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SHEET 1 DESIGN INFORMATION
OFFICE COPY
SHEET 2 LOT COVERAGE PLAN
SHEET 3 FLOOR PLAN
SHEET 4 BUILDING GENERAL SECTION
SHEET 5 ELEVATIONS
SHEET 6 ELEVATIONS WINDOW FLASHING
SHEET 7 FOUNDATION PLAN
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SHEET 8 ROOF FRAMING PLAN
SHEET 9 ELECTRICAL PLAN
SHEET 10 ENGINEERING PLAN
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BUILDING CODE
FBC 6th Addition 2017
GENERAL JOB DESCRIPTION
LOT COVERAGE 340/01
WIND SPEED
130 MPH IMPORTANCE FACTOR 1
WIND EXPOSURE
EXPOSURE B ENCLOSED
TYPE OF CONSTRUCTION
Type V-B
REMOVE EXISTING PATIO
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SINGLE STORY ADDITION 241 SQ FT
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REPLACE WOOD DECKS
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ALTERATION LEVEL 3
RISK LEVEL
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2014
LOT COVERAGE
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NONE REQUIRED
NET CHANGE LESS THAN 400 SQ.FT.
ADDITIONAL SQUARE FOOTAGE
Heated Area 241 Sq.
IN PROGRESSPLAN DATE
March 30, 2018
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SHEET 2 LOT COVERAGE PLAN
SHEET 3 FLOOR PLAN
SHEET 4 BUILDING GENERAL SECTION
SHEET 5 ELEVATIONS
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SHEET 9 ELECTRICAL PLAN
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GENERAL DESIGN INFORMATION
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BUILDING CODE
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GENERAL JOB DESCRIPTION
LOT COVERAGE F 34%
WIND SPEED
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WIND EXPOSURE
EXPOSURE B ENCLOSED
REMOVE EXISTING PATIO
SINGLE STORY ADDITION 241 SQ FT
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REQUIRED STORM WATER STORAGE
NATIONAL FIRE PROTECTION CODE
2014
LOT COVERAGE
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NONE REQUIRED
NET CHANGE LESS THAN 400 S .FT.
ADDITIONAL SQUARE FOOTAGE
Heated Area 241 Sq.
IN PROGRESSPLAN DATE
March 30, 2018
Revisions
A- 1
FINS OPTIONAL
EITHER FIN CAN BE
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INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHAL MEET
THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PR ECTION.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF TWO OR MORE WINDOWS USING
F.B.C. APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION
APPROVAL WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOC
HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO T ANSFE
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISI LE LOCATION
IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.
LABELING TO COMPLY WITH SECTION 1710.8.2.
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OFFICE COP
A- THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER
IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC
PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
B- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND
INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION
PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
ON THIS DOCUMENT.
C- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF
ALTERED BY ANY MEANS.
D- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.)
FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED
I'ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE
SPECIFIC DRAWINGS FOR REVIEW.
E- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF
THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT.
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TABLE OF CONTENTS
CONTRACTOR TO VERIFY FIELD CONDITIONS.
CONTRACTOR TO NOTIFY DESIGNER CONFLICTS BETWEEN PLANS & FIELD CONDITIONS
GENERAL DESIGN INFORMATION
BUILDING CODE FBC 6th Addition 2017
WIND SPEED 130 MPH IMPORTANCE FACTOR 1
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TYPE OF CONSTRUCTION
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OCCUPANCY CLASS
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II
NATIONAL FIRE PROTECTION CODE
2014
LOT COVERAGE
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FOR Subterranean TERMITES
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EXISTING OVERHANG (2) 2X6 HIP
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low Voltage Deck
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GROUND FAULT INTERUPTER
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INTERIOR CABINET LIGHTING
EXISTING SHOWER
low Voltage Deck
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(DIM INTERIOR)
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F 'BATH EXHAUST FAN
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scale 1/4" = 1'-0" 1
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ROOF SHEETING PLYWOOD NAILING DETAILS
NOTE:
HTS 16
SHEETING 1/2" CDX OR 7/16"OSB
SILL PLATE WITH (S) 10D
FASTEN WITH 8d RINK SHANK NAILS
1/2" CEILING BOARD
FIELDS
1 NAIL 6" O.C. EDGES 6" O.0
FIELDS
NAIL 6" O.C. EDGES 6" O.0
FIELDS
4) NAIL 4" O.C. EDGES 6" O.0
FINISH CEILING SMOOTH
ATTACH (2) 2X4 POST TO FOUNDATION
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TO SILL PLATE W/4 8d
S-4 11
H3
SIDE OF BEAM
ONE CLIPEACH SIDE OF BEAM
FL10456EACH
BETWEEN NAILERS
Ll
ATTACH CLIP TO TRUSS W/ 4 8d. ATTACH CLIP TO
SILL PLATE W/4 8d
d
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AT BEAM
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ATTACH JOIST HANGER TO BLOCK WALL ANDS
ODGE1
8- 3/16" TAP CON EACH SIDE 10 10d INTO BEM
MATCH EXISTING
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SHEETING 1/2" CDX OR 7/16"OSB
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FASTEN WITH 8d RINK SHANK NAILS
NAIL 4" O.C. EDGES 6" O.C.
FIELDS
1 NAIL 6" O.C. EDGES 6" O.0
FIELDS
NAIL 6" O.C. EDGES 6" O.0
FIELDS
4) NAIL 4" O.C. EDGES 6" O.0
FIELDS
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HTS 16
CONNECT BEAM 2X4 POST OR BLOCK WALL. ANCHOR T
SILL PLATE WITH (S) 10D
ANCHOR TO FILLED BLOCK WITH (2) 3/16" X 1 1/2" TA
CON SCREWS
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ATTACH (2) 2X4 POST TO FOUNDATION
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TIE BEAM " 32 " O.C.
FL11506
ATTACH EACH CLIP TO TRUSS W/ 4 8d. ATTACH CLIP
TO SILL PLATE W/4 8d
S-4 11
H3
SIDE OF BEAM
ONE CLIPEACH SIDE OF BEAM
FL10456EACH
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(2)H3
ATTACH CLIP TO TRUSS W/ 4 8d. ATTACH CLIP TO
SILL PLATE W/4 8d
BACKER ROD & CAULKING
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.
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AT BEAM
S-6 HU410
ATTACH JOIST HANGER TO BLOCK WALL ANDS
8- 3/16" TAP CON EACH SIDE 10 10d INTO BEM
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OFFICE COPY
BOLT PLATE 48" O.C.
WOOD JAMB
1X TRIM TO
MATCH EXISTING
1 INSULATION BETWEEN NAILERS
& AGAINST BLOCK
CONCRETE FILL
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WOOD SILL
WOOD SKIRT
2X PT NAILER
1/2 " DRYW�
1" RIGID INSULAT
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5/8" VERTICAL
REINFORCEMENT
SILL
VINYL WINUUW
INSTALL BACKER ROD & CAUL
PREFLASH OPENINGS
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ALTERNATE CONCRETE BRICK)
8X8X16" CMU
PRIME & PAINT
S ENGINEERING DETAILS
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