Laughing Gull Circle 2233 _ l
TIIESE STRITC11 RAL DRAM LNGS
11 ERE PREPARED FOR 1 HE
LEGEND AND FRAMING NOTES `ESCRI EDIN OETII1LEBLOCT
EZ I MENEM ANDARE NTENDED FORT USE BY
SW-HTTC SWHTTCINTERIOR WOODFRAME BEARING WALL ALiCE:1NSLDCONTR.ICTOR.DO
NOT PERMIT CONS'1RPC'110N
(3)2x10-1/2 //D\ (3)2x61/2 ZZ EZ 111111 THESE PLAN SBY.-.N
WOOD BEAM OR CONCRETE BEAM ONINERBUILDER OROTHER
UNL1CLIN SLD 1A 1LDER.
EZ (3)2x6 1/2 {3)2x6 1/2 (3)2x12-1/3 Q 5.25 x 9.25 LVL-1/4 8TR1(•Il RAI,r,Nc7:NEER:
KING and JACK STUDS PER ENGINEERING HEADER FRAMING BN1I Consulting Lnc.
2 FBPE CA No.9338
(2)2x6-1/2 HEADER/BEAM CALL-OUT Po Box 51G04
cq Jrchsoin Hle Beach,32240
NUMBER OF KING STUDS EACH SIDE OF OPENING p904.249,8413
NUMBER OF JACK STUDS EACH SIDE OF OPENING r866.615.3645
4.:,...�•• ~���• �•��-�,; .-:::.` ;. ,-;�• SIZE OF HEADER MATERIAL(N0,2 SYP U.N.O.)
BM IConsulting'a Bellsouth.net
GARAGE DOOR BUCK NAILED TO STUDS WI
(2) 16D COMMON or 12D CC NAILS @ 16"O.C. 3,5 x 16 LVL(UP) IZ (3)2x6-1/2 BEAM BM-1 LVL BER CF PLIES
1.9E LVL OR BETTER
BY GRANGER (3)2x6-112 IZ NUMBER OF PLIES IN HEADER
WEATHER STRIPPING/STOP •ALL HEADER JACKS AND KINGS SHALL BE FASTENED TO
EACH OTHER WITH(8)12d.
GARAGE DOCR • IF BUTT JOINT IN PLATE OCCURS OVER HEADER,CONNECT DBL
BATT JOINT TO HEADER WITH SPH416 W/(10)8d EACH SIDE OF
P PLATE WINDOW
_----- ----- 7 OR REDHEADS OPENINGS 6'AND
A WASHERS AT 48"ON CENTER 2"ANCHOR BOLTS -CCENTER UNDER WINDOW y`
CONNECTING BOTTOM PLATE TO SLAB.
IZ (3)2x6.1/2 (3)2x6 1/2 IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD Ime arnalll
2x6 SYP JAMB ATTACHED TO STUDS W/ PE 02ils/1 5,
(2) ROWS OF 3\" GALV DECK SCREWS at 12"C,C,
o
KEYNOTES 01uG11aL S1c1NA1L RE IS RED
GARAGE DOOR TRACK ATTACHED v
PER MANUF WRITTEN SPECIFICATIONSQ PLACE STUD GROUP UNDER TRUSS OR BEAM SPECIFIED ON PLAN.
= A WIDTH OF STUD GROUP SHALL MATCH WIDTH OF BEAM OR TRUSS(UNC).
_ CONNECT TRUSS OR BEAM TO TOP PLATE WITH(2) MTS12 W/(14)10d,
PLACE ATC WITHIN 3"OF STUD GROUP,
c}'n (3)2x6-1/2 IZ
8 GARAGE D 00 R JAMB DETAIL Q CONNECT TRUSS TO BEAM WITH (3) MTS12 AN'D(14)10d.
CONNECT HEADER KINGS AT THIS END OF THE HEADER TO TOP PLATE
C WITH SPH4/6 W/(10)8d AND TO HEADER BELOW WITH CS16 AND(22)8d.
IZ (3)2x6-112 44 No, 2 SYP POST WITH (2)2x6 1/1
(2)2x12
SIMPSON ABU44 BOTTOM PLACE ONE ATC AT INDICATED LOCATION CONNECTING FIRST FLOOR TOP
AND BC4 TOP. PLATE TO THE SLAB.
x
Q PLACE STUD GROUP UNDER SPECIFIED BEAM WITH NUMBER OF STUDS
(3)2x6-111 EQUAL TO SUM OF NUMBER OF TRUSS PLIES AND BOTTOM CHORD SCABS.
CONNECT TRUSS TO STUD GROUP WITH CS16 AND(22)10d WITH CS16
BEAM BM-2 ON TOP OF TRUSS TOP CHORD OR BOTTOM CHORD SCAB AND OUTSIDE
FACE CF STUD. CONNECT STUD GROUP DIRECTLY TO SLAB WITH
(3)2x12 113 BY GRANGER SIMPSON HDQ8 AND 7/8"ALL-THREAD EPDXIED 12" INTO CONCRETE.
N
IZ W
5.25x 11.25 LVL 214 S H EARWALLS
EZ (3)2x6-112 (EZ FASTEN 7116" OSB TO ONE SIDE OF FRAMING WITH 8d AT 3"ON
SW-HDQ SW HDQ CENTER ON EDGE AND 12" ON CENTER IN THE FIELD.
7116" OSB ROOF DECK FASTENED TO FRAMING SW HTTC CONNECT DBL STUDS AT EACH END OF SHEARWALL TO TIE BEAM
WITH 8d AT 3" O.C, ON EDGE AND 6"O.C. IN THE Q (3)2x8-114 OR SLAB BELOW W/SIMPSON HTT22&5/8" DIA ALL-THREAD
6x6 PT No. 2 SYP POST WITH 3.5 x 11.25 LVL /� EPDXIED 12" INTO TIE BEAM,
FIELD. SIMPSON ABU66 BOTTOM AND
PRE-ENGINEERED WOOD ROOF TRUSSES (4)CS16 W/(20)10d TOP TO BEAM. SW-HTTS CONNECT TRPL STUDS AT EACH END SHEARWALL TSTEEL BEAM
EZ BELOW WITH SIMPSON HTT22 AND 518""DIAMETER
IAMETER ALL-THREAD
CONNECTED TO BRG BUTT WELDED TO STEEL BEAM.
(1)SIMPSON H8(UNE) SW-HTTC SW-HTTC
SW HDQ CONNECT TRIPLE STUDS AT EACH END OF SHEARWALL TO TIE BEAM C
BELOW WITH SIMPSON HDQ8-SD33 WITH 718"DIAMETER ALL-THREAD
FIRST LEVEL WALL FRAMING PLAN SEPDXIED HEATHS SHEARWALL
LLW1OM. C
(2)2x4 No. 2 SYP TOP PLATE
SHEATH SHEARWALL WIOSB ON INSIDE AND OUTSIDE FACES OF WALL..
SCALE: 1/4" =1'-0" SW-CS16 CONNECT DBL STUDS AT EACH END OF SHEARWALL TO DBL STUD
OR WOOD BEAM BELOW WITH (2)CS16 AND(22)10d
EPDXIED 12" INTO TIE BEAM.
7116" OSB WALL SHEATHING FASTENED TO FRAMING BALLOON FRAME-2x6 No. 2 SPF AT 12"O.C. IN
WITH 8d AT 3" O.C. ON EDGE AND 6"O.C, IN THE
FIELD, SW-CS16 O
2x4 No. 2 SPF STUDS AT 16"O.C. IZ IZ IZ
SW-CS16 SW-CS16
ATC(SEE SPEC)AT 40"O.C., AT WALL ENDS,AND EACH (3)2x6-112 +(3)2x6-112 (3)2x6.1/2 IZ IZ
SIDE OF CPENINGS. SEE FIRST LEVEL WALL IZ
FRAMING PLAN FOR ADDITIONAL LOCATIONS OF ATC,
U
AE (2)2x8-113 Q (2)2x8-1/3 C (2)2x81J3 `fl
314" T&G CDX FLOOR DECK FASTENED TO FRAMING WITH TRUSS A05
10d AT 4" O.C. INTO ALL MEMBERS, SEE ARCH DRAWINGS SCAB EACH FACE OF BOTTOM U
FOR OTHER FASTENING REQUIREMENTS TO REDUCE CHORD WITH 2x6x60"No.2 SYP
SQUEAKING. FASTENED W/(2)ROWS 12d AT `n ,�(
KIA
4" ON CENTER, DESIGN CRITERIA AND LOADS W
0
2x4 PT No. 2 SPF BOTTOM PLATE (2)2x8-1/3
IZ (3)2x6-1/2 IZ Building Code � r
2001 Florida Building Code
Code for Design Loads W M
ANSUASCE 7-98 O
o Roof Loading (Cd= 1.25) N
Top Chord Dead Load 10 psf M
Top Chord Live Load 20 psf �> ..
c� ¢ Bottom Chord Dead Load 5 psf W Lr ,rJ
0- Bottom Chord Live Load 10 psf Q Ur
z 4
(2)2x4 No. 2 SYP TOP PLATE(INTERIOR WALLS) z M H .r
(2)2x6 No. 2 SYP TOP PLATE(EXTERIOR WALLS)
C4 Floor Loading (Cd= 1.00)
Top Chord Dead Load 10 psf 0
w Top Chord Live Load 40 psf
Bottom Chord Dead Load 5 psf
7116" OSB WALL SHEATHING FASTENED TO FRAMING (2)2x6-1/2
IZ LL Bottom Chord Live Load 0sf
WITH 8d AT 3" O.C. ON EDGE AND 6"O.C. IN THE (3)2x6-1/2 IZ z p H
FIELD. 0 W
Wind Loading (Cd= 1.60) 0
_
2x4 No. 2 SPF STUDS AT 16" O.C. (INTERIOR WALLS) m ASCE 7-98, 3s Gust 120 MPH N
�
2x6 No. 2 SPF STUDS AT 16" O,C,(EXTERIOR WALLS) Exposure Category B To *0Importance Factor 1,p To 4
ATC(SEE SPEC)AT 40" O.C., AT WALL ENDS,AND EACH
SIDE OF CPENINGS. SEE FIRST LEVEL WALL Building Category II
FRAMING PLAN FOR ADDITIONAL LOCATIONS OF ATC. Partially Enclosed
IZ (2)2x8-1J3
co Interior Pressure Coeff 0.55
vC&C Design Pressures (see table 1)
TRUSS A05
SCAB EACH FACE OF BOTTOM
CHORD STENS W/(2)R6WS12dAT TABLE 1 COMPONENT AND
SHEET NAME: Framing Plans
FASTENED WJ(2)ROWS 12d AT
2x4 PT No. 2 SYP BOTTOM PLATE(INTERIOR WALLS) 4" ON CENTER, QA05 3.5x 11.25 LVL-114 (2)2x6-1/2 CLADDING
J08 NO:
2x6 PT No, 2 SYP BOTTOM PLATE(EXTERIOR WALLS) DESIGN PRESSURES SCALE: As Shown
IZ C04Q PATE CREATED: 02118/05
N A
IZ Q &C04
SEE FOUNDATION PLAN AND SECTIONS (3;2x6-112 esignation REVI50NS:
FOR DETAILS A�i (3)2x6-1/2 C nne Interior Zone End Zone
PROVIDE 2x6 No. 2 SYP LEDGER CONTINUOUS ua Effective (psf) (psf)
Wind Area
� AT TOP AND BOTTOM CHORD. FASTEN LEDGERS
IZ & Q IZ TO FRAMING WITH (3) SIMPSON SDSI/4x3 AT 0-20 sq. ft. +34 -36 +34 -43
16" O.C.
SW-CS16 SW-CS16
\ ; \i\ 21 50 sq.ft, +33 -35 +33 -41
j i, \ /� \% i/• „7 T '_L %7Z/'ii7r�7i,,:. ,-„ .,777�i'%i/,7i777 ,
�j j � j�j; f1 51 - 100 sq.ft. +31 -34 +31
i -37 •
EZ
�,,% Sheet Number.
SW-CS16 SW-CS16 101 200 sq. ft. +30 -32 +30 -35
BALLOON FRAME- 2x6 No. 2 SPF AT 12"O.C. BALLOON FRAME -20 No. 2 SPF AT 12"O.C. SEE WALL FRAMING PLANS: EZ—END ZONE IZ=INTERIOR ZONE.
CONNECT EVERY OTHER STUD TO TOP PLATE W/SPH6 AND(10)8d AND
TO HEADER BELOVN WITH CS16 AND(22)8d
SECOND LEVEL WALL FRAMING PLAN- ST2
TYPICAL TWO-STORY WALL SECTION SCALE: 1/4"=1'-0"
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HAWKINS
SHEET TITLE SHEET
COYER
AO.0
J Y
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i
LED 0
� W F5
Periods only used on one word abbreviations, if the abbreviation
is a different word by itself; e.g. ARCH., BIT., and LAM.
SHEET IN '�GENERAL NOTES 4D ABBREVIATIONS y . g yc -g A,
ro
Periods are usual) used when abbreviating multiple words, unless the
are very common without periods; e.g, AFF, HVAC, R/A, and WWM.
A.B, ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL L A
1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK R P.BO. PARTICLE BOARD ARCHITECTURAL
Ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDITIONING F.B.O, FURNISHED BY OTHERS PC.CONIC. PRECAST CONCRETE /�
A. Vapor Barrier shall be applied on all exterior walls. Install as r manufacturet's AGC ACCESS F,D. FLOOR DRAIN P.E. PORCELAIN ENAMEL AO.O COVER SHEET
P PP Pe AC.T. ACOUSTICALTILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK)
requirements. AFF ABOVE FINISH FLOOR F.F. FINISHFLOOR(LINE) PERI PERIMETER A11 INDEX ABBREVIATIONS
2. Minim . >
Minimum Design Loads: A,D. AREA DRAIN F.G. FIXED GLASS PKG PARKING , SYMBOLS AND
B. Install#15(min.)felt under all shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) GENERAL NOTES
FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE •1
10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER ^� 112
No staples allowed. AGG AGGREGATE FLR FLOORING) PNL PANEL
ROOF: 40 P.S.F.Live Load N 4
LAYOUTS
A.H.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) r w
10 P.S.F.Dead Load Q, Flash all ALT ALTERNATE FN FENCE roof to wall conditions. ALUM ALUMINUM FND FOUNDATION PR PAIR(O
PREFAB PREFABRICATED 0 Lu
O
Verifydesign loads with local Building codes and conditions.Refer to Structural E*. Gutters to be 5"(min. 27 gauge aluminum with baked enamel finish. Downs ut to be W PX ACCESS PANEL F.O. FACE R P5F POUNDS PER SQUARE FOOT A2.0 FOUNDATION PLAN LJ r?
9 9 ) g g (� APX APPROXIMATE FP FIRE PROOF PSI POUNDS PER SQUARE INCH 7
Engineering for all structural details,specifications,and nates, .20 gauge aluminum with baked enamel finish. ARCH. ARCHITECT URAL) FPHB FIFiE PROOF IIOSE BIBS uJ
( P7N PARTITION
A5PW ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A2.1 MAIN FLOOR PLAN
A.T. AUTOMTlC FR FULLS(p)(ING) C PAVE(D)UR YLCHL RI A2.2 SECOND LEVEL FLOOR PLAN Milli
AUTO. AUTOMATIC FS FULL 51LE PVC POLYVINYL CHLORIDE(PIPE)
3. CONCRETE B. INSULATION AVG AVERAGE FTG FOOTING PVMT PAVEMENT q /`N
AWNG AWNING FUR FURRED(ING) PWD PLYWOOD A2.3 ROOF PLAN
A. Foundation types and designs may vary with the individual pertinent soils conditions on A. Provide R-11 (Min.)batt insulation in all exterior walls and R-19(minimum)blown insulation "WIDE BASE GAB. GA GAUGE A2,4 FRONT & RIGHT ELEVATIONS
636 36
each lot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjalcent to the exterior or to unheated 0 Z�
O.T. QUARRY TILE
where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All insulation to meet HUD minimum property specs. B BD BOARD G G.B. GYPSUM(WALL)BOARD /�
structure or gas mitigation due to these occurrences. R-11 batts at fireplace chase walls and under fireplace unit. BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR W RISER(ON STAIRS) A2.5 REAR & LEFT ELEVATIONS
BIT. BITUMINOUS GO GRADE OR GRADING R R/A RETURN AIR
W
BLDG BLOCKING G.D.O. GARAGE-DOOR R R.B. RUBBER BASE A2.6 INTERIOR ELEVATIONS Mr
BLDG BUILDING ORGROUND FAULTINTERRUPTER AAD RADIUS
BLK BLOCK(CMOs) GL GLASS OR GLAZING RBL RUBBLE
B. All design,revisions,engineering,installation and liability of soil conditions,gas mitigation OLKG BLOCKING GL.BK, GLASS BLOCK R.D. ROOF DRAIN
and structural designs due to inadequqte soils or landfill occurences shall be the SM BEAM G.I. GALVANIZED IRON REFR REFRIGERATOR •
7. DRYWALL ELECTRICAL J
responsibility of the"Builder-Developer"or it's subcontractors involved with the design and B.M. BENCH MARK GT GROUT REQ REQUIRED
- O
installation of such,and the Architect shall not be held liable or responsible for their BP 81,PASBRP BEARIN
S(DOOR) RES RESILIENT
implementations. A. All walls to have Ya gypsum and all ceiling t# sum O'ceiling board unless BRK BRICK H 42"H 42"HIGH(WALL) REV REVISION(S),REVISED
�1YI► ...w
noted otherwise. HB HOSE BOB REINF REINFORCED(ING) C
B.S. BASEMENTS W.C. HOLLOWCORERFG ROOFING E1.1 MAIN FLOOR ELECTRICAL PLAN _
B. Use water resistant sum board for exposed walls and ceiling at shower and tub wall BSMT BASEMENT WD HEAD pA HARD R.J.B. REINFORCED JUNCTION BOX
gyp p 9 BTMORBOT BOTTOM H.D. HEATpETECTURORHEAVYDUTY PLO RAILING E1.2 SECOND LEVEL ELECTRICAL PLAN
C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTwN BETWEEN HDR HEADER
per local codes or specific soil conditions,whichever is mare restrictive. BVL BEVELED HOW HARDWARE R&M RANGE W/MICROWAVE
B.W. BOTH WAYS HOT HEIGHT RM ROOM
R.O. ROUGH OPENING
e. INTERIOR TRIM AND FIN ISH IE8 to be selected b contractor. H.M. HOLLOW METAL R.O.W. RIGHT OF WAY cn
y CAB CABINET HORZ HORIZONTAL R&5 ROD AND SHELF(S) 07 ^
C.B. CATCH BASIN o
D. Soil test must be approved by Geo technical Engineer prior to footing pour. GEM CEMENT
HIS HOUR ( DETAIL SHEETS Q
9. DOORS&WINDOWS CER CERAMIC H.R. HALF ROUND WINDOW) GO SOLID CORE(DOOR)
OF CUBIC FOOT HS HORIZONTALSLIDER SGH SCHEDULE w P1 m
E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and CHAM CHAMFER H7p HEATING 5D SMOKE DETECTOR ADA WALL SECTIONS/FOUNDATION DETAILS � 2 x
HVAC FIEATING,VENTILATINCvA1RCORD. SEC SECTION O �- �
shall be placed on firm,undisturbed soil 3"-6"minimum below grade. Contractor to A. All patio doors-operable leaf inside. C.I. CAST IRON HWO HARDWOOD(FLOORS)FLOORS) o o ILL
concrete footings and poured concrete walls as required for specific soil conditions C.I.P.CONC. GA5T•IN-PLACE CONC. S.F. SQUARE FEET A D.2 ROOF DETAILS m LL^
SF.GL. SAFETY GLASS M v
or local Codes,whichever,is more restrictive. B. Door and window infiltration shall be in accordance with local ordinance and shall meet CIR CIRCLE ' I.B. IRONING BOARD S.G.A. SLIDING GLASS DOOR
r� ^
performance standards ANSI/AAMA 101-88 for metal wirndows DH-C40 for vinyl windows CIRC CIRCUMFERENCE LD, INSIDE DIAMETER A D.3 MISC DETAILS
SH SINGLE HUNG OR SHELF(VINO)
and the CRF shall not be less than 55. CJ. CONTROL JOINT OR CONSTRUCTION JOINT 11.0. IN LIEU OF SHIT (DRAWING)SHEET J m N
GK GALK(ING)GAULK(ING} I•M. INSULATED METAL SHTHG SHEATHING AD.4 MISC DETAILS y
F. All concrete shall attain a 28 day compressive strength of 3,000 p.s.i. CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SIM SIMILAR m
CLP CEILING INT INTERIORAD.5 MISC DETAILS
RANCE) SKL SKYLIGHT ca m
CUR CLEA
C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding SL SIDELIGHT OR SLEEVE o
G. Provide minimum 4"concrete cover at under slab utilitylocations. When concrete glass doors and in windows as per local Codes, GLS CLOSURE OR CLOSER(POOR) JST JOIST(FLOOR OR ROOF) SNIT SEALANT
p CM CENTIMETER(S) J7 JOINT � � �
SPC SPACER
encasement of utility lines is required,increase slab thickness at the utility line. Install CMU CONCRETE MASONRY UNIT
utilities lines well below Slab. C.Q. CASED OPENING KD KNOCKDOWN(CEILING) SPEC (AUDIO)
SPECIFICATIONS
SPE
D. Caulk at all sash,sliding glass doors,entrance doors and'bottom plates(all sides of COI, COLUMN K KIT KITCHEN SPK (AUDIO)SS S1 E L
openings)and head flash all windows and doors. COMB COMBINATION KO I,NOCKOUT $.TU STAINLESS STEEL
H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs CONC CONCRETE KPL KICKPLATE(ON DOOR) STD STANDARD
p COND (AC)CONDENSER K/S KNEE SPACE STG OR STO STORAGE
including patio, porch and sidewalks. 5TL STEEL
CONST CONSTRUCTION STIR STRUCTURAL
10. MECWINICAL&ELECTRICAL CONT CONTINUOUS LAM. IAMINATE(p) SO SQUARE
I. Provide"Zi Strip"or tooled control'pints where indicated on the foundation tans. CONTR CONTRACTOR LAV LAVATORY(SINK) SUS SUSPENDED
p P" 1 P CARR CORRUGATED L.B.O. UN BY OTHERS 5.W, SHEAR WALL NUTE
A. All electrical and plumbing requirementsshallshall comply with local building Codes. All outdoor, CPR GpppER L!V LIVING
bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET
Service panels to be(min.)20 circuit,100 amp,110 volt. CRS COURSE(S) L.L. LIVE LOAD T TREAD(AT S1AIR5)OR TILE
4, FRAMING
CSMT CASEMENT L.P. LAMINATED PLASTIC T T,B. TOWER BAR
LT LIGHT T.B.D. TO BE DETERMINED
C-ST, CAST STONE L.T. LAUNDRY TUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO
CENTER OR CENTER OR COUNTER
A, Laminated veneer lumber(LVL)shall provide the design values equal toot exceeding the C.T. LTL LINTEL T.C.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED.
following: B. Prov)d3 y.;:y box for washer and provide solid metal dryer vent(taped-no screws)to OTRLVL LAM VERNIER LUMBER(BEAMS) TEMP. TEMF'ERLD(GLASS)
CX CONNEXTION
exteA'o. LVR ;_OUVER T&G TONGUE&GROOVE
2800 psi in Bending,Fb CY CUBIC YARD + TEL TELEPHONE
285 psi in Horizontal Shear,Fv C All se:vor and water sleeves to be depth and separation as per local code below adjacent "f\ 12"D 12"DEEP M METER(5) THK THIGK(NESS) �w
2,000,000 psi in Modulus of Elastic' E finish rade. V MAX MAXIMUM THR THRESHOLD l
P ity, g D DRYER,OR DRAIN MAS MASONRY T.O.C. TOP OF CONCRETE
OBL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION
B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINE CABINET T.O.M. TOP OF MASONRY
stress+875 p-SA.,(1000 psi repetitive)or better. D. Provide main sewer clean-out within 5'-0"inslUe or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW
otherwise. DEP DEPRESSED MFR. MANUFACTURER TR OR TRN TRANSOM(WINDOW)
DET DETAIL MH MANHOLE TP `!TOILET PAPER HOLDER VARIES
C. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be installed frorn the water meter to an exterior D.F. DRINKING FOUNTAIN MIA MINIMUM TV TELEVISION OUTLET OR LOCATION /F
remote water meter reader at a location to be approved by/the Water Department. The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL
1. All trusses shall be securely braced both during erection and after permanent installation in conduit sha)1 be capable of accepting a low voltage minimum 2 conductor cable supplied DIAM DIAMETER MISC MISCELLANEOUS
ct
a building in accordance with commentary and recommendations as published by the Truss and installed by the electrical contractor,The cable shall be copper and a minimum#18.
DIM DIMENSION MLD MOULDING UC UNDERCUT(DOOR)
Plata Institute. The water,is-,;artment shall make the connections. D.L. DEAD LOAD MM MILLIMETER UNF UNFINISHED
ON DOWN(STAIRS) -'A M 8 :1EMBRANE U.N.O. UNLESS NOTED OTHERWISE DIMENSIONS,ARE TAKEN FROM FACE TO FACE OF MASONRY
D.P. DAMP-PROOFING M.U. MASONRYOPENING
DR DOOR MOD MODULAR VB VANITY BASE UNIT OR FACS OF MASONRY UNIT TO FACE OF STUD.
\/
2• a"high density T&G,Ptywood subtlonr rued and nailed. Panel span rating shall be APA DRY DRYER MACHINE MRB MARBLE Y V.B. VAPOR BARRIER ct
24/32, Exposure 1,with sealed edges, Install per manufacturers'spacing and edge D5 DOWNSPOUT MTL METAL VB36 36"WIDE VANITY BASE
recommendations. F. Water service shall be 1"minimum from each exterior shutt off valve, D's DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL
D,T, DRAINTILE MULL MULLION OR MULLED VIN (SHEET)VINYLS^�
DTL DETAIL V.S. VEGTABLE SINK
3, G. All shower head heights to be 80"AFF at fiberglass DW DISH WASHER A, NA NOT APPLICABLE V.T. VINYL TILE �
Y"underlayment(minimum)under vinyl or tile on wood frame floor systems. 9 g ass showers and 84"AFF at ceramic DWG DRAWING N N.I.C. NOT IN CONTRACT W
showers. DWR DRAWER NIL NAILABLE
NOM NOMINAL W W3630 36'W X 30"H WALL CAB d
4• Min'%"high density O.S.B.wood roof sheathing with'H'clips.APA panel span rating shall EA EACH N.T.S. NOT TO SCALE W WIDE OR WASHING MACHINE
be 24/0,exposure 1,with sealed edges.Install per manufacturers'spacing and edge E EB EYEBROW(FLAT ARCH) N.G,V.D. NAT.GEODETIC VERTICAL DATOM WC WATER CLOSET
E.F. EACH FACE WD WOOD
recommendations, O OA OVERALL WF WIDE FLANGE(STEEL BEAM)
E.J. EXPANSIONJOIN7 OBS OBSCURE(GLASS) WH WATER HEATER
ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER
ELEC ELEGTRIC(AL) W.H. WALL HUNG
D, Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ENGINEERING WILL SUPERCEDE ALL NOTES E.P. ELECTRICAL PANEL O.CAS. OVERHEAD CABINET WI WROUGHT IRON
designs prepared under the supervision of a registered professional engineer. , Ea EQUAL O.D, OUTSIDE DIAMETER WIC WALK-IN CLOSET
REFERENCES & CALLOUTS ON 'THE ARCHITECTURAL EST ESTIMATE O.G.O. OVERHEAD GARAGE DOOR WIN WINDOW
E.W.C. ELECTRIC WATER COOLER OH OVERHEAD W1 W/O WITH OR WITHOUT
PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPNG OPENING WP WATEHPROOF(ING)
drawings to builder for CLARIFY CONFLICTING INFORMATION. EXH EXHAUST OPT OPTIONAL W.R. WATER RESISTANT
E. Roof trusses manufacturer shall submit 2 sets of sealed shop 9 OSB ORIENTED STRAND BOARD W.S. WATER SOFTENER ATTIC VENT CALCULATION
approval of roof trusses and beams EXT EXTERIOR W. WALL w WAINSCOT
To wall
WWM WELDED WIRE MESH
F• Mins exterior grade plywood or OSB woad sheathing behind all masonry veneer,dryvit
panels and Cedar siding.See elevations for locations. 1 p
G. Pressure treated lumber to be used where wood is in contact with concrete and for 2x4 mud SYMBOLS FORMULA:
Sill, 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING
H. Exterior deck construction shall be with pressure treated lumber with dimensions as *144 SQ. IN. = 1 SQ. FT.
indicated on the plans. � EARTH PLYWOOq
BLDG. CEILING (SF)X 144 = BLDG (SQ. IN.)
ELEVATION KEY OR SECTION KEY BLDG, (SQ, IN. /300 = SQ, IN. OF VENT REQUIRED
SHEET NUMBER � SAND OR GRAVEL FILL � INSULATING SHEATHING SQ" IN. OF VENT REQUIRED /2 = 50%AT RIDGE & 50°/D AT EAVES
'"'FOOD STUD PARTITION ® BATT INSULATION
�_, la
DETAIL NUMBER OR SECTION KEY
SHEET NUMBER 3-20 WOOD POST OR 2-2X6
UNLESS OTHERWISE NOTED RIGID INSULATION
PLAN
4
BRICK WATER CLOSET
ANGLE AREA TABULATION �Lx
is
CONCRETE BLOCK a
CENTERLINE MAIN FLOOR FLAN 1462 SUT. Q
CONCRETE
it C9
HB ruB/sHowER SECOND FLOOR 725 SQ. FT.
HOSE BIBB (FREEZE PROOF)
STONE M
IOTA G
�- GAS LINE STUB L A/ AREA 2187 SQ.FT. C y
® LAVATORY
STEEL O k, CO
FRONT PORCH 166 SQ" FT. a
C) PENNY
DIMENSIONAL LUMBER ❑ ❑ DOUBLE SINK LANAI 124 S Q. FT.
PERPENDICULAR GARAGE 437 S Q. FT. • JOB NO. 04-B1-0043 ■
R PLATE L= BLOCKING
❑ SINGLE SINK HAWKINS
0 ROUND OR DIAMETER FINISH GRADE WOOD TOTAL AREA 2 914 S Q.F T.
SHEET TITLE SHEET
GENERAL NOTES
A1 . 1
L
'7 0 ,
MAIN FLOOR NOTES
r
No _FLOOR 3
1. WINDOW GRILLS ARE STANDARD IN FRONT
AND SIDE ELEVATIONS AND REAR
ELEVATION TO BE CLEAR GLASS. '
2. ALL UN–DIMENSIONED PARTITIONS
49-0" ARE 3 1/2" ROUGH.
10 3. ALL ANGLED PARTITIONS ARE 45 g
IZ-31 " 13'-0
14 B" � � DEGREES UNLESS OTHERWISE NOTED.
4. PROVIDE MINIMUM 2-2x12 s w/ 1/2
8'-g"
3'-4" 3'-0"
PLYWOOD FLITCH PLATE AT ALL EXTERIOR
WALL OPENINGS AND INTERIOR BEARING
�►
5'-$• 5'-$" 4'-4"
WALL OPENINGS UNLESS OTHERWISE NOTED.
5. 3-2x4's MIN. AT EACH END OF ALL BEAMS
I
(2)SH306o AND GIRDER TRUSSES UNLESS OTHERWISE
NOTED, ALL SUCH CONCENTRATED LOADS
@90"AFF I SHALL BE TRANSFERRED TO FOUNDATION
n4xg giaLLI VIA BEAMS, POSTS AND/OR SOLID
CATHEDRAL CATHEDRALBLOCKING.
o� L" - r
6. ALL EXTERIOR DIMENSIONS ARE TO FACE
(2)SH3060 9' L�� OF STUDS UNLESS OTHERWISE NOTED.
I @90"AFF 13'-5 91-60 7. ALL TRUSSES TO BEAR ON EXTERIOR
WALLS AND/OR GIRDER TRUSSES UNLESS
I OTHERWISE NOTED ON FOUNDATION PLAN.
MASTE I SUITE I $ HANGERS, TRUSS F& SET SPACINGZE SOR�ALLTRUSSESTENERS,
CATHEDR CLP, 6068 SLIDI I G GLASS DOOR 9. WINDOWSUPPLIERTO VERIFY AT LEAST
14-1 x 1T-0 ONE WINDOW IN ALL BEDROOMS TO HAVE
I NOOK A CLEAR EGRESS OPENING OF 5.7 SQ. FT. 'T w
F_ CATHEDRAL CATHE RAL CLG o WITH MIN. DIMENSION OF 24 IN HEIGHT AND
°o CATHEDRAL I "
L J 12,-0'�x 10'-1" w 20 IN WIDTH; SILL HEIGHT NOT GREATER --� ..
I THAN 44" ABOVE FLOOR. s
ams
10. BALLOON FRAME ALL EXTERIOR WALLS -• (f
I " GREAT ROO b � SHEATHING ABOVE »)PROVIDE F RESTOPPING TO UNDERSIDE OF F
I 40.5 h WALL
w/15"BAR CATHEDRAL CLG � c=n EVERY 8'-0" VERTICALLY IN WALLS > 8'-1".
I Tpp,4gp�E 12-9 x 18'-4 w 11. ALL HANDRAIL BALUSTERS TO BE
------------__ -- I __________.�_____ � SPACED SUCH THAT A 4" SPHERE CANNOT
_ -_ - - PASS BETWEEN BALUSTERS.
- — -'— — �'"" �" _1Q��L�L _- `�� i 42•BC 18"BC SQ GOLUMN TO CL 12. ALL ELECTRICAL AND MECHANICAL
..___�_�'-3 ________ � :___' / \I 4'-�' 5'9" 17-10�• r–______–.�___ �1 \I Cy, LL � r
– 4 5 r2 2" r 2 •N CANTILEVERED LANT SHELk FROM c�� 1 LS 1 `�–_� EQUIPMENT & METERS ARE SUBJECT TO
RELOCATION DUE TO FIELD CONDITIONS:
11-1112' EADEf LEVEL 36'h KNEE WALL— D�4. CONTRACTOR TO VERIFY. W
-- RANGE ��� 13. FOR ADDITIONAL NOTES SEE GENERAL 3
i o 1 24" w/MICRO F NOTES ON TITLE SHEET & DETAILS. 0 ti
0 ° 1 D/S I ' 0 HOOD KITCHEN 14, TYPICAL WINDOW HEAD HEIGHT SHALL BE p -�
- I A 96 ABOVE FINISH FLOOR (O.N.O.),
-�-� �U. g 1 " " _ , 9y C-G; ° """""" 15. WINDOW MANUFACTURER TO TEMPER ALL
1 --- " 124 x 340PG, p 1 12-0 x 11 -4 WINDOWS 2' WITHIN DOORS OVER TUB &
roo 1 (� AFF 2868 PKT 38�BC _ to co
1 = MIPERED GLAS 4•DS SHOWERS-7 WINDOWS WITCHING 18" OF THE
C� 1 (CLEAR) 1 FINISHED FLOOR. a.
Pv I cv I �—..._...___� w Yam)
,N 2868 SQ. 2868 1 1 { LS j O con
r ------- 4`--�� `"� �• M 2868 PI T OPG. , �sf - - — — —_.—— — —_. — — —
■ I
� � (n I ` OHC
WALL TO S'-W _
O PLANT SHELF X8'-4" PLANT SHELF @8'-4"
c0
BYPASS ENCLOSURE 2068 �'N __ OPEN HANDRAIL w-
4 C� c.► VERIFY SIZE WITH – -
I 2X LWALL
SUPERINTENDENT SHOE I 1 2068 PKT r,- --, 2868 2668
I I I h i 1 ❑/5P WRAPPED 2
WI la BAT a i i i OPG. .
C to H „� , U T o
I Q ago I � CLO.
I 9' CLG. ��i , S„ V 1
I � 266$ � Q
I I I I I U
–/ ; WRAPPED
OPG. 1 .
1 " COMPRESSOR I R/S ___� TIONA� IF
" 9-
4068
r' �j-5-
iCATHEDRALCLG0
3' 2'-10" 5'-9" 4'-4" 2'0" i 1 �-_---
t? Ul1 OFFICE/DEN
1 $_9' CLG3
PTIONA i ct
11 4 x 14!-0" w L
2868 SC ;
I I
ENTRY
1
I------------------------------------------� � L__-____-___---___
�, _________________________ CATHEDRAL CLO.
h
8-7 x 8-8'
= f POLL`�]OYVN V
I TTIC A� j GA RAGE (2)5F13060
19'-5' x 21-8" 90-AFF _l
r
T
w ,
Cb I
� / I
II_- - - - - b L l- - - -
/
rl
4o e +• 46'x7.'OGDv v e
a' _
' Q - � .a 'p A S A by, •• •A •• q • . # .a •'p a a` ►' ..e
10'-0"e ' �`' 4'4D" 3'-0" 4'" 4'-0 2" ` `p 4'•4" A .' ` a ° p ` p �
a ° IS• i
11'-7�" V-4 9 v p 6, s pa ° A• A' , ` 4
PLAN
,
• 4 v v p t .v.p A. •a ', v � .p v 'v a '' a.
A
D (i q a v ..a; • : p a o p v P• .a a 'a: ' ' •? A F Ik
v v / TABULATION �
p ` a v 4 •p a ap a p ° a a ° q A ° A � . . v t a A . v p. a ev e '. °.� ° a A q p . . v A ' ,
v P e MAS FLOOR PLAN 1462 SQ FT
v A G vs a s � b a
p A •p R •� a •q. q.. ♦ ♦ hkh
•�. . ' P . ' . • . . • .. �• : . . . . . • . . .. - . • . . . • . .• . . . : . . - • . . . •� • . . .. . . . ND FLOOR 725 S .FT. � �W
p'p •• •° Ase °' pA .
NOTEN > a
TOTAL A/C AREA 2187 S .FT.
� SQ
.FT.FRAMING P ALL, DOORS 1 ' JOB N0. 04-81 D043
FLOOR PLAN FRONT PORCH 166 S
Q.FT. I
SCALE: 1/4'=1'-0' SCALE: 1/4"=1'-0' LANAI 124 SQ.FT, HAWKINS
NAVE 4-, 1 /2" RETURNS GARAGE 437 SQ.FT.
SHEET TITLE SHEET
MAIN FLOOR PLAN
TOTAL AREA 2914 SQ"FT. A2.1
L
7 q f)"
MAIN FLOOR NOTES
NOTE,„,.FLOOR
�. S
1. WINDOW GRILLS ARE STANDARD IN FRONT ' " =
AND SIDE ELEVATIONS AND REAR
0 'E
ca ro ,U
ELEVATION TO BE CLEAR GLASS. '
2, ALL UN-DIMENSIONED PARTITIONS ('I`f 'o L 8
ARE 31/2" ROUGH. Ba7 �
3. ALL ANGLED PARTITIONS ARE 45
DEGREES UNLESS OTHERWISE NOTED., o a c
4. PROVIDE MINIMUM 2-2x12 s w/ 1/2
PLYWOOD FLITCH PLAN AT ALL EXTERIOR w/
WALL OPENINGS AND INTERIOR BEARING
WALL OPENINGS UNLESS OTHERWISE NOTED.
5. 3-20's MIN. AT EACH END OF ALL BEAMS
AND GIRDER TRUSSES UNLESS OTHERWISE
P81-3" NOTED. ALL SUCH CONCENTRATED LOADS
SHALL BE TRANSFERRED TO FOUNDATION
11'-31 " 12'-4 VIA BEAMS, POSTS AND/OR SOLID n q
4-7 BLOCKING,
T-7" 6. ALL EXTERIOR DIMENSIONS ARE TO FACE o
El
OF SE NOTED. Lu U)
2'-10%2" 2' 10" 4020 FX TRAPAZOID 7. ALLS RUSSES TO BEAR TUDS UNLESS EON I EXTERIOR �
Lu
@78 AFF WALLS AND/OR GIRDER TRUSSES UNLESS
OTHERWISE NOTED ON FOUNDATION PLAN.
4 _ R/s _ 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS,
Q HANGERS & SET SPACING FOR ALL
TRUSSES.
(2)4068 1.� 9. WINDOW SUPPLIER TO VERIFY AT LEAST
O ONE WINDOW IN ALL BEDROOMS TO HAVE
A CLEAR EGRESS OPENING OF 5.7 SQ. FT. w
Q WITH MIN. DIMENSION OF 24" IN HEIGHT AND r --
20IN WIDTH; SILL HEIGHT NOT GREATER
THAN 44" ABOVE FLOOR.
BEDROOM 410. BALLOON FRAME ALL EXTERIOR WALLS ��
9' CLG. z" (ABOVE 8'-1") TO UNDERSIDE OF ROOF -- Q
1'4" 3'-4" 1O'-8" x 10'-6" SHEATHING - PROVIDE FIRESTOPPING
EVERY 8'-0" VERTICALLY IN WALLS > 8'-1".
11, ALL HANDRAIL BALUSTERS TO BE
LL d 4.4SPACED SUCH THAT A 4" SPHERE CANNOT
u. o PASS BETWEEN BALUSTERS.
Q co 12. ALL ELECTRICAL AND MECHANICAL
10'OZ' N2Z'-5 \ co (n2668 �4 EQUIPMENT & METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; �' N
CONTRACTOR TO VERIFY. ro N 3
13. FOR ADDITIONAL NOTES SEE GENERAL ) "
<< NOTES ON TITLE SHEET & DETAILS. U.
0 0
Z-4" 7 2* N Q 1.0
266$ 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE
96" ABOVE FINISH FLOOR (O.N.O.).
D W 1 RI EJ D W 1 RISESro m
co rn 15. WINDOW MANUFACTURER TO TEMPER ALL � "4
40 P R IS m @ 40' P R 15 WINDOWS 2' WITHIN DOORS, OVER TUB & Q) W
102' w SHOWERS 7 WINDOWS WITCHING 18" OF THE o
r — _ _ — — OPEN HANDRAIL _ RR/S� FINISHED FLOOR. a. a
i
N BEDROOM 3 Lu
9' CLG. 0 2468 2p68
= 10'-7" x 11'-11"
J
o ! i Q o 2668 (2 2068
11'-2" --- I 8_ I
18"
3'7 2" 10" 3'7" 1'-8" i 3"5� 2'-1 a7 ! 18"
D/S I
---- i \ (2)4068 -
R/S 2468 PKT BEDR60M 2
CATHEDIAL CLG.
I 11 —4 K9'—8
o X-
•
0�\ I I 4 O I I
t_✓J LTJ �P LTJ
I 1
I 1
I I ctI 1
.0
I I
I 1
o � 0
1
I I
I 1
I I
4020 SLIDER
@84"AFF
I I
I I
(2)SH 3050
5'-7Y2 T-3" 2'-112" 2'-6" 4'32" 3'4" 4.32,. @84"AFF
10'-102" 5'-52" 11'11"
28'-3"
F�
ria
PLAN
NOTE : �j 5
� 5
AREA TABULATIONe 'l q� !
ALL DOORS TO MAIN FLOOR PLAN 1462 SQ.FT. L
SECOND FLOOR 725 SQ.FT. F
HAVE 4- 1 /2" RETURNS
TOTAL A/C AREA 2187 SUT. y;. °x LL
! „ Q 2 N
FRONT PORCH 166 SQ.FT. coy
�
LANAI 124 SQ-FT, c
° S c
O _ r
GARAGE 437 SQ.FT. 4 a CL
• JOB NO. 04-B1-0043
C` OND
TOTAL AREA 2914 SQ.FT.SECOND FLOOR FRAMING PLAN SEFLOOR PLAN- HAWKINS
SCALE: 1/4"=l'-O" SCALE: 1/4"=1'-O" SHEET TITLE SHEET
MAIN FLOOR
FLOOR PLAN A2.2 2"2
na
-7(/0 PaUdM4 lake-
ms's CITY OF ATLANTIC BEACH
Sfs 800 SEMINOLE ROAD
a ATLANTIC BEACH,FL 32233
- INSPECTION PHONE LINE 247-5826
Application Number . . . . . 04-00029060 Date 11/09/04
Property Address . . . . . . 1908 CREEKSIDE CIR
Tenant nbr, name . . . . . . SFR 970 RADON/0 SCHG
Application description . . . SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation 418268
Owner Contractor
------ --- ------- --- - ---- -- ---- ----- -------------
GATEWAY SELVA LLC THE DESIGN- & BUILD GROUP, INC.
1908 CREEKSIDE CIRCLE 394 9TH ST.
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
(904) 838-2242 (904) 241-2228
----------------- ---------------------------- -------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc 23 FIXTURES
Sub Contractor J & L SERVICES OF NORTHEAST FL
Permit Fee . . . . 196 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 196 . 00 196 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 196 . 00 196 . 00 . 00 . 00
PERMTT IS APPROVED ONLY IN ACCORDAA, WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDINGDES.
414.. (
BUILDING OFFICIAL
CITY OF ATLANTIC BEACH
r PLUMBING PERMIT APPLICATION
Date: h 1`f
Property Address:
t r r jr
Owner: �P�1� 1�.i ��y t, � � �I� N ;F tl:.>; 13�--°Telephone #:
Contractor: �r FN aiS 09 Tele hone#: F
72,
Contractor Address: 't �l"'_ ��K► ®1,e^ 1 Fax
In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in
accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach
ordinance and standards of good practice listed therein.
Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing
Code.
Plumbing Type: If other construction is being done on this building or site,
New list the build' rmitt nurab�r
O
Re-Pipe
Number of Fixtures:
Bath Tubs Z Showers
Closets Shower Pans
Dishwashers Sinks
Disposals Urinals
Floor Drains " Washing Machine
Lavatory I Water
Sewer Water Heaters
i Other
Fees
Permit Issuing Fee: $35.00
Total Fixtures: 2- 3 X$7.00 + $35.00 =
800 Seminole Road • Atlantic Beach, Florida 32233-5445
Phone: (904) 247-5800 . Fax: (904) 247-5845 • http://www.ci.atiantic-beach.fl.us
Revised 1/04
1901 G00119% (J.
1 L�
August 22,2004
Power of Attorney Agreement
1,Joseph V. Del Carmen, of The Gateway Holdings Croup-Selva,hereby appoint
Stephen Kirsten,of The Group Design& Build,as my attorney in fact to acl.in my
capacity to do every act that i may legally do through an attorney in fact_ This Tx)wer
shall be in 1'u11 rome and effect on the date below written and shall remain in full force
and ellect until December 1, 2004 or unless specifically extended or rescinded earlier by
either party.
DAMU 2XItsh
State of Florida
County of Duval
JS et
CITY OF ATLANTIC BEACH
1, 800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 04-00029060 Date 10/14/04
Property Address . . . . . . 1908 CREEKSIDE CIR
Tenant nbr, name . . . . . . SFR 970 RADON/0 SCHG
Application description . . . SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . 418268
Owner Contractor
--- - -------------- ------ ------ -- ----------------
GATEWAY SELVA LLC THE DESIGN & BUILD GROUP, INC.
1908 CREEKSIDE CIRCLE 394 9TH ST.
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
(904) 838-2242 (904) 241-2228
-------------- --------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT
Additional desc . .
Permit Fee . . . . 1452 . 00 Plan Check Fee 726 . 00
Issue Date . . . . Valuation . . . . 418268
------- -------- ------------- -------------------- ----- -----------------------
Other Fees . . . . . . . . . CITY RADON SURCHARGE . 24
ST CONSTRUCTION SURCHARGE . 00
STATE RADON SURCHARGE 4 . 60
WATER IMPACT FEE 270 . 00
WATER CROSS CONNECTION 35 . 00
Fee summary Charged Paid Credited Due
-- -- ------------- ---------- ---------- ---------- ----------
Permit Fee Total 1452 . 00 1452 . 00 . 00 . 00
Plan Check Total 726 . 00 726 . 00 . 00 . 00
Other Fee Total 309 . 84 309 . 84 . 00 . 00
Grand Total 2487 . 84 2487 . 84 . 00 . 00
City of Atlantic Beach
*** CUSTDER RECEIPT +**
Ooer: DWWREK Type: OC Drawr: 1
Date: 19/14/94 81 Receiot no: 3981
Description Quantity Mount
2N4 29869
BP BUILDING PERMITS
1.88 $2487.84
Tender detail
CK CHEM( 3173 $2487.84
Total tendered $2487.84
Total payment $2487.84
Trans date: 18/14194 Time: 19:82:56 ITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
deal
BUILDING OFFICIAL
irLy;lJ CITY OF ATLANTIC BEACHD. Ford
BUILDING / ZONING DEPARTMENT L. Higgins
800 Seminole Road . Doe
r
Atlantic Beach,Florida 32233
" (904)247-5800
(904)247-5845 Fax
PLAN REVIEW COMMENTS
Permit Application # 0 4 - 2 9 060
Property Address: 1900 G�F-1EK S I D E C 1 R.
Applicant: T H bE 51 G N � WILD C—R 0 U P INC .
Project: 5 IN&LfF F AMI LY 915IDtN cE
This permit application has been:
❑ Approved
❑ Reviewed and the following items need attention:
Please re-submit your application when these items have been completed.
Reviewed By: ` l Date: ��
Vit!.LlrlJ' CITY OF ATLANTIC BEACH
r PERMIT CALCULATION SHEET
J
X13
Date:
Address H4
�S 7-1a]G l
Heated Square Footage 3 S' W 22- @ $ /t 4? per sq ft = $ ? �'
Garage/ Shed @ $ per sq ft= $
Carpor %Porch _@ $ r per sq ft= $
Deck @ $ per sq ft = $
Patio @$ per sq ft = $
TOTAL VALUATION: $ ,2
Total Valuation
1St $
Remaining Value $ . per thousand
or portion thereof
CONSTRUCTION TYPE: TOTAL BUILDING FEE $
ZONING: '$ ? + 1/2 Filing Fee $
FLOOD ZONE: _ (1) Fireplaces @ $35.00 $ 3 S
IMPERVIOUS SURFACE: , :) ,0
W'
BUILDING PERMIT FEE $
WATER IMPACT FEE $
SEWER IMPACT FEE $
WATER METER/TAP $
CAPITAL IMPROVEMENT$
SEWER TAP $
C (5j?0) RADON HRS .0050 $
SECTION H PAVING ( ) $ - --
CROSS CONNECTION $
ST( ) SURCHARGE $
OTHER $
GRAND TOTAL DUE: $
1/13/03
SEP P CITY OF ATLANTIC BEACH
BUILDING PERMIT APPLICATION
v~ (New/Residential & Commercial)
DMI
Date:
Job Address:
Owner's Name:
Address: Phone:
Legal Description um er: / 2- Lot Number:_� .Zoning District:
Contractor: S91&) 012.6-. State License Number: l5 d 5-7 45"
Address: _51;� A' ZQ Phone: Z�yL-Z pS�
City: /YT7aQ�U`t&.., i—h,,-4 State: (moi.. Zip:,22.;?„?Fax: 961#-241
Describe proposed use and work to be done: S 4i5- TN!'Y�ijQ
Present use of land or building(s): SD
Valuation of proposed construction: c-ze,
Is approval of Homeowner's Association or other private entity required? A/0 If yes, please submit with this
application.
Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees?
(j3/NO. Applicant certifies that no change in site grade or fill material will be used on this project.
❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building
Permit.
Qj*�10. Applicant certifies that no trees will be removed for this project.
❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree
Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month.
Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.
Incomplete applications may result in delay in issuance of permit.
STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please
contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have
Property Appraiser's Real Estate Number available.
STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction
topographical survey or grading plan is required. (If not required, written verification must be provided with this application.)
The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834
STEP 3. Submit Tree Removal Application if trees are to be removed or relocated.
STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if
owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic
Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826
800 Seminole Road .Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.cLatlantic-beach.fl.us
Page 2 Revised 1104
In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being
performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner.
1. Current survey showing the property boundary with bearings and distances and the legal description.
2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage.
Identify any existing structures and uses.
3. If required by the Department of Public Works,a pre-construction topographical survey.
4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies.
5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools
may be excluded from total Impervious Surface.
6. Provide drainage plans.
7. Provide erosion and sediment control plan.
8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities.
I hereby certify that all information provided with this application is correct.
Signature of Owner: - '` L�- Date: 2(a 3 01F
I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and
ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to
give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the
governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the
above information being true and correct and that the plans and supporting data have been or shall be provided as required.
�A3 -�ZSignatttreofContractor: Date: _
If
Address and contact information of person to receive all correspondence regarding this application(please print).
Name:
Mailing Address:
Phone: Fax: E-Mail:
AS TO OWNER:
s
Swom to and subscribed before me this a� day of 1P+' ,20�.
State of Florida,County of Duval
"�'•.
JENNIFERSCHLUTER Notary's Signature:. �`�'
MY COMMISSION k DD 12`1301
EXPIRES:May 27,2008 E?-Personally known
TN0181YPt Urd§ "6`s ❑ Produced identification
Type of identification produced
AS TO CONTRACTOR: �1 �{-
Sworn to and subscribed before me this 3r day of 20
State of Florida,County of Duval r
Notary's Signatur .
JEW41-FA 804
Personally kno
l)
MY C0�
EXPtt V' +� _ ❑ Produced identification
Type of identification produced
800 Seminole Road •Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.cLatiantic-beach.fl.us
Page 3 Revised 1/04
MIN, RETURN >l3ook 1205$ Page 162
NOTICE OF COMMENCEMENT
State of rZ-OR/ tD A Tax Folio No.
County of DkVAC_.
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property,and in accordance
with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT.
Legal description of property being improved:E94LIA ZAMf�/,�,// � �/L God /p
Address of property being improved: 1 SAP9-
General description of improvements:
Owner: C
Address: FL. 3 2-1S'0
Owner's interest►n site of the improvement:
Fee Simple Titleholder(if other than owner):
Name:
Address:
Contractor:
Address:
Phone No: 2-,ell— Z2.2.Q' Fax No: 2-w--00-443
Surety(if any):
Address: Amount of Bond S
Phone No: Fax No:
Name and address of any person making a loan for the construction of the improvements.
Name:
Address:
Phone No: Fax No:
Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other
documents may be served:
Name:
Address:
Phone No: Fax No:
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in
Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option).
Name:
Address:
Phone No: Fax No:
Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a
different date is specified):
THIS SPACE FOR RECORDER'S USE ONLY W ER
Signed:__ Date:
Before me this day of in the County
Do1vai, Statof Floridarod#• e
Pa I�e• 162 N Public Large,State of Florid County of Duval
Filed & Recorded
09/24/2004 09:54:13 AN My commission expires: -7
3IN FULLER Personally Known: k.-I or
CLERK CIRCUIT COURT Produced Identification:
DUVAL COUNTY F„,,, —
RECORDING $ 5.00 X.A
JENNIFER SCHLUETER
TRUST FUND 1• 'Z MY COMMISSION#DO 121301
REC ADDITIONAL $ 4.00 = EXPIRES:May 27,2006
° Bonded TMu Notary PWkc Ur.Mwr#ers
III. Energy Code Information:
RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. Is the current energy code form completed properly and signed;
correct climate zone and correct jurisdiction? (FBC 13-600) Yes" No N/A
2. Does conditioned square feet area on plans match square feet
NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes No N/A
AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes, No N/A V"'
(FBC 13-602.I.ABC.1.1)
3_ G 4. Is the"R"value for added insulation on exterior walls shown? Yes/ o N/A
PLANS EXAMINER: �1 nl n '�( DATE: < J S. Is the"R"value for ceilings shown? (FBC 13-604.LABC.1) Yes %/No N/A
/ /f � 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes No N/A✓
OWNER:�/t{Tr o� �� ��L 01,01- 1 L C JOB ADDRESS: C.l+ ll_ !r 7. Are Energy Credits Claimed? Yes fNo N/A
A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes 1`No N/A
CONTRACTORc-sf4'-}-g%J(LO 1e--,- PHONENUMBER: B. White Roof Credit (FBC 13-607.1.A.5) Yes ,"No N/A
C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes -'No N/A
(CIRCLE)
1. Survey; / IV Foundation Plan:
1. Is a specific purpose survey submitted? Yes V o N/A 1. Are all footings shown,including interior bearing walla,
2. Is correct Flood Zone shown? Yes r No N/A Column pads and concentrated loads? Yes V'"No N/A
3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes y'`No N/A
in an"A'or"V"zone? Yes No N/A✓ 3, Are all elevation changes in slab shown? Yes No N/A
4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A t/ 4. Is minimum concrete PSI shown? Yes✓No N/A
5. Is property in a flood way7 Yes No N/A d
5. is slab reinforcement shown? Yes v'-'No N/A
6. Is flood way line shown? Yes No N/A ✓ A. Wire mesh size and gauge? Yes. No N/A�
B. Fibermesh reinforcement? Yes vl'% N/A
6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes ✓No N/A
IL Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes V'No N/A
1. Are plans sealed by architect or engineer? Yes t/''No NIA 8. Is type of soil treatment for termites shown?(FBC 18 16) Yes✓'No N/A
A. Are structural calculations submitted? Yes ✓No N/A 9, Do plans show concrete footings have a specified compressive
2. Is correct wind speed shown? (FBC Figure 1606) Yes✓.No NIA
Strength not less than
3. Is exposure category shown? (FBC 1606.1.8) Yes No N/A PSI at 28 days? (FBC 1804.5.1) Yes tlNo N/A
4. Is Importance Factor shown per FBC Table 16067 Yes✓No N/A 10. !f pile foundation shown,is is Sealed Soils Report submitted)
5. Are pressures for wind loading on components and cladding (FBC 1805.1) Yes No N/A t/
Shown per FBC 1606.2.57 Yes{"No N/A
6. Are pressures for wind loading on components and cladding V. Typical Wall Section:
Shown per FBC 1606.2.5? Yes v,"'No N/A I. Is finished grade shown? Yes✓No N/A
7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes ve�,No N/A
stories and allowable area? Yes-I'No N/A A. Minimum 8"above adjacent grade? Yes Vol''No NIA
8. Does structure meet Fire Resistance Ratings of FBC Table 600 / B. Flood protection elevation? Yes No N/A
for structural elements? Yes �/ No N/A C. Base flood elevation? Yes V o N/A
9. Are plans designed per SSTD 10-99? Yes No N/A✓� 3. Is minimum footing depth beneath finished grade shown? Yes,,No N/A
A. Are all appropriate charts and tables shown? Yes No N/A+ (FBC 1804.1.3) t
B. Are all appropriate requirements circled or highlighted? Yes No NIA 4. Are all footing sizes shown? Yes V'No N/A
10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes No N/A
Construction in High Wind Areas'? Yes V No N/A 6. Is vertical reinforcement shown? Yes re`No NIA
A. Are all appropriate charts and tables shown? Yes✓No NIA 7. Masonry construction.
B. Are all appropriate requirements circled or highlighted? Yes ,/No N/A A. Is exterior wall finish shown? Yes No N/A
II. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown) Yes o N/A
High Wind Areas? Yes V No N/A C. Is exterior wall insulation shown? Yes �o N/A
A. Are all appropriate charts and tables shown? Yes ✓Yo N/A D. Is exterior wall finish shown? Yes ,,"'No N/A
B. Are all appropriate requirements circled or highlighted7 Yes ./No N/A 8, Wood Frame Construction
12. Are plans designed per"AF&PA Wood Frame Concoction A. Is stud size,spacing,grade and lumber species shown? Yes ✓No N/A
Manual for One-and Two-Family Dwellings,High Wind Edition'? Yes No N/A'- B. Is exterior sheathing(type and thickness)shown? Yes V DF6 N/A
A. Are all appropriate charts and tables shown? Yes No N/A t! C. Are nailing requirements(size and spacing)shown? Yes No N/A
B. Are all appropriate requirements circled or highlighted? Yes No N/A (FBC Table 2306.1)
D. Is exterior wall finish shown? Yes V"No
N/A I5. Does bedroom open directly into garage? Yes No�+" N/A
E. Is interior wall finish shown? Yes No N/A 16. Does the number of bedrooms shown on plans match the number
F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes No N/A
grade shown? (FBC 2304.2.5) Yes /r�Io N/A
G. Are shear wall segments shown? Yes No N/A 17. Is Designer's name and address shown on plans? Yes No N/A
A. Type of hold-downs shown? Yes s/No NIA Is. Do egress doors and landings comply with FBC 1012.1.3
9. Are ceiling heights shown? (FBC 1202.2) Yes V No N/A and FBC 10 12.1.57 Yes vo`No NIA
10. Are all hurricane anchorage and hold-downs specified and labeled? Yes-"' No N/A 19. Are habitable rooms shown with the minimum light and ventilation
IL Is ceiling type shown,drywall thickness? Yes.t No N/A requirements of FBC 1203.1? Yes e'No N/A
12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting
A. Are engineered trusses shown? Yes✓No N/A wind load requirements for components and cladding per FBC 1606? Yes v"No N/A
B. Are conventional frame rafters used? Yes No N/A✓ 21. Does floor plan show fireplace? Yes`,/'No N/A
1. Rafter size shown? Yes No N/A ✓ 22. Are stair details shown? Yes #O'No N/A
2. Species of lumber shown? Yes No N/A✓ A. 12 minimum stair width shown? (FBC Table 1004) Yes 4 r jslo N/A
3. Grade of lumber shown? Yes /No N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes v/'"No N/A
C. Type of roof sheeting shown? Yes v.-"No N/A C. Do spiral stairways comply with FBC 1007.9.2? Yes V,No N/A
1. Thickness of roof sheeting shown? Yeses No N/A D. Are required landing shown? (FBC 1007.4)? Yes k''No N/A
2. Grade of roof sheeting shown? Yes_�'No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes V,-No N/A
3. Nailing pattern of roof sheeting shown? Yes✓ V,-No No NIA 23. If floor plan shows mixed construction,are mixed
(FBC Table 2306.1) Construction details shown? (May require engineering.) Yes No N/A✓
D. Weight of Dry-1n felt shown? Yes✓No N/A 24. If required,are tenant separations shown? Yes No N/A y''
E. Type of roof cover shown? Yes v No N/A A. Duplex (FBC Table 704.I)
1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4)
(FBC 1507.3.7) Yes No N/A ✓ 25. Are all columns and beams shown for porches and lanais? Yes✓No N/A
2. Attachment of tile roof shown? Yes No N/A A. Are column type,size and anchorage shown? Yes f No N/A
(FBC 1507.3,7) B. Are beam type,size,span and anchorage shown? Yes✓No NIA
3. Other roof covering and attachments shown? Yes V"�No NIA 26. Are all lintel and beam details shown? Yes v'No N/A
F. Length of roof overhang shown? Yes.?�No N/A 27. Are engineering details provided for butt glass? Yes No N/A V'rte
G. Type of soffit and fascia shown? Yes ur-'No NIA
H. Attic ventilation shown? Yes V No N/A
I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan.
(FBC 1503.2.1 and FBC 1507.3.9) Yes✓No NIA 1. Are engineered truss plans provided showing loads,uplifts and
J. Type and ag uee of eave metal shown? Yes y�No NIA required connections? Yes ir"No N/A
2. Are all headers,beams,girders and interior bearing walls shown? Yes,,No NIA
3. Framed root
VI. Floor Plan. A. Is rafter plan shown,including size,spacing species,
1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A b
application? Yes V"No N/A B. Is ceiling joist plan shown,including size,spacing,
2. Are all room dimensions shown? Yeses No N/A species,grade of lumber,span and connections? Yes No N/A yr'
3. Are all door and window sizes shown? Yes V-No NIA G. Are collar ties shown,including size,spacing,species,
4. Are all emergency egress openings shown? YesV'No NIA grade of lumber and connections? Yes No N/A
S. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade
(FBC 2405.2) Yes Y No NIA of lumber? Yes No N/A
6. Are all vertical reinforcements shown? Yes L+ No N/A 4. Is roof sheetingindicated,showing
7. Are all shear wall segments shown? Yes v No N/A pattern? B type,thickness and nailing Yes ,oNo N/A
8. Are all hold-downs and hurricane anchorages shown? Yes f No NIA
9. Is required attic access shown? Yes V,1 No N/A
10. Are all plumbing fixtures shown? Yes%,^o N/A VIII. Floor Framing,
11. Are all electrical fixtures shown? Yes w-"No N/A 1. Is engineered floor truss plan provided,showing loads,
12. Are all mechanical fixtures shown? Yes W J o N/A uplifts and connections? Yes`0'No N/A
A. Is air handler and condensor location shown? Yes•°° No N/A 2. Is joist plan provided,showing size,spacing,span,species,
B. Are exhaust fans shown? Yes 1/No N/A grade of lumber and connections? Yes _eNo N/A
13. Are all smoke detectors shown? (FBC 905.2) Yes �,^o NIA 3. Is floor sheeting indicated,showing type,thickness and
14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes Woe N/A
Have a 29"net clear door opening and handicap accessible
route? (FBC I I-I l) Yes .-14o NIA
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 1908 Creekside Court Builder: Design Build Group
Address: 1908 Creekside Ct Permlttin Office: Atlantic Beach
City, State: Atlantic Beach, Fl Permit Number:
Owner: Jurisdiction Number: 261100
Climate Zone: North
1. New construction or existing New _ 12. Cooling systems
I
2. Single family or multi-family Single family _ a. Central Unit Cap: 18.0 kBtu/hr _
3. Number of units,if multi-family I _ SEER: 11.00 _
4. Number of Bedrooms 6 b. Central Unit Cap:42.0 kBtu/hr _
5. Is this a worst case? No SEER: 11.00
6. Conditioned floor area(ft') 3582 ft' c. Central Unit Cap:24.0 kBtu/hr _
7. Glass area&type Single Pane Double Pane .._ SEER: 11,00 _
a. Clear glass,default U-factor 0.0 ft2 686.0 ft- _ 13. Heating systems
b. Default tint 0.0 ft= 0.0 ft' _ a. Electric Heat Pump Cap: 1.8.0 kBtu/hr _
C. Labeled U or SHGC 0.0 ft' 0.0 ft' HSPF:7.10 _
8. Floor types _ b. Electric Heat Pump Cap:42.0 kBtu/hr
a. Raised Wood,Adjacent R=19.0,418.0 ft~ _ HSPF:7.10 _
b. Raised Wood,Stern Wall R=19.0, 139.0 ft= _ a Electric Heat Pump Cap:24.0 kBtu/hr
c. 1 Others 135.0 ft' HSPF:7.10 _
9. Wall types 14. Hot water systems
a. Concrete,Int Insul,Exterior R=7.0,585.0 ft' a. Electric Resistance Cap:50.0 gallons _
b. Frame.Wood,Adjacent R=13.0,200.0 ft' _ EF:0.91
c. Frame,Wood,Exterior R=I 3.0,2257.0 ft' b. Electric Resistance Cap:50.0 gallons _
d.N/A _ EF:0.91 _
e. N/A c. Conservation credits
0. Ceiling types _ ('HR-Heat recovery,Solar
a. Linder Attic R=30.0, 1548.0 ft' _ DIP-Dedicated beat pump)
b. Under Attic R=19.0,468.0 W 15. I-TVAC credits MZ-C,MZ-H
c, N/A (CF-Ceiling fan,CV-Cross ventilation,
11. Ducts HF-Whole house fan,
a. Sup:Unc. Ret:Con. AH:Interior Sup.R=6.0.. 150.0 ft' _ PT-Programmable Thermostat,
b. 2 Others 250.0 ft MZ-C-Multizone cooling,
MZ-H-Multizone heating)
-
Glass/Floor Area: 0.19 Total as-built paints: 52026 PASS
Total base points: 52940 f
I hereby certify that the plans and specifications covered Review of the plans and
-�YIE ST
by this calculation are in compliance with the Florida specifications covered by this yo4 aT�o
Energy Code. calculation indicates compliance y `,,,'' _= 4
PREPARED BY: with the Florida Energy Code. '
Before construction is completed _ ? r -- d
DATE: 21 this building will be inspected for ffi
I hereby certify that this building, as designed, is in compliance with Section 553.908
compliance with the Florida Energy Code. Florida Statutes. ob '
•
WNER/AGENT: BUILDING OFFICIAL:
DATE: DATE:
EnergyGauge®(Version: FLRCPB v3.30)
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 1908 Creekside Court Builder: Design Build Group
Address: 1908 Creekside Ct Permitting Office: Atlantic Beach
City, State: Atlantic Beach, FI Permit Number:
Owner: Jurisdiction Number: 261100
Climate Zone: North
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi-family Single family _ a. Central Unit Cap: 18.0 kBtu/hr
3. Number of units,if multi-family 1 _ SEER: 11.00
4. Number of Bedrooms 6 _ b. Central Unit Cap:42.0 kBtu/hr
5. Is this a worst case? No _ SEER: 11.00 _
6. Conditioned floor area(ft2) 3582 112 c. Central Unit Cap:24.0 kBtu/hr
7. Glass area&type Single Pane Double Pane _ SEER: 11.00
a. Clear glass,default U-factor 0.0 ft2 686.0 ft2 _ 13. Heating systems
b. Default tint 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap: 18.0 kBtu/hr _
c. Labeled U or SHGC 0.0 112 0.0 ft2 HSPF:7.10
8. Floor types _ b. Electric Heat Pump Cap:42.0 kBtu/hr
a. Raised Wood,Adjacent R=19.0,418.0 ft2 _ HSPF:7.10
b. Raised Wood,Stem Wall R=19.0, 139.0 ft2 _ c. Electric Heat Pump Cap:24.0 kBtu/hr _
c. 1 Others 135.0 ft2 HSPF:7.10
9. Wall types _ 14. Hot water systems
a. Concrete,Int Insul,Exterior R=7.0,585.0 112 _ a. Electric Resistance Cap:50.0 gallons _
b. Frame,Wood,Adjacent R=13.0,200.0 ft2 _ EF:0.91
c. Frame,Wood,Exterior R=13.0,2257.0 ft2 _ b. Electric Resistance Cap:50.0 gallons _
d. N/A _ EF:0.91 _
e. N/A c. Conservation credits _
10. Ceiling types _ (HR-Heat recovery,Solar
a. Under Attic R=30.0, 1548.0 ft2 _ DHP-Dedicated heat pump)
b. Under Attic R=19.0,468.0 ft2 _ 15. HVAC credits MZ-C,MZ-H
c. N/A (CF-Ceiling fan,CV-Cross ventilation,
11. Ducts _ HF-Whole house fan,
a. Sup:Unc. Ret:Con. AH:Interior Sup.R=6.0, 150.0 ft2 _ PT-Programmable Thermostat,
b. 2 Others 250.0 ft MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.19 Total as-built points: 52026 PASS^ SS
Total base points: 52940 r/-1
I hereby certify that the plans and specifications covered Review of the plans and THES74),
by this calculation are in compliance with the Florida specifications covered by this do
Energy Code. calculation indicates compliance ,,,;''% =
with the Florida Energy Code.
PREPARED BY: Before construction is completed
DATE: 21 this building will be inspected for
I hereby certify that this building, as designed, is in compliance with Section 553.908 flo oy�`
Florida Statutes. °D we
compliance with the Florida Energy Code.
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE:
EnergyGauge®(Version: FLRCPB v3.30)
FORM 600A-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 1908 Creekside Ct,Atlantic Beach, FI, PERMIT#:
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
.18 3582.0 20.04 12921.0 Double, Clear S 14.0 8.0 22.0 35.87 0.46 361.1
Double,Clear S 2.0 8.0 17.0 35.87 0.86 522.0
Double,Clear N 2.0 15.0 44.0 19.20 0.99 834.7
Double,Clear N 2.0 15.0 11.0 19.20 0.99 208.7
Double, Clear W 2.0 15.0 44.0 38.52 0.99 1673.9
Double,Clear S 14.0 9.0 45.0 35.87 0.47 757.8
Double, Clear S 14.0 9.0 26.0 35.87 0.47 437.9
Double, Clear S 2.0 22.0 17.0 35.87 0.99 604.6
Double,Clear S 7.7 9.0 30.0 35.87 0.54 582.4
Double,Clear S 7.7 9.0 26.0 35.87 0.54 504.7
Double,Clear SE 11.5 9.0 23.0 42.75 0.45 444.1
Double, Clear E 10.0 9.0 23.0 42.06 0.49 474.1
Double, Clear E 10.0 9.0 45.0 42.06 0.49 927.6
Double,Clear N 2.0 9.0 48.0 19.20 0.95 876.8
Double,Clear N 2.0 4.0 6.0 19.20 0.83 95.8
Double,Clear N 2.0 9.0 22.0 19.20 0.95 401.9
Double,Clear W 2.0 9.0 18.0 38.52 0.93 647.1
Double,Clear W 2.0 9.0 56.0 38.52 0.93 2013.3
Double,Clear S 2.0 4.0 45.0 35.87 0.66 1064.9
Double,Clear S 2.0 11.0 17.0 35.87 0.93 566.7
Double,Clear E 2.0 6.0 31.0 42.06 0.85 1105.8
Double,Clear E 10.0 8.0 16.0 42.06 0.46 311.7
Double,Clear N 2.0 5.0 54.0 19.20 0.87 903.0
As-Built Total: 686.0 16320.7
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Adjacent 200.0 0.70 140.0 Concrete, Int Insul, Exterior 7.0 585.0 0.70 409.5
Exterior 2842.0 1.70 4831.4 Frame,Wood,Adjacent 13.0 200.0 0.60 120.0
Frame,Wood, Exterior 13.0 2257.0 1.50 3385.5
Base Total: 3042.0 4971.4 As-Built Total: 3042.0 3915.0
DOOR TYPES Area X BSPM = Points Type Area X SPM = Points
Adjacent 19.0 2.40 45.6 Exterior Wood 102.0 6.10 622.2
Exterior 102.0 6.10 622.2 Adjacent Wood 19.0 2.40 45.6
Base Total: 121.0 667.8 As-Built Total: 121.0 667.8
EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 1908 Creekside Ct, Atlantic Beach, Fl, PERMIT#:
BASE AS-BUILT
CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points
Under Attic 1548.0 1.73 2678.0 Under Attic 30.0 1548.0 1.73 X 1.00 2678.0
Under Attic 19.0 468.0 2.34 X 1.00 1095.1
Base Total: 1548.0 2678.0 As-Built Total: 2016.0 3773.2
FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Slab 135.0(p) -37.0 -4995.0 Raised Wood,Stem Wall 19.0 139.0 -1.50 -208.5
Raised 557.0 -3.99 -2222.4 Raised Wood,Adjacent 19.0 418.0 0.40 167.2
Slab-On-Grade Edge Insulation 0.0 135.0(p -41.20 -5562.0
Base Total: -7217.4 As-Built Total: 692.0 -5603.3
INFILTRATION Area X BSPM = Points Area X SPM = Points
3582.0 10.21 36572.2 3582.0 10.21 36572.2
Summer Base Points: 50593.0 Summer As-Built Points: 55645.6
Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
(DM x DSM x AHU)
55645.6 0.214 (1.000 x 1.147 x 0.95) 0.310 0.950 3794.8
55645.6 0.500 (1.081 x 1.147 x 0.86) 0.310 0.950 8854.5
55645.6 0.286 (1.090 x 1.147 x 0.86) 0.310 0.950 5059.7
50593.0 0.4266 21583.0 55645.6 1.00 1.080 0.310 0.950 17709.0
EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30