HomeMy WebLinkAbout3432 Pyrite DrGENERAL
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2011 FLORIDA BUILDING CODE
6TH EDITION AND THE 2011 FLORIDA BUILDING CODE - RESIDENTIAL 6TH EDITION.
T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING
COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE.
THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS:
SLAB:
LIVE LOAD - 50 P.S.F.
DEAD LOAD - 10 P.S.F.
ROOF:
LIVE LOAD - 20 P.S.F.
DEAD LOAD - 10 P.S.F.
DEAD LOAD - 10 P.S.F.
WIND:
BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31: PER 2011 FLORIDA
BUILDING CODE, RESIDENTIAL 6TH EDITION- SECTION R301.2.1.1. AND 2011 FLORIDA BUILDING CODE
6TH EDITION SECTION 1609
COMPONENT 4 CLADDING WIND LOADS
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - II
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT 4 EXPOSURE ADJUSTMENT
COEFFICIENT - 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT - +/- 0.18
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
ALL STRUCTURAL ELEMENTS, EXTERIOR
WALLS AND INTERIOR WALLS SHALL BE
TYPE V CONSTRUCTION PER FBC 602.5
ALL OTHER
BUILDING
ROOF OVERHANG
COMPONENT
ZONE
LOADS
LOADS
1
N/A
+32.3/-35.3
2
-65.1
+32.3/-56.2
3
-110.6
+32.3/-89.0
4
N/A
+35.3/-38.2
5
N/A
+35.3/41.2
NOTES:
IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
BACKFILLING 4 COMPACTION ARE COMPLETE
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
(INCLUDING ANY BOXED OR FORMED AREAS) -
BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
INITIAL TREATMENT,
A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
SHALL BE REQUIRED
ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE
VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
BUILDING SIDEWALLS (PER FBC R318),
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
FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS,
THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
CEMENTITIOUS FINISHES LESS THAN 5 8 IN THE K A I A N
/ C DHERED D RECTLY ONTO THE FOUND TIO
SOIL BEARING COMPACTION:
WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
FOR FUTURE TERMITE INFESTATIONS
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
EXTERIOR WINDOWS E DOOR ASSEMBLIES:
ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
FOUNDATION LOADING.
ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
101/192 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
T.L. HANSON. A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY,
ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
NOR PERFORMING ANY SOIL TESTING.
TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE,
T.L. HANSON SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
THE BUILDING LOADS.
TO ACHEIVE THE DESIGN PRESSURES SPECIFIED,
FOUNDATIONS 4 SLAB -ON -GRADE:
ELECTRICAL, PLUMBING E MECHANICAL:
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA.
IN ACCORDANCE WITH RD E CHAPTER411.00312)lU OF THE FLORIDA ADMINISTRATIVE CODE; ELECTRICAL,
R ADM RA D ELE R L,
PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING,
ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS.
SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT
COMPACTED AND TERMITE POISONED SOIL,
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT.
CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
COMPRESSIVE STRENGTH OF 2,500 P.S.1,
"AFI" CIRCUIT.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
SAFETY GLAZING:
WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR "5 REBAR, 30" FOR 06 REBAR 4 35" FOR "1 REBAR.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
PLANS ARE ENGINEERED FOR A MAXIMUM ST MWA HEIGHT
E LL E GHT OF 4 COURSES (AFTER
(U GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
ASSEMBLIES.
EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
THAN 60 INCHES ABOVE THE DRAIN INLET.
SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
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
SOIL TERMITE TREATMENT:
FINISHED FLOOR OR WALKING SURFACE.
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION,
CONDITIONS:
A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 5 SQ, FT.
A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
SHALL STATE
D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
PLANE OF THE GLAZING.
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING,
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
NEW STRUCTURAL PANEL ROOF OVER
-------
THIS FRONT WALL TO START AT 14' 6" AND
SLOPE UP TO WALL AT 1,$' O" + - FROM THE
LOWER EXISTING CONCRETE TO TOP PLATE
1/2" A301 ALL THREAD ROD LOCATIONS WITH 5/8"Xl" EXPANSION
(1/2"50LT SIZE) AT SLAB. USE 1/2" COUPLING NUT TO SECURE ROD
TO BOLT, OR DRILL 4" HOLE IN SLAB AND USE SIMPSON STRUCTURAL
ADHESIVE OR A EQUAL EPDXY TO SECURE ROD IN HOLE, ROD TO
EXTEND THROUGH TOP PLATE WITH 1/2"X2"X2" SQUARE WASHER AND
NUT AT TOP. PLACE RODS AT EACH SIDE OF OPENINGS, CORNERS
AND SPACED MAXIMUM 6'0" OC
REAR ELEVATION 1/4"
LE1-T ELEVATION 1/411 _ 11011
jai
1l"9h��
2" RECEIVER AT FACE OF WALL
TO EXCEPT BEAM WITH MINIMUM
(6) "8XI" SDS AT EACH SIDE
THIS FRONT WALL TO START AT 14' 6" AND
SLOPE UP TO WALL AT 16' 0" + - FROM THE
LOWER EXISTING CONCRETE TO TOP PLATE
14 OWALL HEIGHT THIS 8
9' O" jo CEILING HEIGHT
6' 8" TOP OF OPENING'.
0' 0" HOUSE FINISH FL01
- 3�EXISTING CONCRETE
40' 4V2"
ol 22' 11 /2 11'
ON DEMAND ELECTRIC
WATER HEATER SYSTEM
12' 4"
91 411
T 1
2X6 EXTERIOR WALLS
Y/\
3050 SH
STORAGE
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9' O" CLGS
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8' 011
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16' loll
411
3'O"X6'8"
DECK TO BE LEVEL
HOUSE FINISH FLOOR
3"X3"X.OS3 STRUCTURAL ALUMNIMUM
POST TYPICAL AT 6 LOCATIONS. POST
TO EXTEND THRU KNEE WALL TO THE
CONCRETE BELOW AND TO BOTTOM OF
BEAM ABOVE
2"X6"XO.050"XO.I2O" SINGLE
SELF MATING ALUMINUM BEAM
AT ALL LOCATIONS
(5) CLOSED RISERS A 1 3/16"
WITH (4) 10" TREADS UP TO
PORCH FINISH FLOOR
lo' 5V211
25' 6"
6'1
•
6'Ouxr 811
FG
GOLI= CART
_ROES
J4/sT"°o4�
It
GARAGE
(5) CLOSED RISERS • 1 3/16" / v
NGe�poT/oN
12' O" CLGS
WITH (4) 10" TREADS UP TO
EXISTING CONCRETE SLAB 36"
HOUSE FINISH FLOOR
BELOW HOUSE FINISH FLOOR
U X
/
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3'O"X6'8" / EXISTING DOOR TO BE
10 O
REMOVED AND OPENING
^�
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/i,
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AMP ELEC PNL
MASTER
BATH
10
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EXISTING SLIDING GLASS DOOR y
TO BE REMOVED TO CREATE /
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+f / ADDITION / 0 4 N
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:ALL WORK SHkLL COMPLY WITH PREVAILING
* CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
O AND THE CITY OF ZEPHYRHILLS
ORDINANCES
5' o" s1 1V11
6' 101/4" 1' 6411 11 21 " REVIEW OATS �'a
C1T'y OE '7EPWYRRILLS
81 Sq 11 OLANS8MMINER
34' 25/4"
FLOOR PLAN 1/411
ALL EXTERIOR WALLS ACT AS SHEAR WALLS
DIMENSIONS ARE APPROXIMATE AND MUST
BE FIELD VERIFIED BY CONTRACTOR BEFORE
CONSTRUCTIONS BEGINS
FRONT ELEVATION 1/411
NEW STRUCTURAL PANEL ROOF OVER
FXIFiTINr PARK McInPi _ MANIIFAGTIIRF+
T.L: HANSt3f ICED 10, 38654
. BOX i12 DADE Ctf = 33526
I HERBY W%Y` Tf4�ilkT 1€ PLA* ND SPECIFICATIONS
WERE PREF'46, By, �, �C11a� Y DIRECT SUPERVISION
ARE IN C6_,*L T®� Hl j Ry4i6, SECTION 16,013 OF THE
FLORIDA Ehfli61 c- E,20116 I t EDITION AND ASCE 1-10
FOR 1313 MPH Wlfil� Z"OT R7EGORY II AND THE ENTIRE
2011 BUILDING CODE RESIL, INtIAL 6TH EDITION
1
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LIVING
1015
GARAGE
105
FORG1—'1
14S
TOTAL
1269
PC$
1 Of= 5
IT -
CONCRETE RETAINING WALLN
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EXISTING CONCRETE SLAB. SLAB IS MINIMUM w
6" TO 10" THIC1G IN AREAS, HOUSE CAN BE H Q z
l CONSTRUCTED ON TOP OF EXISTING SLAB
ITN NO ADDITIONAL FOOTINGS REQUIRED
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.
.. . .. . .. . .. . .. . .. . .. . .. . .. . .. . ..
Li 1.1
. .. . .. . .. . .. . .. . .. . .. . .. . .. . ..
.. LIVING 1015
GARAGE 105
PORCH 149
�® TOTAL 1269
EXISTING CONCRETE SLAE3 PLAN 1/` 11 = 11 O"
_
a.,
:Ly HANSON'.E. LICEI�S ifl�. 38654
_PA. . BO Idyl 5w„ DC'pD/E C?TY, l 33526
Ste' i
I HERBY tE T)� Wt4T TH,ZP,FQ6�A' ur> SPECIFICATIONS }�
WERE PREP R �`��� 'UN DIRECT SUPERVISION 1
ARE IN CO7 I� 11J�T4 G oi' rro, SECTION 1609 OF THE
FLORIDA BUILbNC� COO �'2017 (a rEDITION AND ASCE 1-10 2 Of:S
FOR 13S MPH WI R1 J< CATEGORY II AND THE ENTIRE
2011 BUILDING CODE RESIDENTIAL 6TH EDITION
01
III
0
ol
m
An, dW,
CEILING JOIST FLAN 1/4" = 1 'O"
DIMENSIONS ARE APPROXIMATE AND MUST
BE FIELD VERIFIED BY CONTRACTOR BEFORE
CONSTRUCTIONS BEGINS
PRODUCT CATEGORY
STRUCTURAL COMPONET
STRUCTURAL COMPONET
STRUCTURAL COMPONET
STRUCTURAL COMPONET
STRUCTURAL COMPONET
EXTERIOR DOORS
EXTERIOR DOORS
WINDOWS
WALL SIDING
STRUCTURAL COMPONET
APPROVED PRODUCT LIST
SUB CATEGORY MANUFACTURER
SUR/L210, HU210, U24, U26
SIMPSON
ASU44
SIMPSON
H10
SIMPSON
H3
SIMPSON
LSTA21
SINGLE SWINGING
DOUBLE SWINGING
SINGLE HUNG
NON IMPACT
VINYL LAP
ELITE PANEL
SIMPSON
PLAST PRO
PLAST PRO
PLYGEM 1500
CERTAINTEED CORP
METALS U.S.A.
STATE OF FL,
APPROVAL N
FL 10655
FL 10860
FL 10456
FL 11413
FL 10852
FL 15221.1
FL 15221.5
FL 16103.1
FL 12483.1
FL 15085.1
40' 4%9"
14' 0" 12' 41t5" 14' 0"
MAXIMUM MAXIMUM
22' ilV2"
2X12 02 PINE LEDGER ATTACHED TO FACE
OF ALL LOAD BEARING WALL WITH (4) v r/NG �4oc
16D NAILS AT EACH STUD
EXISTING CONCRETE SLAB 36" \ ��
m�a I BELOW HOUSE FINISH FLOOR
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SECURE 2X8 JOIST TO LEDGER AND BEAM
WITH SIMPSON U26 HANGERS, FILL NAIL
HOLES WITH IODXI 1/2" NAILS
2X4 ALL P.T. KNEE WALL BUILT APPROXIMATE
8 1/2" BELOW HOUSE FINISH FLOOR TO SUPPORT
PORCH FLOOR JOIST. STUDS TO BE I6" OC WITH
SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE —
SHEET EXTERIOR OF WALL WITH 1/2" PT PLYWOOD
NAILED 3" OC ON PLATES AND 4" OC ON STUDS.
COVER WALL WITH TYVEK HOUSE WRAP AND VINYL
SIDING, SECURE WALL TO CONCRETE SLAB BELOW
WITH 5/8"X6" EXPANSION BOLTS 24" OG
SECURE 2X8 JOIST TO LEDGER AND BEAM
WITH SIMPSON U26 HANGERS, FILL NAIL —
HOLES WITH IODXI 1/2" NAILS
SECURE ALL DBL BEAMS TO LEDGER / !
WITH SIMPSON U26-2 HANGERS, FILL
NAIL HOLES WITH IODXI 1/2" NAILSIN
\
II II It II
COVER 2XS PT JOIST WITH 5/4X6 PT DECK BOARDS
ATTACH TO EACH JOIST WITH (3) •SX2" GALV DECK
SCREWS 11 11
WOOD DECK 4" BELOW /
HOUSE FINISH FLOOR
2X8 2 PT J IST a 2 OC
------------- ----- - -- --- -----------------------------
------- - -------------I.L4i�ilr-----
2X8 02 PT LEDGER ATTACHED TO FACE
OF WALL WITH (4) 16D NAILS AT EACH
STUD
2X8 PT RIM JOIST
5'oil
8' 04" 10' 54" (o' 101/4 1' 6%4° 1' 21
2 411
25' 6" 8' S�4°
34' 254"
FLOOR JOIST FRAMING FLAN 1/4" = 1'011
DIMENSIONS ARE APPROXIMATE AND MUST
BE FIELD VERIFIED BY CONTRACTOR BEFORE
CONSTRUCTIONS BEGINS
J ES
FjAN t.C)tdC)=1 N 38654
f" �0X,728, Dg AFE C�If� B F 33526
3Y-� 0, mpg r-, z) @� �t.-S
0,
I HERBY CIE ATE I� �P *ND SPECIFICATIONS
WERE PREPA IsDa pRTN(Y DIRECT SUPERVISION
ARE IN COMPLIA fG W1f `�{w6APt,, SECTION I6O9 OF THE
FLORIDA BUILDING cA 41 6TH EDITION AND ASCE 1-10
FOR 139 MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE
2011 BUILDING CODE RESIDENTIAL 6TH EDITION
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LIVING 101ro
GARAGE 105
FORCN 149
TOTAL 1269
FIG
30r-rp
ON DEMAND ELECTRIC
WATER HEATER SYSTEM
In
G
Cp
/RoohN
/ • NEW 100 AMP ELEC
• PNL FOR ADDITION ' \
- \ u�x /
0
0 /
A,��,Q.
EXISTING 100 /
AMP ELEC PNL
/ 7 /
/ `!
13 "2Z
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ELECTRICAL PLAN 1/411 = 11011
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4X4 PT POST INSIDE OF WALLS THAT WILL EXTEND DOWN
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LOCATIONS WITH (1) SIMPSON LSTA21 STRAP AT EACH
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SLOPE UP TO WALL AT 16' O"
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TO ATTACH VINYL BEADED CEILING
34' 25i4" L 10
ROOF FANEL FLAN 1/411 = 11011
DIMENSIONS ARE APPROXIMATE AND MUST
BE FIELD VERIFIED BY CONTRACTOR BEFORE
CONSTRUCTIONS BEGINS
ELECTRICAL LEGEND
220 v
G.F.I.
110 V SMOKE
GROUND FAULT lie
J
DETECTOR
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U ELECTRICAL PANEL
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GPI" CIRCUIT
ALL REMAINING OUTLETS IN HOME TO WIRED INTO A ARC -FAULT INTERRUPTER "AFT" CIRCUIT
SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT
TO BEDROOM AND OTHER LIVING AREAS
CARBON MONOXIDE ALARM MUST BE INSTALL WITHIN 10'O" OF EACH ROOM USED FOR SLEEPING PURPOSES
WHEN BUILDING HAS A FOSSIL FUEL BURNING HEATER OR APPLIANCE, A FIREPLACE OR AN ATTACHED
GARAGE.
GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.G.
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PAFE OF
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WERE PREPAi l��l IEf�a2�`UNf�I` IRECT SUPERVISION FIG
ARE IN 1 ECTION 1609 OF THE
FLORIDA BUILDINrs QDfEi'200 W ITION AND ASCE 1-10 4 OF:5
FOR 13S MPH WIND Z`O I AMGORY II AND THE ENTIRE
2011 BUILDINGS CODE RESIDENTIAL 6TH EDITION
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NOT TO SCALE
6- "10 REQ'D
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X 1 1/2" S.S. NEOPRE WASHER 6 6" OC
DBL 2X6 02 SPRUCE TOP PLATE
1/2" A301 ALL THREAD ROD AT LOCATIONS
SHOWN ON FLOOR PLAN, SEE INSTALLATION
NOTE ON FLOOR PLAN
1/2" CDX PLYWOOD OR 1/16" OSB WALL SHEATHING
NAILED 3" OC ON ALL PLATES AND 6" OC ON STUDS.
COVER WITH TYVEK HOUSE WRAP AND SIDING
2" X 2" X 0.060" ANGLE
EACH SIDE OF BEAM (SHOWN)
OR 1 3/4" X 1 3/4" X 1/8"
U-CHANNEL ATTACHED WITH
3/8" X 2" LAG SCREWS (SEE
ATTACHMENT SCHEDULE ABOVE)
1/4" X 2 1/4" LONG LAGS EACH SIDE OF BEAM
(SEE ATTACHMENT SCHEDULE ABOVE)
EACH SIDE OF BEAM
NOTE: AT BLOCK WALLS USE 1/4" X 2 1/4"
TAPCON SCREWS IN PLACE OF
LAG SCREWS SHOWN ABOVE
SECURE PANEL TO WOOD WALLS, WOOD LEDGER
AND WOOD BEAMS WITH *10 X 6" S.M.S. W/ 1/4"
X I I/2" S.S. NEOPRE WASHER w 6" OC
4"X48"XO.032 STRUCTURAL ROOF PANEL
R-30 INSULATION ON TOP OF CEILING JOIST
DBL 2XIO 02 PINE 0.
R-143 INSULATION BETWEEN CEILING JOIST
2X6 02 PINE CEILING JOIST m 16" OC
CLIP 2X6 02 PINE JOIST TO WALLS WITH
H3 CLIPS, FILL NAIL HOLES WITH IODXI 1/2"
NAILS
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16D NAILS AT EACH STUD
3/4" TtG PLYWOOD GLUED
AND NAILED 6" OC WITH SD
NAILS
2X12 02 PINE JOIST m 24" OC MAX
SHIM AS NEEDEI
R-IS INSULATION IN FLOOR JOIST
8"X16" DRY STA
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EXISTING MINIMUM 6" THICKNESS GARAGE
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IS AT EXTERIOR
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5
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SMB (DEPTH VARIES)
2X6 PT BOTTOM PLATE
BUILDING CUT SECTION DETAIL
NOT TO SCALE
ALL LANDING AND PORCH RAILING
ITH 1/2" PLYWOOD FILLER BEAM
A" BEARING LOCATION
LX4 PT POST INSIDE OF WALLS THAT WILL EXTEND DOWN
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IOLES WITH IODXI 1/2" NAILS. POST WILL EXTEND TO BOTTOM
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JITH (1) SIMPSON LSTA21 STRAP AT EACH SIDE AND FILL
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200F PANEL PLAN FOR OTHER SPECIFICATIONS
2XI2 JOIST SET ON TOP OF DBL 2X8 02 PINE BEAM
AT ALL LOCATIONS. SECURE WITH EACH JOIST WITH
(1) SIMPSON H3 CLIPS, FILL NAIL HOLES WITH IODXI 1/2"
NAILS
DBL 2X8 02 PINE BEAM
:K BLOCK AS NEEDED
EXISTING SLAB, THERE
THESE PIERS. ALL UPLIFT
WALLS AND POST TO ROOM
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I HERBY f �tH;41`a�5rv`Rll AND SPECIFICATIONS ��
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FLORIDA BUILD[ €� 0p�F- 2011xp 6TH EDITION ANASCE 1-10 I
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TOTAL 126E
M�N�O
T.L. HANSON P.E. LICENSE NO. 38654
P.O. BOX 1128, DADE CITY, FL 33526
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
2 CpN " 11 WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION SITE PLAN
*I
C � SITE PLAN 3 / 1 / O ARE IN COMPLIANCE WITH CHAPTER I SECTION 160E OF THE I {••} I
!Q FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE '1-10
FOR 13E MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE
2011 BUILDING CODE RESIDENTIAL 6TH EDITION
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