THE 5AFETY OF THE BUILDING AND IT
COMPONENT PART5 DURING ERECTION. THIS INGLUDE5, BUT NOT LIMITED TO THE
ADDITION OF HHAT EVER TEMPORARY BRAGIN6, 6UY5, OR TIE DOHN5 THAT
MAY BE NEGE55ARY. SUGH MATERIAL SHALL BE REMOVED AND SHALL REMAIN
THE PROPERY FO THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
3) ALL DIMENSIONS AND ELEVATIONS 5HOHN ON THE STRUCTURAL DRAWINGS
5HALL BE VERIFIED BY GONTRAGTOR AND SHALL CONFORM TO THE
ARCHITECTURAL DRAHIN65.
4) CONCRETE:
MINIMUM GOMPRE551VE CONCRETE 5TRE6TH TO BE 3000 P51 IN 28 DAY5.
ALL GONGRETE SHALL BE READY MIXED AND IN AGGORDANGE WITH A.5.T.M.
5PEGIFIGATION G-q4. ALL CONCRETE MODULAR UNITS SHALL HAVE A
GOMPRE551VE 5TREN6TH OF 1900 P5I HITH TYPE M OR 5 MORTAR, 2000 P51.
5) SLAB ON GRADE:
INTERIOR CONCRETE 5LAB5 POURED ON 6RADE K' THICK) AND TO BE POURED
OVER 6 MILL V15GUEEN. ALL SLABS TO BE REINFOREDED WITH (oX6 r WELDED
HIRE ME5H.
(9) TERMITE TREATING:
501L BELOW 5TRUGTURE TO BE TERMITE TREATED TO A 015TANGE OF 5'-0"
BEYOND PERIMETER LINE-5 OF THE BUILDING.
l) ALL STEEL SHALL BE 4OK51 WITH A MINIMUM CLEAR COVER OF 3" A6AIN5T
SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIME5 (25") THE DIAMETER OF
REBAR.
8) ALL REBAR LOGATION5 MUST BE VERIFIED BY CONTRACTOR PRIOR TO
POURIN6 OF FOOTER. NOTIFY ENGINEER OF ANY VARIATIONS OF DIMENTION5.
q) POUR GOLUMN5 SOLID AT ALL BEAM AND GIRDER HALL LOGATION5.
10) ALL FIXTURE LOGATION5 MUST BE VERIFIED BY CONTRACTOR PER FLOOR
PLAN AND 15 THE RE5PON51BILITIY THE GONTRAGTOR/PLUMBIN6 CONTRACTOR
TO PLACE FIXTURE5 IN CORRECT LOGATION5. PLUMBING DRAIN LINE5 ARE NOT
A 5TRUGTRUAL PART OF PRANINC75 AND MAY VARY IN FIELD WITHOUT
APPROVAL FROM ENGINEER OF RECORD.
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND
THE 2020 BUILDING CODE 7TH EDITION
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FASTEN TO PRE-ENGINEERED GABLE TRU55 H\ (5)SD
ROOF PLAN NAILS
V4'-I'-W
2X6 HOOD
FA5TENER5 EA NAIL HEM
H/I(b GAGE X I" LONG GALV 5TAPLE5
12" 501
FA5TEN 2X4 PT TO MASONRY HALL
H/3/Ib" PIA X 2 3/4" ® 3611 OG
2x4 PT
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FA5TEN TO 2X4 LEDGER
H/Ib GAGE X I" LONG GALV 5TAPLE5
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SOFFIT IN5TALLATION DETAIL
ms
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211X4" VERTICAL BRACE AT EVERY GABLE UP -RIGHT
FASTEN VERTICAL BRACE PER PRE-ENGINEERED TRU55
ENGINEERING
METAIb AT EA GABLE UPRIGHT
FA5TEN H/IOd 1 1/2" NAIL5 FILL ALL HOLE5
BOTTOM GOIRD OF TRU55 FA5TENDED TO SILL PLATE
H/325X.131 NAIL5 3" OG
�" PIA X b" H/2" SQUARE FLAT HA5HER
H/MINIMUM EMBEDMENT OF 4 INTO BOND BEAM
AT 4' OG
2 X 8 PT 5YP SILL PLATE
2 X 4 NAILER
TYPICAL CABLE -END DETAIL
V4•-I'-O•
1/2" GYPSUM BOARD CEILING OR IX4 PT
FURRING AND VINYL CEILING
2X4 LATERAL BRAGING
5EE REG. MIN TRI65 BRAGING
DETAIL
LATERAL
G�ORDRRAGIGIN�6
o 10 OG MAX (MIN IX4)
TOMMOM CORD GABLE
END BRACING 0 49' OG MAX
FOR THE FIRST 4 ROW5 OF TRU55E
(MIN 20)
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5EE TRJ55 5Y5TEM ENGINEERING DRA IING5 FOR ANY ADDITIONAL
BRAGING OR GRO55 BRAGING REQUIREMENT5
REQUIRED MINIMUM TRU55 BRAGINC
ms
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND
THE 2020 BUILDING CODE 7TH EDITION
No.86663 9�
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ALL ELECTRICAL OUTLET5 IN 5ATHROOM5, WITHIN b FEET OF A 51NK IN KITCHEN AREA, IN 6ARGAGE AREA OR
ON THE EXTERIOR MU5T BE HIRED INTO A GROUND FAULT INTERRUPTER (6FI) CIRCUIT. OUTLETS NOT REQUIRED TO
BE ON A (CFI) GIRGUIT ARE REQUIRED TO BE ON A ARG-FAULT CIRCUIT (AFI).
SMOKE DETEGTOR5 ARE REQUIRED IN EACH BEDROOM AND HALLHAY5 ADJACENT TO BEDROOM5.5MOKE
DETEGTOR5 SHOULD BE PLACE IN KITCHEN AND OTHER LIVING AREA5 A5 REQUIRED BY THE FLORIDA
RE51DENTIAL BUILDING CODE
2020 ITH EDITION.
CARBON MONOXIDE DETEGTOR5 ARE REQUIRED AT ALL SLEEPING AREAS F0551L FUELS ARE U5ED IN HOME,
DDJRL,/�D DDDD
IIOV 51NGLE POLE 5HITGH
IIOV 3 HAY 5HITGH
IIOV OUTLET RECEPTACLE
AFI�
IIOV OUTLET ARG FAULT RECEPTACLE
6F�
IIOV OUTLET GROUND FAULT RECEPTACLE
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IIOV HATER PROOF OUTLET
CM
IIOV GEI ING MOUNT OUTLET
IIOV H F 5HITCHE0 OUTLET
220V OUTLET REGEPTIGALE
IIOV GEILING LIGHT
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T IIOV REGE55ED LIGHT
IIOV L MOUNT LIGHT
IIOV \1A qITY LIGHT
8 FEET'FLUORE5GENT LIGHT
4 FEET FLUORE5GENT LIGHT
2 FEET FLUORE5GENT LIGHT
@
IIOV 50 GFM EXHA5T FAN
IIOV BATH LIGHT FAN COMBO
IIOV GEILING FAN WITH LIGHT
220 A 51NGLE PHASE ELECTRICAL PANEL
■
GARA DOOR BUTTON ON HALL
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TELEVI ON
PHONE
(T)
THERMC 5TAT (60" O/F)
IN6LE PHASE
REACKER PANEL
IITH MAIN
NOTES: CONCRETE ENCASED "UFER" ELECTRODE REQUIRED
TYPI(-'-L ELE1 TRC-AL RDER
NTS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND
THE 2020 BUILDING CODE 7TH EDITION
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GENERAL INFORMATION
TERMITE PROTECTION
1.1
It is the contractors responsibility to dete ine erection procedure and sequence to ensure the
1.1
A permanent sign which identifies the termite treatment provider and need for reinspection and
safety of the building and its component its 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
Irrigation/sprinkler systems 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
to complete the work as indicated by the drawings and specifications in a good and workmanlike
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.
1.7 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
construction. Any deviations that are not approved shall become the sole responsibility of 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.
1.8 Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall
occurs before vapor retarder placement, retreatment is require.
1.9 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 1'-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 V-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 16-0" of any
building or proposed building,
CONCRETE:
3.1 Concrete to be normal weight with the following minimum compressive strengths at twenty-eight (28)
days:
(A) Footings, slab -on -grade, slab fill ------------------- 3,000 psi
(B) Masonry 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
site. Any loss of any nature shall be borne by the contractor. (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 tither 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.
1.20
1.21 The contractor shall not commence work until the Owner has been provided with a certificate of
insurance indicating appropriate minimum insurance coverages.
1.22 All work shall be guaranteed by the contractor for a period of one year with exception of products
and components whose manufacturers provide for additional warranty and/or guaranty periods or
as may be otherwise specified herein. Prior to final payment, the contractor shall provide an
originally signed guaranty for the work and other applicable warranties and guaranties to the
owner.
1.23 A foundation survey shall be performed and a copy of the survey shall be on the site for the
building inspector's use, or all property markers hall be exposed and a string stretched from marker
to marker to verify required setbacks.
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.
CARPENTRY:
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%.
F fr 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
impregnated 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 PROTECTION:
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.
ELECTRICAL
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
used with the exception of the power company feeder line(s).
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.
MECHANICAL
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.
15.4 Provide sheet metal weather covers at penetrations and factory curbs for installation of
all roof top or wall mounted equipment.
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 PRODUCT LIST
1 SIMPSON H10A, HURRICANE TIES, FL#10456.2
2 SIMPSON H2,5A, HURRICANE TIES, FL#10456.3
3 SIMPSON HTA20, HURRICANE TIES, FL#11473
4 HARDI PREVAIL LAPPED SIDING, FL#13192,5
5 DOORS PREMIER PRODUCT, FL 17460.1
6 WINDOWS PLYGEM 1500, FL 15329.1
7 GAF ROOF UNDERLAY, FL#10626.1
8 GAF SHINGLES, FL# 10124.1
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I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND
NAILS - ROOF THE 2020 BUILDING CODE 7TH EDITION
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