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11/18/13 CLE

1/9/14 CLE

3/22/14 CLE

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11/18/14 WRM

1/28/15 DSC

2/20/15 DSC

5/20/15 WRM

0.0

COVERSHEET

PRESCRIPTIVE CODE

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11/18/13 CLE

1/9/14 CLE

3/22/14 CLE

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1.3

EXTERIORELEVATION 'C'

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11/18/13 CLE

1/9/14 CLE

3/22/14 CLE

4/15/14 CLE

11/18/14 WRM

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2.1

CONCRETELAYOUT PLAN

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1/9/14 CLE

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3.1

FIRST FLOORPLAN

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20 minute firerated doorgaragedwellingseparation. ART11.28.2016

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3.2M

SECOND FLOORPLAN

MASTERPIECE

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3.3

SECOND FLOORPLAN OPTION

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SCREENEDPORCH OPTION

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4.2

ROOF PLAN

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5.1

SECTIONS

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6.1M

FIRST FLOORELECTRICAL

MASTERPIECE

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6.2M

SECOND FLOORELECTRICAL

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FIRST FLOORFLOOR COVERING

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SECOND FLOORFLOOR COVERING

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GENERAL NOTES &CONSTRUCTION SPECIFICATIONS

SUPPLEMENTAL NOTES

4504.1 Anchorage. Exterior walls of structures in the 120 and 130 mphwind zones shall be anchored to the footing to resist the forces specifiedin Section 4508.2, by the prescriptive requirements of this Section, or asallowed by Section 4508.4 and Figure 4504.3 (a) Through 4504.3 (e).Exterior walls of structures in the 110 mph wind zone shall be anchoredto the foundation wall, pier/curtain wall, or slab on grade with ½-inchanchor bolts 4-feet on center extended 15-inches into masonry and7-inches into concrete and are exempt from the requirements of thisSection.

4504.2.1 Sill plates shall be anchored with ½ inch anchor bolts with 2 x2 x 1/8 inch washers at intervals not to exceed Table 4504.1. Where thevertical reinforcement bars/bolts terminate at the sill plate with aconnector capable of developing the bar/bolt capacity, approved strapanchors from the sill plate to the wall framing shall be installed (Note:Cable clamps have no rated capacity when used with reinforcing steel orbolts).

Exception: Where the uplift connectors are continuous from thefooting to the exterior wall framing, the spacing of the continuousanchorage may be increased per Table 4504.1.1.

4404.4 Exterior Concrete Slab-on-grade Footings. Verticalreinforcement shall be installed at intervals not to exceed Table 4504.1.1and shall terminate in a double sole plate.

Exception: Vertical reinforcement (anchorage) shall be installed atintervals not to exceed Table 4504.1. where the bars terminate in asingle sole plate. Approved strap anchors or wood structural panels shallbe installed to provide a continuous load-path from the single sole plateto the wall.

WIND SPEED (mph)MAXIMUM SPACING (inches)

120 130

21 18

(NCRC) TABLE 4504.1STRUCTURAL ANCHORAGE

BOLT SIZE (inches)MAXIMUM SPACING (inches)

58" 1

2"96 72

(NCRC) TABLE 4504.1.1STRUCTURAL ANCHORAGE

38"

42

1. Required spacing of ½-inch anchor bolts where a bond beam isrequired and for slab on grade with a single sole plate.

1. Apples to 120 and 130 MPH wind zones.2. Continuous anchorage from footing to girder or wall framing.3. Applies to footing dowel bars, vertical reinforcement, and anchor bolts.4. Spacing may exceed the tabulated values by up to 8 inches provided the total number ofrequired bars is installed.

DATE

SCALE

JDE NO.

SHEET

PLAN NAME

ARCH DATE

DESIGN/DRAWN/CHECKED

420 Osceola AvenueJax. Beach, Florida 32250

Ph. 242-0908 Fax. 241-9557

L u i s A . P o n t i g o , P E

L u i s A . P o n t i g o , P E

DO NOT SCALE DIMENSIONS FROMTHESE DRAWINGS. IF A DIMENSION IS

UNCLEAR REFER TO THEARCHITECTURAL DRAWINGS OR

CONTACT THE E.O.R.

CONTRACTOR SHALL CONTACT LOUPONTIGO & ASSOCIATES PRIOR TOMAKING ANY STRUCTURAL FIELD

MODIFICATIONS WHICH MAY VARYFROM THE INTENT OF THE ORIGINALCONSTRUCTION DOCUMENTS. ANY

FIELD ALTERNATIONS MADE PRIOR TOBEING APPROVED BY LOU PONTIGO &

ASSOCIATES MAY RESULT INADDITIONAL ENGINEERING OR

INSPECTION FEES.

FIELD ALTERATION

REVISIONS DATE

1 1 - 2 1 - 1 6

FOOTING SCHEDULE AND NOTES

FOUNDATION PLAN

S1.0

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Hurricane clips installed permanufactures installationinstructions. ART 11.28.2016

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Reviewed For Code Compliance

Reviewed For Code Compliance