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1917 West 14th Street, Sanford Florida 32771
APPLICABLE CODES: ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH:
FLORIDA
BUILDING
CODE
2017 —
RESIDENTIAL
FLORIDA
BUILDING
CODE
2017 —
MECHANICAL
FLORIDA
BUILDING
CODE
2017 —
PLUMBING
2017 FLORIDA ACCESSIBLITY CODE 6th Edition
FLORIDA FIRE PREVENTION CODE — 5th EDITION
NATIONAL ELECTRICAL CODE - 2017
NOTE: SCOPE OF WORK INCLUDES REMOVAL OF CURVED EXISTING ENTRY STRUCTURE AND
REPLACEMENT WITH A CONVENTIONAL WOOD FRAMED ROOF SYSTEM, WITH SLOPES TO MATCH
EXISTING. ALSO INCLUDED IN THE SCOPE OF WORK WILL BE VARIOUS DECORATIVE TRIM ITEMS
AND MATERIALS AS WELL AS REPLACEMENT OF THE EXISTING FRONT ENTRANCE DOORS.
SHUTTERS WILL BE ADDED TO FRONT WINDOWS. FINALLY AN EXISTING DRAINAGE PROBLEM FROM
THE ADJACENT GARAGE ROOF WILL BE RESOLVED.
THIS PROJECT HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS CONSISTENT WITH
WIND LOADING FOR THIS LOCATION PER FLORIDA BUILDING CODE (Vult = 139 MPH, 3
SECOND GUST; Vasd - 108 MPH)
Permit Drawings - 4 September 2018
DRAWING INDEX
A-1 Site Plan /General Notes
A-2 Demolition Plan / Elevation
A-3 Proposed Plan / Elevation
S-1 Foundation & Framing Plans & Details
Steve Krone AIA
architect
AR 5770
320 Oak Hill Drive
Altamonte Springs, Florida
(407) 461-0406
RECORD COPY
REVIEWED POR CODE COMPLIANCE
PLANS XAMINER
r DATE
SAN11-01-RU BU'ILD INQ DIuiSION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
#1 8- 4244
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GENERAL NOTES AND REQUIREMENTS 0 0
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All work shall comply with the 2017 Florida Building Code -Residential (.0o ° •°
and all other applicable rules and regulations. v o Mn
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2. The plans and specifications are the property of the Architect and shall not E
be used or reproduced in any form without the expressed written Q -F-� 2 o
permission of the Architect. Q (� y
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3. The Architect shall not have control or charge of and shall not be C: (D o
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responsible for construction means, methods, techniques, sequences or ,~ o (n
procedures, or for safety precautions or programs in connection with the o • � ca a
CENTERLINE FOURTEENTH � 0 T-- -STREET— -- — — — work, for the acts or omissions of the Contractor, 5ub-Contractors, or U Q o a U
any other entity performing any of the work, or for the failure of any of N ; 0
them to carry out the work in accordance with the contract documents. > L M
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4. The General Contractor and all 5ub-Contractor�� s shall verify all conditions, vi c
loo.oa details and dimensions before proceeding with the work and shall be ,L c
responsible for coordination of the same. Architect shall be notified ofp Q € a a
any discrepancies. cn C
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5. The General Contractor and all 5ub-Contractor5 shall employ all ca o ;
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necessary safety precaution required for his scope of work. These O E n NCn
precautions shall include protection for other 5ub-Contractor5 as well as N -!=! O
the general public. All safety precautions shall be coordinated with the M Q V
project superintendent.
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G. Job superintendent shall verify all dimensions in field prior to commencing
work.
7. Dimensions supersede scale on drawings. DO NOT SCALE THE Q
DRAWINGS. 0
EXISTING
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8. It is intended that all work be first quality, and accomplished In a O
workmanlike manner by skilled craftsmen using accepted practices and J
method appropriate to the trade involved. Z LL
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AREA 9. All products and materials shall be installed as per manufacture's guidance 1--
and specifications unless specifically otherwise directed by the Architect. Q 0
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EXISTING I N 10. All 5ub-Contractor5 and Suppliers shall be responsible for coordinating
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RESIDENCE their work and certifying that their products meet FLA/ADA Standards. Z (U)
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1 1. All Sub -Contractors and 5upplier5 may submit alternate bids for similar or W 0 W
equal systems, equipment or materials for approval. TheseW
alternate shall U W
be clearly indicated and separated from the base bid. The suggested Z
changes should provide the same quality or workmanship and not diminish W
the function on the item or trade. Alternate bids will be evaluated for
possible approval by the Owner and the Architect. Z 0 -117
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1 2. Unless otherwise indicated, all 5ub-Contractor5 and Suppliers shall W r -
provide guarantees based on industry recognized standards for their ZI--
products and services. In no case shall these guarantees remain in effect O W
for less than one year from the date of substantial completion. W
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13. 5ub- Contractors shall provide the General Contractor with such plans h
and Information as may be required for the issuance of Acceptance
Certificates.
14. The General Contractor shall be responsible for obtaining all applicable
permits. ,
15. All work in question Including delivery of materials, contractor's work
schedule, parking and site use, finishes and colors shall be coordinated
with the Owner.
I G. All fabricated items shall be made from field measurements. Provide shop
100.00, drawings or submittals for approval prior to fabrication.
17. General contractor and all sub -contractors shall not avail themselves of
any unintentional error or omission and shall be charged with the
responsibility of furnishing a complete portion of his contract according
to the reasonable implied spirit and intent of the drawings. Change
orders will not be granted after the contract Is signed, unless they can
be substantiated as an unforeseeable Item, beyond and general Intent
and scope of the work.
DESCRIPTION 18. All Bidders and Contractors are required, before submitting their
proposals, to visit the site of the proposed work and completely
Begin 1922.6 feet west of and 710.0 feet south of the familiarize themselves with the nature and extent of the work and any local
SITE PLAN � 1 northeast corner of Section 35, Township 19 south, condition that may in any manner affect the work to be performed.
1 r" f-1� V Range 30 east, Seminole County, Florida; thence run
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SCALE: 1" = 20' west 100.0 feet, south 210.0 feet, east 100.0 feet, north 19. All Contractors are reciuired to examine carefully the drawings,
210.0 feet to the point of beginning. specifications, and other documents to inform themselves thoroughly
Information shown on this sheet is based on a survey regarding any and all conditions and requirements that may In any manner
dated November 28, 1990 prepared by Dennis J. Lewis affect the work. 14��
Associates, Inc. Apopka Florida.
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A -1
SITE PLAN
4 September 2018 Permit Drawings
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EXISTING WINDOWS AND
STUCCO BOTTOM BAND TO
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t STRUCTURE INCLUDING SUPPORT
WALLS AND ARCHWAY,
CONTINUOUS BACK TO EXISTING
SLOPED ROOF
F
REMOVE EXISTING WALL ABOVE,
AND DECORATIVE GLASS PANEL
EXISTING—
SIDELIGHT
REMAIN;
OWNER TO
REPLACE
GLASS
INTERIOR--
PARTITION
NTERIOR—PARTITION
SEE ELEVATION
\\ REMO E
\\
EXISTI G
\\ ENTR 1yCE
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4'-111
q'-1011
VERIFY DIMENSION AND VERIFY
THAT DOORS ARE CENTERED AS
SHOWN
DEMOLITION FLOOR P
SCALE �" = l'-0"
EXISTI
SIDELI T TO
REMAI ;
OWNEF TO
REPLACE
GLASS
INTERIOR
PARTITION
EXISTING
GARAGE
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ENTRY DOORS
AND SIDELIGHTS
DEMOLITION (NORTH) ELEVATION
SCALE 4" = l'—O"
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DEMOLITION
PLAN &
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PROPOSED FLOOR PLAN �i
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ROOF OVERHANG
12"x12" CONCRETE
BLOCK COLUMN;
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32" HIGH
MASONRY WALL
WITH STUCCO
FINISH — BOTH
SIDES
110V DUPLEX
RECEPTACLES;
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ROOF PROFILE
SHUTTERS;
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EXISTING DOUBLE FRONT DOORS
AND SIDELITE GLASS TO BE
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PROPOSED FRONT ELEVATION
SCALE "' = 1'-0"
4 September 2018 - Permit Drawings
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PROPOSED
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PROPOSED
PLAN &
ELEVATION
SECURE 2x4 1
OUTLOOKERS TO
1 GABLE END
RAFTERS WITH
SIMPSON H2.5A
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q'-10" 2'.18° — -- -- ---- -- -- ---- —
I1 SECURE LVL BEAMS
TO POURED 12"X12"
12"X1211 8"x8" THICKENED SLAB I ( 2x6 '- 2x6 — BLOCK COLUMNS
EDGE WITH (1) #5 I i I WITH EMBEDDED
CONCRETE ) I) � � I � I COLUMN I STRAPS; (2)
W TH FL EDGK I I
SET GABLE E SIMPSON HETA 20
CELL WITH( 4) -'
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#5'9 1 1 1 1 36"x36"x12" CONCRETE RAFTERS 32" I
LOWER FOR 2x4 I
FOOTING REINF. WITH (4) OUTLOOKERS;
#5'S EACH WAY SEE ELEVATION 1 I
'` _-1 �:�--- --- —=---•—I— s I 3/51 I 2x6 RAFT RS 0 24" O.G.
.,•; ! �..�;•.; SECURE RAFTERS TO
+,;.;':..:.� 1 u u WITH 2x6 IES; SEE
8 WIDE x 32 HIGH SECURE I LVL BEAMS WITH
.' I • • ' I MASONRY WALL, BOTH SECTIONS i 1 SIMPSON H1 CONNECTOF
51 DES OF ENTRY; OUTLOOKERS TO I /
RAFTERS WITH-
- — — PROVIDE FILLED CELLS
SIMPSON A35
(2500 PSI CONC) wl #5
REINF. LAPPED 25" OVER
#5 DOWELS EMBEDDED I x W EXTEND RAFTERS TO
IN 6"x8" THICKENED PERMIT ROOFING
SLAB EDGE — — CONTINUITY WITH
Q ®�— `� I GARAGE AND PROVIDE
r _ 8"x8" SLAB EDGE iU/ (1) — — -1 1 BASE FDR FLASHING
4" CONCRETE SLAB; SEE #5 CONTINUOUS I n p 1
NOTES BELOW
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SECURE NEW MASONRY I STU WALL TO I
TO EXISTING WITH #3 UND RSIDE OF ROOF
' DOWELS; DRILL INTO I DEC ; 2x6 016" O.0 w/ 2"
EXISTING BLOCK COURSE I SHE THING BOTH SIDES
6" AT JOINTS AND — — —
EMBED INTO EPDXY; /
EXTEND 12" INTO NEW \ //
MASONRY EVERY OTHER \\ SEE 0 ERFRAME DETAIL VALLEY
COURSE (16 O.C.); \ /
REPEAT AT 12"X1211 \ /
COLUMNS NIT— — T — —
1 FOUNDATION PLAN -Il ND_
S1 SCALE„ _ 1,_0„
ECURE P.T. 2x6 NAILER
TO TOP CHORD OF EACH
\\ // EXISTING TRUSS WIITH i'1
SOIL TREATMENT: PROVIDE "PREMISE 75" OR EQUAL INSECTICIDE IN x 5" GALV. LAG SCREWS
WATER SOLUBLE PACKETS. APPLICATION BY INDIVIDUALS OR FIRMS \\ ( //
LICENSED BY THE STATE OF FLORIDA TO APPLY TERMITICIDE
PRODUCTS. APPLY TREATMENT WITHIN MASONRY VOIDS WHERE
MASONRY RESTS ON CONCRETE FOOTINGS DURING CONSTRUCTION.
APPLY A FINAL TREATMENT FIVE FEET AROUND PERIMETER OF
BBUILDING
UILDING AFTER CCONSTRUCTION.
STRUC IO . FOLLOW
N REQUIREMENTS OF FLORIDA 2 ROOF FRAMING PLAN
S1 18
SCALE 1'-0"
FLOOR SLAB: 4 INCH THICK CONCRETE WITH 6x6 W 1.4x 141.4 WELDED
WIRE MESH OR FIBERMESH REINFORCING (CONTRACTOR'S OPTION) OVER
6 MIL VAPOR BARRIER AND CLEAN FILL, COMPACTED IN 12 INCH LIFTS 12'-3" A.F.F_
12
SOIL BEARING CAPACITY: FOUNDATION HAS BEEN DESIGNED FOR A 1!� R TOP OF 2x6 0 10'-10" A.F.F.
BEARING CAPACITY OF 2,000 PSF. NOTIFY ARCHITECT IF ORGANIC (o
MATERIALS (ROOTS, MUCK, VEGETATION) ARE ENCOUNTERED. THESE
MUST BE REMOVED. IF FILL IS TO BE INSTALLED, COMPACT IN 12 INCH SIMPSON H1
LAYERS TO ACHEIVE A 015% MAXIMUM MODIFIED PROCTOR DENSITY. EXTEND RAFTER TO
GARAGE ROOF FOR l BRG 0 q'-811 A.F.F
CONTINUITY AND
CONCRETE FOOTINGS: 3,000 PSI MIN. FLASHING 1 r 10'-02" A.F.F
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FILLED CELLS: 2,500 PSI MIN. I I SUSPENDED STUCCO CEILING;
REINFORCING STEEL: ASTM A615 GRADE 60 DEFORMED 3'-1" I GALV : WIRES, 1 2" 1
� ' I MAIN CHHANNEANNELS, SELF I q'-02" A.F.F
PORTLAND CEMENT: ASTM C 150, TYPE 1 I I FURRING METAL LATH,
1 STUCCO, PAINTED
NORMAL WEIGHT AGGREGATE: ASTM C33
WATER: POTABLE
PRESUMPTIVE SOIL LOAD BEARING VALUE . 2,000 PSF 3 SECTION ENTRY
COMPACT IF REQUIRED AND TEST TO CONFIRM
S 1) SCALE �„ = V-0"
0 0 -cl
2x0
r_— EXISTING ROOF
CONTINUOUS 2x6 PLATE SECURE
TO EXISTING TRUSS TOP CHORD
WITH 1/4"X511 GALV. LAG SCREWS
24" O.C.
OVERFRAME DETAIL
SCALE 4" = 1 ' -0"
SIMPSON
A35
2x8 RIDGE
2x4 0 24" O.C.
SIM SON LSTA
S-19AP ANCHOR
2x4 OUTLOOKERS
12'-311 A.F.F
TOP OF 2x6 0 10'-10" A.F.F.
12
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SECTION @ GABLE END
SCALE J" = 1'-0"
BRG 0 q'-8" A.F.F
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1 NEW CONSTRUCTION HAS BEEN DESIGNED IN ACCORDANCE
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CHAPTER 3 "BUILDING PLANNING", SECTION R301 "DESIGN CRITERIA"
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ULTIMATE DESIGN WIND SPEED (Vult) - 3 SECOND GUST : 1301 MPH [FIG. R301.2(3)3
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PROJECT DOES NOT LIE IN WIND BORNE DEBRIS REGION [FIG. R301,2(4)3
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RISK CATEGORY: II (FBC 2017 TABLE 1604.5)
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BUILDING MEAN HEIGHT IS LESS THAN 30 FT
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ROOF SLOPE: 26.58 dog - 6 IN 12 PITCH
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FRAMING CRITERIA
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1 NEW CONSTRUCTION HAS BEEN DESIGNED IN ACCORDANCE
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WITI-I FLORIDA BUILDING CODE -RESIDENTIAL 2017
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CHAPTER 3 "BUILDING PLANNING", SECTION R301 "DESIGN CRITERIA"
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2 WIND DESIGN CRITERIA:
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ULTIMATE DESIGN WIND SPEED (Vult) - 3 SECOND GUST : 1301 MPH [FIG. R301.2(3)3
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NOMINAL DESIGN WIND SPEED (Vasd) : 106 MPH CWIND SPEED CONVERSION TABLE 8301.21.9]U
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EXPOSURE CATEGORY: B (FBC 2017 SECTION 160q.4,3)
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ROOF SLOPE: 26.58 dog - 6 IN 12 PITCH
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ROOF COMPONENT t CLADDING LOADS -TABLE R301.2(2) (WORST CASE FOR ALL ZONES)
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POSITIVE: +20.3 paf NEGATIVE: (-83.1 paf)
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WALL COMPONENT t CLADDING LOADS -TABLE R301.2(2) (WORST CASE FOR ALL ZONES)
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POSITIVE: +95.9 psf NEGATIVE: (-47.2 paf)
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LIVE AND DEAD LOADS:
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ROOF DEAD LOAD: CEILING 3of ROOFING 2 psf,
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ROOF DECK 2 paf TOTAL 7 psf
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ROOF LIVE LOAD (TABLE 8301,6): 16 PSF
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TOTAL ROOF LOADS 23 pmf ®6:12 PITCH
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MAXIMUM DEFLECTION: V240
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A STRUCTURAL FRAMING LUMBER TO BE NO 2 SOUTHERN PINE
5 SECURE OSB OR PLYWOOD ROOF AND WALL SHEATHING TO FRAMING WITH 8d RING SHANK NAILS
AT 6" O.C. ALONG EDGE FRAMING AND 6" O.0 AT INTERMEDIATE FRAMING PER R803.2.3.1; a
FASTENER MINIMUM REQUIREMENTS
• 0.113 NOMINAL SHANK DIAMETER
• RING DIAMETER OF 0.012 OVER SHANK DIAMETER
• 16 TO 20 RINGS PER INCH
• 0,280 INCH FULL ROUND HEAD DIAMETER
2 INCH NAIL LENGTH
A35
11
4'
w•
H ETA 20
H2.5A
H 1 CONNECTOR
INSTALL CONNECTORS USING MANUFACTURER'S
RECOMMENDED FASTENERS
4 September 2018 - Permit Drawings
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FOUNDATION
& FRAMING