HomeMy WebLinkAbout6747 North Lake Dr1/2" CDX ROOF SHEATHING NAILED PER
ROOF SHEETING DETAIL WITH 8D NAILS,
USE STEEL PLYGLIPS , APPROVED
UNDERLAYMENT WITH SHINGLES,
ENGINEERED ROOF
TRUSSES 24" CC.
SEE ROOF TRUSS PLAN
1/2" CEILING TYPE
2X4 OR 2X6 WOOD SUB WITH p GYPSUM BOARD
ALUMINUM SOFFIT AND FASCIA
TRIM
SEE LINTEL CHART
VINYL FRAME SH WINDOWS
MASONRY SILLS
4" CONCRETE SLAB WITH WIRE MESH
OR FIBER MESH AND 6 MILL VISQUEEN
OVER CLEAN COMPACT TERMITE TREATED
SOIL
GRADE 411,
GROUND WIRE TO 12" "5 VERTICAL RODS FROM
FOOTING REBAR FOOTINGS TO BOND BEAM
WITH 25" LAP MINIMUM
.I Il6" X 12" FOOTINGS WITH
If (2) "5 REBAR ON CHAIRS
BOTTOM OF FOUNDATION
MINIMUM 12" BELOW GRADE
BLOCK WALL DETAIL
NOT TO SCALE
32' O"
ROOF
2X2 WOOD VERTICAL BLOCKING ATTACHED
TO FACE OF EACH TRUSS WITH (2) I2D NAILS \
AND EXTENDS DOWN TO SOFFIT LOCATION
4" TO 8" FASCIA INSTALL BEHIND EAVE DRIP
SECURE SOFFIT TO -OTT O FFSM A A WIT
24' 4"
OGI
7/8" STAPLE. SECURE FASCIA WITH 1 3/4" TRIM
NAIL 16" OG
INSTALL CONTINUOUS F CHANNEL TO FACE
2X2 CONTINUOUS BATTEN ATTACHED TO OF BLOCK WALL WITH CONTINUOUS IX2 WOOD '
VERTICAL 2X2 BLOCKING WITH I- 12D NAIL BLOCKING WITH 1 5/8" MASONRY FASTENERS
12" OC
BLOCK WALL 'EXISTING
ALUMINUM SOFFIT PANEL SUNROOM
SECURE PANEL TO 2X2 BLOCKING SIMPSON MSHA3.5/11.25" OR EQUAL
WITH -1/8" STAPLE OR +8X1" SCREWS HANGER SECURED TO WALL USING
8"OC 5/8"X 6" EXPANSION BOLT AND
MAX 24" FILL NAIL HOLES WITH IODXI 1/2
NAILS AT EACH END OF BEAM 45 VERTICAL RODS FROM FOOTINGS
139 MPH WIND SPEED OR LESS DBL 2XI2 •2 PINE BEAM WITH BELOW TOP OF WALL. PLACED AT
� ALL CORNERS, EACH SIDE OF ALL -
BLOCK WALL SOFFIT DETAIL
I/2" PLYWOOD IN CENTER, WRAP OPENINGS AND SPACED MAXIMUM Cx BEAM WITH ALV WIRE LATH AND 4' O' Or -WITH CELLS FILLED SOLID
STUr-GO
NOT TO SCALE
ROOF EDGE
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GABLE END
-O PARTIAL ROOF PLAN
ZONE OI 8d RINGS SHANK NAILS AT fc" O-C. AT EDGES
Sd RING SHANK NAILS AT fo" O.C. INTERMEDIATE
ZONES O 0 Sd RING SHANK NAILS AT 6" O.C., 4" O.G. AT
ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL
NOTE- END JOINTS FOR SHEATHING SHALL BE STAGGERED
AND OCCUR OVER A FRAMING MEMBER.
ROOF 5HEATHING NAILING
NOT TO SCALE
CONTRACTOR TO
CONFIRM ROOF PITCH
12
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WALLLEIGI-IT 84"
OPTIONAL BRICK
DECORATIVE CEI"TENTITIOUS FINISH
- - -
. _GARACsE FINISH FL0012 -----------------------------_- -
-------------•----'---•----'---'----'--- --- O.O..
HATCHED AREAS EXISTING L2 4"
PARTIAL FRONT ELEVATION 1 /4" = 11 011 T.B.V.
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T.B.V. T.B.V.
PARTIAL RIGHT ELEVATION 1/4" = 11 O'1
EXISTING 6'O"X6'8"
' REMOVE EXISTING 25 SH WINDOW AND
rCUT AWAY BLOCK DOWN TO SLAB
----------------
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AND INSTAL NEW EXTERIOR DOOR
EXISTING LINTEL TO REMAIN WITH NO
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SEE NEW TO EXISTING/HOUSE
FINISH FLOOR
LOCK WALL DETAIL
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MASTER BED
NEW
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REMOVE E)<STING 25 SH WINDOW AND
CUT AWAY BLOCK DOWN TO SLAB
STORAGE
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GARAGE
/AND INSTALL NEW INTERIOR DOOR
EXISTNG LINTEL TO REMAIN WITH NO
STORAGE SLAB SAME
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GARAGE SLAB 4" BELOW
/STRUCTURAL CHANGE TO THE OPENING
LEVEL AS GARAGE
HOUSE FINISH FLOOR
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24 SH WITH
RADIUS TO
25 SH
8' Sn
* 34.50
- 45.92
SEE NEW TO EXISTING
BLOCK WALL DETAIL
32' O"
FLOOR PLAN 1/4" = 11 O"
ALL EXTERIOR WALLS ACT AS SHEAR WALL-0
THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY
WITH ALL OF THE LOADING REQUIREMENTS - SECTION 1103 "STRUCTURAL"
OF THE FLORIDA BUILDING CODE 2020 - EXISTING BUILDING -1TH EDITION
PRODUCT CATEGORY
APPROVED PRODUCT LIST
SUB CATEGORY MANUFACTURER
STATE FL
APPROVV AL
STRUCTURAL COMPONET
HETA20
SIMPSON
FL 11413
STRUCTURAL COMPONET
1`11514A HANGERS
SIMPSON
FL 13904
STRUCTURAL COMPONET
LINTEL HEADER
CAST CRETE CORP
FL 158.1
ROOFING
ASPHALT
GAF SINGLES ALL
FL 10124.1
ROOFING
UNDERLAYMENT
GAF
FL 10626.1
SINGLE HUNG
WINDOWS
NON IMPACT
PLYGEM 1500
FL 16103.1
SOFFIT E FASCIA TRIM
SOFFIT AMERICAN CONSTRUCTION METALS FL 12013.1
EXTERIOR DOORS
GARAGE 9'2" TO 16'2"
CLOPAY
FL 5684.3
25 SH
+ 34.50
45.92
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HATCHED AREAS EXISTING
PARTIAL REAR ELEVATION 1/4" = 11 O"
Vj 7 �oAkLw ��
Pccw� LIVING
CLOSET 105
CD`J C5 I— ORt i 4 41
32X Z3 GARAGE
4 STORAGE 622
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS TOTAL i68
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 37296 FIS
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS 1 OF
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 160E OF THE
FLORIDA BUILDING CODE 2020 "1 TH EDITION AND ASCE 1-16
FOR 139 MPH WIND ZONE RISK CATEGORY 11 AND THE ENTIRE # 2�212
2020 BUILDING CODE RESIDENTIAL i TH EDITION ARGAY
GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2020 FLORIDA BUILDING GODS
SOIL TERMITE TREATMENT:
1 TH EDITION AND THE 2020 FLORIDA BUILDING CODE - RESIDENTIAL -ITH EDITION.
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
ARKAY ENGINEERING, INC.: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
ENGINEERING COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
OF THIS STRUCTURE.
A "CERTIFICATE OF COMPLIANCE° SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
SHALL STATE
FOLLOWING SUPERIMPOSED LOADS:
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
FLOOR:
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
LIVE LOAD - 50 P,S,F.
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
DEAD LOAD - ID P.S.F.
IF A REGISTERED TERMITICIDE BAIT SYSTEM 15 TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
ROOF:
DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F.
OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. 05 P.S,F, WHEN TILE ROOFING IS INSTALLED)
BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S,F.
MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL,
ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P,S,F.
WIND:
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
BUILDING IS DESIGNED TO CONFORM TO ASGE 1-16, CHAPTERS 26 THRU 31: PER 2020 FLORIDA
BACKFILLING 4 COMPACTION ARE COMPLETE
BUILDING CODE, RESIDENTIAL TTH EDITION - SECTION R301,2.1,1. AND 2020 FLORIDA BUILDING
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
CODE 1 TH EDITION SECTION 1605
(INCLUDING ANY BOXED OR FORMED AREAS) -
COMPONENT 4 CLADDING WIND LOADS
BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
WIND DESIGN ASSUMPTIONS:
ALL OTHER
WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
BUILDING EXPOSURE - B
BUILDING
ROOF OVERHANG
COMPONENT
ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
BUILDING RISK CATEGORY - 11
ZONE
LOADS
LOADS
INITIAL TREATMENT.
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT 4 EXPOSURE ADJUSTMENT
I
N/A
+32,3/-35.3
A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
COEFFICIENT = LO
DILUTION, IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
ENCLOSED BUILDING
SHALL BE REQUIRED
INTERNAL PRESSURE COEFFICIENT = +/- O.IS
2
65,1
+32,3/-56,2
WIND SPEED SHOWN AT THE BOTTOM RIGHT
ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
CORNER OF THIS SHEET
3
-110.6
+32.3/-89.0
MUST ISE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
ALL STRUCTURAL ELEMENTS, EXTERIOR
4
N/A
+35,3/-38,2
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WALLS AND INTERIOR WALLS SHALL BE
WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
TYPE V CONSTRUCTION PER FBC 602,5
5
N/A
+35,3/-41.2
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
SOIL BEARING COMPACTION:
COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE
VERTICAL BARRIER 15 APPLIED, SHALL BE RE -TREATED.
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P,5.F,
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
(MINIMUM), THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
BUILDING SIDEWALLS (PER FBC R318),
ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P,S,F,
FOUNDATION LOADING.
AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
ARKAY ENGINEERING, INC.: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
NOR PERFORMING ANY SOIL TESTING.
THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
ARKAY ENGINEERING, INC. SHALL NOT BE RESPONISBLE FOR THE SITE SOILS ABILITY TO SUPPORT
WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
THE BUILDING LOAD5,
FOR FUTURE TERMITE INFESTATIONS
FOUNDATIONS 4 SLAB -ON -GRADE:
TRUSSES:
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA.
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REV15E THE
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T. L. HANSON 4 ASSOCIATES IS
REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN
SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
INTENT PRIOR TO COMMENCEMENT OF THE PROJECT,
COMPACTED AND TERMITE POISONED SOIL.
CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
EXTERIOR WINDOWS 4 DOOR ASSEMBLIES:
COMPRESSIVE STRENGTH OF 2,500 P.S.I.
ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
101/152 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY,
WITH ASTM A-615, LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR "5 REBAR, 30" FOR *6 REBAR 4 35" FOR *-I REBAR.
ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE.
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
TO ACHEIVE THE DESIGN PRESSURES SPECIFIED.
EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
ELECTRICAL, PLUMBING 4 MECHANICAL:
A FOUNDATION SURVEY SHALL SE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
IN ACCORDANCE WITH CHAPTER 411,003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL,
SITE FOR THE BUILDING INSPEC-ORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
A STRING STRETCHED FROM M—',RKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS,
MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON
ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS.
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AND AT
MASONRY WALLS:
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT.
CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-SO
ALL ELECTRICAL OUTLETS IN HABITABLE SPACES 5F-ALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
AND SHALL HAVE A MINIMUM F'M OF 1,500
MORTAR SHALL CONFORM TO ASTM G-210 AND SHALL BE EITHER TYPE M OR S,
SAFETY GLAZING:
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615, LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOU5 LOCATIONS FOR THE PURPOSES OF
FOR *5 REBAR, 30" FOR *6 REBAR 4 35" FOR *1 REBAR,
GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
(U GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
ASSEMBLIES,
OF 3/5", PLAGED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY GOMPRESSIvE STRENGTH
(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
OF 2,500 P.S,I, (WHEN TESTED PER ASTM C-1019),
ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
PROVIDE CLEAN -OUT OPENINGS (12 SQ, IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
THAN 60 INCHES ABOVE THE DRAIN INLET,
THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT.
HEIGHT,
(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
TIMBER MATERIALS:
FINISHED FLOOR OR WALKING SURFACE,
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
PRIOR TO REQUESTING THE FRAMING INSPECTION,
DESCRIBED IN ITEMS (2) AND (3) ABOVE, THAT MEETS ALL OF THE FOLLOWING
ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED
CONDITIONS:
MATERIALS
INTERIOR STUD WALLS TO BE OF 2 X 4'"2 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T.
A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 60. FT.
PINE BOTTOM PLATE AND SINGLE 2 X 4 *2 SPRUCE TOP PLATE WITH STUDS SPACED
B) BOTTOM EDGE LE56 THAN 18 INCHES ABOVE THE FLOOR.
MAXIMUM 24" OC, WALLS TO HAVE 1/2' GYPSUM BOARD EACH SIDE, WITH WALLS AT
C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR,
GARAGE TO HAVE MINIMUM R-11 INSULATION
D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
PLANE OF THE GLAZING.
ATTIC ACCESS:
REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R306 FOR ADDITIONAL AREAS
THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ, FT. AND HAVING MINIMUM
30 INCHES OF VERTICAL HEIGHT. ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES,
WHEN MECHANICAL EQUIPMENT 15 LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE
DRAFTSTOPPING:
WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION MI305,1.3
IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN
GARAGE.
FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOPPING
SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY 15 BROKEN UP INTO TWO OR
NO OPENINGS SHALL BE PERMITTED FROM A GARAGE INTO A SLEEPING ROOM_ OTHER OPENINGS
MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ. FT,
BETWEEN THE GARAGE AND RESIDENCE SHALL HAVE A DOOR fMIN. 1 3/5" THICK), OF SOLID WOOD,
SOLID OR HONEYCOMB CORE STEEL, OR 20-MINUTE FIRE -RATED WITH SELF CLOSING HINGES.
WALLS SEPARATING THE GARAGE AND RESIDENCE SHALL HAVE MIN, 1/2" GYPSUM BOARD
APPLIED TO THE GARAGE SIDE. THE CEILING SHALL HAVE MIN. 1/2" GYPSUM BOARD APPLIED
TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY ALL
HABITABLE ROOMS ABOVE WITH MIN, 5/8" 'TYPE-X' GYPSUM BOARD IN COMPLIANCE WITH THE
FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R30S
PROVIDE PROTECTION FOR ALL APPLIANCES IN GARAGE FROM
CAR IMPACT PER FBC
SECURING PREHUNG TO BUCK STRIPS
PER YOUR MANUFACTURES INSTRUCTIONS
TO MEET WIND LOADS AND COMPRESSIONS
RATINGS FOR YOUR JOB LOCATION, ALL
ATTACH MINIMUM 3/4" P.T. BUCK ANCHOR SCREWS MUST PENETRATE BLOCK GARAGE DOOR TO BE REINFORCED
STRIP THAT 15 THE MINIMUM WIDTH WALL A MINIMUM OF 1 1/4" AND THERE SHALL TO MEET WIND LOAD AND COMPRESSION
OF DOOR FRAME USING .091XI 3/8" BE A MAXIMUM 1/4" SPACE BETWEEN BUCK RATINGS FOR YOUR JOB LOCATION,
T- NAILS MAXIMUM 10" Or-, AND DOOR JAMB CEILING RAFTER
CAULK DOOR FRAME
MANUFACTURES RECC
BLOCK DOOR ATTACHMENT DETAIL
NOT TO SCALE
ALL TRACK AND HARDWARE SECURED
PER MANUFACTURE SPECIFICATIONS TO
MEET WIND LOAD AND COMPRESSION
RATINGS FOR YOUR JOB LOCATION
MINIMUM 2X6 P.T, SIDE PLATE ATTACHED
TO BLOCK WALL USING I/2"X5" ANCHOR
BOLTS OR 5/8"XY EXPANSION BOLTS
4 EAGH SIDE. ATTACH TOP 2X6 WITH
2 3/8" T NAILS 16" OC
GARAGE DOOR ATTACHMENT DETAIL
NOT TO SCALE
LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS
CHART UNLESS NOTED ON FLOOR PLAN BY OPENING
LINTEL LOAD CHART ( 16" DEEP SECTION )
CLEAR SPAN
CONCRETE U LINTEL
2' - 8"
2111 PLF ( UNFILLED )
3' - 2"
2332 PLF ( UNFILLED )
4' - O"
1835 PLF ( UNFILLED )
4' - 6"
1624 PLF ( UNFILLED )
5' - 2"
213S PLF ••
6' - 2"
2211 PLF •,
1.-0.,
1981 PLF =•
8' - 0"
1123 PLF ••
9' - 2"
145S PLF ••
1354 PLF
12-M PLF =•
11, - 2"
1200 PLF ••
12, - O"
1109 PLF u
12' - 8"
1044 PLF ••
13' - 4"
1398 PLF == P
14'-0"
1321PLF uP
1152 PLF •• P
IS' -0"
1016 PLF =• P
IS' -8 il
911 PLF •• P
20' - 0"
816 PLF == P
22' - 8"
1813 PLF == P
•_ - DENOTES *5 REBAR X CONT. PLACED IN EiOTTOM COURSE AND
16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE.
•• P - DENOTES PRE STRESSED U LINTEL WITH *5 REBAR X CONT,
PLACED IN BOTTOM COURSE 4 16" DEEP BEAM POURED SOLID
WITH 2500 PSI CONCRETE
6" X 8" X 16" KNOCK OUT BLOCK
TOP COARSE WITH 1 *5 HORIZONTAL
8 , REBAR TIED TO ALL VERTICAL RODS
1�
•:-
8" PRECAST LINTEL BLOCK
u
OVER ALL OPENINGS, I EACH
*5 REBAR IN THIS COARSE WHEN
SPAN OF LINTEL OVER 5-2"
STANDARD PRECAST DETAIL
GARAGE FLOOR
GALV BRICK WALL TIES AT 12" OC
�— VERTICALLY AND SPACED MAXIMUM
6 12" OC HORIZONTALLY
WEEP HOLES TYPICAL
AT BOTTOM OF BRICK
�4" GRADE
I
18"
OPTIONAL BRICK FOOTING
NOT TO SCALE
ATTACH MINIMUM 3/4" P.T, BUCK STRIP
THAT IS THE MINIMUM WIDTH OF YOUR
WINDOW FRAME USING .091 X 1 3/8"
T- NAILS MAXIMUM 10" OC
CAULKED WINDOW PEP
WINDOW MANUFACTURE
RECOMMENDATIONS T
LOAD AND COMPRES
FOR YOUR JOB LOCA
32, O"
Tall
24' 4"
i
i
EXISTING
SUNROOM
*5 VERTICAL RODS FROM FOOTINGS
BELOW TO TOP OF WALL. PLACED AT
ALL CORNERS, EACH SIDE OF ALL
OPENINGS AND 5PACED MAXIMUM
4' 0" Or- WITH SE 1 5 FILLED SOLID 6"
EXISTING 6'O"X6'8"
REMOVE EXISTING 25 SH WINDOW AND ■ ■ ■ ■ ■ ■ ■
GUT AWAY BLOCK DOWN TO SLAB r - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
---------------------------- �r
AND INSTALL NEW EXTERIOR DOOR PORCH SLAB 4" BELOW I N
EXISTING LINTEL TO REMAIN WITH NO HOUSE FINISH FLOOR
STRUCTURAL CHANGE TO THE OPENING
X to ■�' '■
i
SEE NEW TO EXISTING i
BLOCK WALL DETAIL
EXISTING ------------------------
MASTER BED
STORAGE SLAB SAME
AS GARAGE
REMOVE EXISTING 25 SH WINDOW AND LEVEL�
CUT AWAY BLOCK DOWN TO SLAB
AND INSTALL NEW INTERIOR DOOR Q
EXISTING LINTEL TO REMAIN WITH NO O
STRUCTURAL CHANGE TO THE OPENING Q
W
4" NON LOAD BEARING SLOPE GARAGE FLOOR
Q
0 STEP IN THE SLAB (LI
i Q
X
GARAGE SLAB 4" BELOW i
HOUSE FINISH FLOOR -
' N � o
X
O
i
i
CLOSET SLAB AT SAME
ELEVATION AS HOUSE
FINISH FLOOR N
/ /EXISTING1
r MASTER BATH
i
EXISTING
24 SH WITH
RADIUS TOP
SECURING WINDOW TO BUCK STRIPS PER
YOUR MANUFACTURES INSTRUCTION TO MEET
WIND LOAD AND COMPRESSION RATINGS FOR
YOUR JOB LOCATION. ALL ANCHOR SCREWS
MUST PENETRATE BLOCK WALL A MINIMUM OF
1 1/4" AND THERE SHALL BE A MAXIMUM 1/4"
AND WINDOW FRAME
BLOCK WINDOW ATTACHMENT DETAIL
NOT TO SCALE
8' 4" 23' 8"
i
— — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — —___ _ _ _ __ — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _________ _ _ _ ________- N
25 SH 25 SH
2' 8"
BLOCK WALL DETAIL
32' O"
FOUNDATION FLAN 1/411 = 11 0"
DRILL 4" HOLE INTO EXISTING BOND BEAM
AND EPDXY "B REBAR FROM NEW BCwlr% a = n �.•r
INTO EXISTING BOND BEAM.
DRILL 4" HOLE INTO EXISTING WALLS 2
AND EPDXY *5 REBAR FROM NEW BL[
INTO EXISTING BLOCK WALL. REBAR Tc
LONG WITH 6" INTO EXISTING WALL 6" If
BLOCK WALL
DRILL 4" HOLE INTO EXISTING FOOTING
AND EPDXY "5 REBAR FROM NEW FOO 11 rvc.sa
INTO EXISTING FOOTINGS
NEW BLOCK WALL TO EXISTING WALL DETAIL
NOT TO SCALE
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$ RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 31296 FG
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS (OFWERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 160E OF THE
FLORIDA BUILDING CODE 2020 1 TH EDITION AND ASCE 1-16
FOR 1313 MPH WIND ZONE RISK CATEGORY 11 AND THE ENTIRE # 20212
2020 BUILDING CODE RESIDENTIAL 1 TH EDITION ARKAY
% i PLAN
�I d USE lU SIMPSON HE-A20 STRAP AT ONE
ROOFTRUSS 1 LA ` 1/TI) _ � I O'I WALL. OFILL NAIL HOLES WTHF ALL. ROOF SIODXAT I/2' BLOCK
NAILS
2X4 VERTICAL SCAB 9 48" O.G.
2X8 RIDGE BOARD
H3 FRAMING
(MAX.J CONN, W/ 4-16D NAILS w
FSIMFDSCN
ANCHOR TYP.
2X8 RIDGE BOARD
TOP 4 SIMPSON "H3"
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HURRICANE CLIP AT BOTTOM.
CONT, 2X4
2" X 6" (•2 YELLOW PINE)
VERT, SCAB
RAFTERS a 24" O.G.
BEVEL CUT
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4-16D TOE NAILS 'w
HURR. STRAP m
CONT. 2X4
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EACH END
NAILER TYP.
(2-1hD NAILS
PER TRUSS)
SIMPSON "H3"
HURR. STRAP lo
SIMPSON "H3"
48" O.G. TYP, SECTION
"A"-"AllHURR.
STRAP g
40" O.G. TYP.
2X4 NAILERS
(TYP.)
END NOT EXPOSED TO WIND
ROOF VALLE*r DETAIL
NOT-TO-SGALE
BUSSES BELOW SHEATHED
RIOR TO VALLEY FRAMING
45TALLATI ON.
6 (*2 YELLOW PINE)
VALLEY FRAMING (TYP.)
COMMON TRUSS
IL
WOOD FRAME 4R
'AIII OL "FA- nc
-
- _
ECCti'.r, ENDOL CNS
CMU WALL
^KC hr-_
YVEKBUILDI.NG --��
WINDOW FLANGE
-
---
WRAP AT WOOD
FRAME LOCATIONS
SrURED TO
WOOD BUCK AS PERWINDOW
MANUFACTURES
RECOMMENDATIONS
WINDOW FLANGE SECURE
TOINOOD BUCK AS PER
j� WINDOW MANUFACTURES
\ RECOMMENDATIONS
' �\
WOOD FRAME
-
OR CMU WALL
APPLY SILL PEEL & STI-'K FLASHING
OVER FLANGE VERIF
INSTALLATION W/ SEECTED
MANUFACT.
APPLY VERTICAL PEEL
WINDOW FLANGE SECURED TO
RECOMMENDATION:
amFLANGE
& STICK FLASHING OVER
VERIFY INSTALL, W/
SELECTED MANUFACT. I ,
RECOMMENDATIONS
WOOD BUCK AS PER WINDOW
MANUFACTURES
RECOMMENDATIONS
NOTE: STEP #1 STEP #2
CONTRACTOR TO FLAIH AND SEAL ALL WINDOW AND DOOR OPENINGS PER THE MANUFACTURER'S RECOMMENDATION AND SHALL PROVIDE A COMPLETE WATER TIGHT SEAL.
FLASHING DOTES:
PROVIDE CORROSIOI,RESIST VE FLASHING IN THE EXTERIOR WALL ENVELOPE TO PREVENT ENTRY OF WATER INTO THE WALL CAVTFY OR PENETRATION OF WATER TO THE BUILDING
STRUCTURAL FRAWNG COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING
THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS:
1. AT THE TOP OF AL EXTERIOR WINDOWS AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK -PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING CONTINUOUS LA
OF NOT LESS HAN I 1/81NCH OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING. INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL
CMU OPTION:
SEAL FROM FACE OF BLOCK WALL EDGE TO
FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL.
FRAME EDGE OF WINDOW WITH DRYLOCK SEALANT
2. AT THE INTERSECTON OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPIN
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
5. WHERE EXTERIOR?ORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAMED CONSTRUCTION.
6. AT WALL AND ROOF INTERSECTIONS.
EXTERIOR D O
2x4 GROSS -BRACING g RIDGE
20'-0" MAX 7
L4111
III
Ilion
NOUN
LVA
LVI
III
MEN
O R &WINDOW FLASHING
r
i
r
EXISTING
SUNROOM r
i
i
r
i
TOP/BOTTOM CHORD GABLE `
TEND BRACING - 4&" O,C. MAX
FOR THE FIRST 4 ROW5 OF
TRUSSES (MIN 2X4 J
WP
GF
w
EXISTING
MASTER BED
1 CONT, BOTTOM CHORD
BRACING 4'x4" MIN.) s
10'-0" MAX.
SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL
BRACING OR CROSS BRACING REQUIREMENTS
REQ. MINIMUM TRUSS BRACING /1
0
PROVIDE MINIMUM 16" 26 GA VALLEY FLASHING o
AT ALL ROOF CHANGES AND SIDE WALL AREAS o
PER FBC 101.2.5 /R103.1.5. 103.8., W3.2 AND 905 0
PLACE ROOF CEMENT COATING AT ROOF DECKS o °
EDGES OF FLASHING AND ALL LAPS. NAIL FLASHING °` °
WITH 1 1/2" ROOF NAILS 12" CC
0 0
0
0
o °
0 0 0
o °
0
0
0
0
o SIDE WALLS OR CHIMNE'
o °
o °
MINIMUM &"XS" 26 GA ANGLE FL
o OR STEP FLASHING, SEE NOTE s
0
ROOF DECK AT SIDE WALLS
TYPICAL ROOF FLASHING DETAIL
NOT TO SCALE
EXISTING/
r MASTER BA
i
GENERAL LOADS
TYPE OF LOAD
LIGHTING LOAD 16B SQ FT X 3VA 2304
OUTLETS 1 CIRCUITS X [50 VA 1260
TOTAL VA 3564
CONVERT VA TO AMPS
3564 DIVIDED BY 240 VOLTS • 15 AMPS
STEP #3
ELECTRICAL LECzEND
110 V
SWITCH u GROUND FAULT
® RECEPTACLE
ILO v
EXTERIOR WALL LIGHT
WP 110 V
0 WATERPROOF
�J OUTLET
CEILING FAN
IIOV LIGHT
CAN BE CEILING O
OR WALL (TYP) ELECTRICAL PANEL
FLUORESCENT G.D.O. GARAGE DOOR
FIXTURE OUTLET
■
�3.0.�.. GARAGE DOOR
BUTTOM
GENERAL ELECTRICAL NOTES FOR ADDITIONS:
EXISTING STRUCTURE ELECTRICAL SERVICE WILL HAVE TO
BE INSPECTED BY ELECTRICAL CONTRACTOR PRIOR TO
THE ADDITION ELECTRICAL WORK BEING STARTED. IF THE
EXISTING SERVICE CAN NOT HANDLE LOAD FROM THE NEW
ADDITION THE SERVICE WILL HAVE TO BE UPGRADED TO
MEET LOCAL AND STATE OF FLORIDA BUILDING CODES.
ELECTR I C,4L FLAN J 1/A" = 11 O II
WP
GF
i
TO SWITCH AT /
FRONT DOOR
OF HOUSE
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ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
d 11
r u9,
TOTAL �(08
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 31296
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
3 OF 3
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 160g OF THE
FLORIDA BUILDING CODE 2020 -1 TH EDITION AND ASCE 1-16
FOR 139 MPH WIND ZONE RISK CATEGORY 11 AND THE ENTIRE
-1
ARKAY # 20212
2020 BUILDING CODE RESIDENTIAL TH EDITION