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Permit 810 Paradise Lane (vault) FROM :CLARSON & ASSOC IATES FAX N0. : 904 396 2633 Jar ,. 11 2005 02: 52PM P3 MAP SHOWING PLOT PLAN OF LOT 47 AS SHOWN ON MAP OF PARADISE PRESERVE A3 RECORDED IN FLAT DOoK 67, PACES 31 YNROUGH 31C OF 7HF CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC. BEARING REFERENCE; BEARING SHOWN ON RIGHT —OF —WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. de r" LEGEND: fib V 0 ,' 0 OAK G ttuAN . 0 Thin am W � \ s ��� s A ti � TRACT "E" SWEET GUM GT . S l 0 v G ,'� .� P Q d 9 • �a ° �- � '' N88'36'50"E mAPLE ��, 9 V ' .."17. 34.26' * HAckar; tv ' r C? G p 0 = , (y7 e WHILE. �,. OR \, :' ,- ..:_...•• ++� B. R.L k q-y � YI1LD CHERRY ti =• - TTdFLE IMYRILE = i ' ... c: ft; . in o a n c m b'JU pwG ItesmrcnoN uNE _ CONC •• CONCRETE �4� 5 :: !•' ;- -44, • , .?i .ONf+ :. • VP ,.DRIVE I PT g; 1 . o : _ r ND /I✓!P c Y /OUS AREA 2B /CA Fr ' ` 20.3 (9) o ' 130' �' b .4'7° 1 PORCH ill D • itt v d N i • CONC S LABS 0 'V I rn "ABACO KEY al • x 0 64 'a _ SO' GARAGE RIGHT O E .r.CL..— 12.5' ` v Sri r` ni C ) c� o 1z.T I r 7s 1 Co _4. ....4 o LANAI f 5,0' f 0:1 • I Amt MAC A- •b PAT IO Y 0 sruam m v � T20' -+ • �>�-- posis ~`�. \2 �f 2 VO00 POST ; `� 13.0•._._.. ra- 10 0,C. v 0 "-S'°" LOT 47 .z w rFles MADE V 1i ° 1Fd ��n r y 1. r 0 (23 ") i 0 ar o� o s b/1Q5 /ON 5F D ! Ni r+' i a mice OU �( (: o nlri.o c $IG F` ( s • ) n � o. pwetLetoo " 10 �B,R .L. !� *(4 rrt 14 ") iv 7t. 4 -. c,) R. tua PLACE NT- F ABPo C YAl'PR1nL ON SS9 •36'50" � 65.00' � , A' FLAP CF (� LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 1 /12/2005 Re: LotglParadise Preserve, Jax. Beach, FI. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets #S -1 through #S-4 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that I have no knowledge of any subsurface soil condition report ; thus, all footings were designed assuming an allowable soil bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report that will affect the above mentioned assumption, then I shall be notified and possible footing design revisions may need to be implemented prior to commencing with footings work. Please let me know, if further help is needed. Since Louis J. Gabriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR LOT47PARADISE PRESERVE, JACKSONVILLE BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE:. A N U A R 7 12. , 2005 1 /12./o5 Sheet Date 1 f ii /oc. t L G' c� 6 E of x �. LO t 1 17 teo r �' p rese ve - 136 e u b Yes 1 clam c e.. inc.. s ts Co l ttl r 5trcttre4 L o ttri 64 a.vo F 4 W a,t t s\, :- . . . . F o r ;_ • ° IN'l -6- pieduserve :— C w F raw, i.-n (s ee J4 Na o o P- Ty ssc s ,t clo o r 1r� slzf ,-- �+ 'ca.w; 5 i Psoi tt. vJcaf ; S 5ch G ini Q cilrtec cQrci.W► %Ad o Yot to S±ew,n ...4 -- A/2 A ` 6 boas (rz 41$.: o = c -' Pevietrw+ v a t . - t a - c C u)cYe.t tier - 61 1: & — w va Ye-4 to ri erit: — F 5 at-- .coe-.ie # ' Roc ;n to — 1 . } • ooF wA s he 4 * L. gds . c ,Jlet w ∎t� �6.:,,.Ps' t � \,. . \ I 11 .0.C• all p4tuL -4 /dew .V ►t 7 4• �\ l1 I _t_ f ... 5 Liffol tom. unless v*otEJ 0 ►e ;Ee �oG u l,� 26 l i.s ‘, Qr Q cep, (T-r1c : Mop e 4 poftus 4 ov - 2240 ® pt � To_W ,tvvvA4. o... ..-.: et :- too. PE _ DATE: Sheet Z. of 1 It 1 L_GA6(eL p•�� w t-- pctfoxie. preser 1 B) W IA4 speed : tjo M f ( 3 sec (busty Strut t- L ) 6 a' IS VI : ZS �, e ft � . C p pswfe; N O> Th• Factor, 1 : 1.O wuttoole, s r i 0 Ne) • t f d t s t . ,t' -vx teof io� 1^ S a t rt ` f,s N� 6) et, to �Q 6 cf:A rig ta . W)t tU�r�An t coat �C�4��ew► err- Q ietut 1/I6 , P Fetive4iito YAAA'" d° t e- 5110 wn 6 eiL , `fit s / P -_ Wlfdt)- BORNE D Pp�; e � SCHEDULE FOR WOOD MUCWHAL PAM .% FASTENER FASTENER SPACING (1n.) TYPE Panel Span 5 2 tt 2 ft < Panel Span 4 ft < Panel Span 6 ft < Panel Span. <4ft <6R <aft 2 1/2 #6 wood Screw 16 16 12 9 2 1/2 #8 Wood Screws 16 16 16 12 Double- Headed Nails 12 6 4 3 Sl: 1 inch = 25.4 mm 1 foot =305 mm Notes: 1. This table is based on a maximum wind speed of 130 mph (58 mis) and mean roof height of 33 feet (10 m) or less. 2. Fasteners shall be installed at opposing ends of the wood structural panel. 3. Where screws are attached to masonry or gpsoory/staeco, they shall be attached using vibration - resistant anchors having a minimum withdrawal capaa icy of 4901b (21801r11). 4. Nails shall be 10d common or 12d tgox double- headed Dais. tat op 0s c stY t - ""e- 4444 &a p op( d'► oPw, rate- c, i' / Pa) ryv*. %quit Ot goof sGc•i (Co inrhb t . ch. 65.4 psi Au/ow. 134 w 111.4faa4 For % ct W +vim N•-:P: space. of 6 o- c. & p ju - 82 /hi (65.1-0(2.)(0.6)=. (o5.4 U» ANA vtt Ft per Fr cart Nt4,4, v)(4.4 s ti s truutwe ?(4)L _ - (6°C ) ( a^' V ")(At o wow= - t e »iJ Pooh) « Leei* Le-1 EIN (4 -> 30 _ CCU gm; ELF & pL �L is . 04.1 t\ ° G tt t� �1 DATE: Sheet of I/12/ ` . C f�•E • - -.-� P _(2,240/2— ) (10(M; 8t *k)) / ( — 2 ct o f11 t Stfadept s 5 1 ti • 'S'"1110 .; u,., 3 2 0- ( e- Y f Nv 412)in t v 0.0 /7,44 r 3 8Z P F N 14 1/ kok c}—)► o -G - mo) rove 2. 0.04) 01 /5 ,532pep �. Z? + o Qt d • k,. C /t gioac 1J (U'ts tc'€ R cn C Y'ci 1 _ w/ 45 Rik V A, 6)o "O- (om.) 1 tre4446 (o 31) (20,600 ( 1.33) /5 1 4 0 19 PieP - 1U /A C ) Frog c . ' : - f l l uU • Teti (3'n ' /z # A 36 ►5o tt:.= O •S AP F ;,,,, 7 4 pr . esSe� 0 -zAI � of er Hwy 0~4 ��rvt 1500 psi F = 36000 ps ; = -2 ; AP_ r2b lltr-) J;,,Y, _ 2190 lbs Ib s E--- cam-► 4X 11$ tkkk roes step A36 wash - rs... artrc _Fbe,at . = 27..ks; -fib 1. (L.,00,4).-:-._ 0 a ..-- F6-_-(- 1 .4qQ)/(�'cz�.Z cn)ciigl- ta.5�)). = 545 Ps; _ C9 oo 11.33) = 532 o p Li w_ 595' Psi -lL �x •L Mu rwt = (o -5 0 .-.5)(2/5)(54M0 /4)= 406- 4.:.=5Fb = m/ =`4o lo /5299L(270oo)(l33) 1LT 5)�ta flnoQ T es1sivvt 0 v1 / cAur Qolts ;— 5 w 4 livw a tote T «vim cry '/Z c A31, , 6 c.n.4 c uk c v.4, _> F = l+10 16f (Sce above) auwA.a1. e S'etea,r L �. , � �/ /-13 G ho 11.s .- 350 `� Fm Ab 1-e s or o -lZ R6 F l+lio,J'1bLe Shea -r= 3 = 1157 Nos o r Co -t2�fo -7.)c 36,000) ; •8'69 Ib DATE: Sheet I-I of 1(1Z/ L. Gol.fiet, e-e. Lo147 f seyve_ IM,oLit cti 0 x x tto cryt,1/4 €,L.4 . Fvy■-:,:i 60 ps; , r -:- 60,000 Ni / F'vvi A. Cr , 0 P-- I 2: -::: I I i l t -- V6.61 ---- ( 3 5)(tie),-.1&(9 lb. \iAifi (W) )(43.1)::- 22.3'1 112J)P-b. N/A Le A. ni,... for 5 litiv t...1.e t - retiskr, fp s L/R-tip, /A)) _—:--- C 0•T: .1.---(7-- ) /( ;Oa) e ) Cth° 1 I colets t;uALki t f-o-.t: 4-0i tA°a ' p:ci - FrT . 5 5' psi • 1 4 tv.c.le---w-si \141-- ( L33 )( 55)(1E) (fl ::: 878E Its ... (7) / (2 mu) ,..., . , '.) 51/lei:yr tA)01Q5 cupd , (■1 - ,e,f l 'ArtN, - bo be- us J 4) - INA 1k) ? ag haa t YtttO1 e & t 114i tt- (( o p eA41 ) afro__ ryiot p fo teeta - ki. LA/4 boTyte._ 01.06 f-e-6t0")) k. A 5C, E 7- : E6C-ciF)- (GCN)IJ 061:5,40 ( 0. 65)Co . -- 7 3) Oen (v) o.00l5c1V L GC P, -.: : 1 7 0 * 65 G e,pF 1.11 co4t) ( G-c.pc. -: 0.1 CRoor) 4 7.(C1 693S.L.I r • • ASCE 7 -98 • Main Wind Force Resisting System Figure 6 -4 External Pressure Coefficients, GC, f h 5 60 ft. Enclosed, Partially Enclosed Buildings Walls & Gable Roof J• • r ® O O f Q O 3E �o 4E ` 3£ ` p %� // % % % ZE 6E ' l CASE A 0 4 `� a P7 gra g y CASE B '� ,. . , � a }' WIND DIRECTION WIND DIRECTION � t RANGE RANGE z ^' ` k CASE A I ' r 4 Roof t;'�sx . Angle 0 Building Surface t � � � �'� ���at (degrees) 1 2 3E 4E 4 lE 2E IV 0 -5 0.40 -0.69 -0.37 -0.29 0.61 -1.07 -0.53 ti � "t. , 'ti ,0 20 0.53 -0.69 -0.48 -0.43 0.80 -1.07 -0.64 r h k ¢ : 30 -45 056 021 .. -0.43 -0.37 0.69 0 27 -0. -0.64 r , 3, { ,t7 0.53 0.48 t r r 90 0.56 0.56 -0.37 -0.37 0.69 0.69 f K f, .{ = 0.48 0.48 CASE B r . :' Roof Angle 0 Building Surface w "s (degrees) �, ? ,F 1 2 3 4 5 6 lE 2E 3E 4E 5E 6E " } 0 -90 0.45 0.69 0.37 0.45 0.40 0.29 0.48 1.07 0.53 0.48 0.61 0.43 i., - ' Notes: : � 1. Case A and Case B are required as two separate loading conditions to generate the wind actions, a , !-':.':;.• including torsion, to be resisted by the main wind -force resisting system. 2. To obtain the critical wind actions, the building shall be rotated in 90° degree increments so that 1 f � s `�' each comer in. turn becomes the windward corner while the loading patterns in the sketches remain C 1 fixed. For the design of structural systems providing lateral resistance in the direction parallel to the s, ridge line, Case A shall be based on 0 = 0 °. 3. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. u r % 4. For Case A loading the following restrictions apply: a. The roof pressure coefficient GC,f, when negative in Zone 2, shall be applied in Zone 2 for a distance from the edge of roof equal to 0.5 times the horizontal dimensions of the building measured perpendicular to the eave line or 2.5h, whichever is less; the remainder of Zone 2 extending to the ridge line shall use the pressure coefficient GC for Zone 3. '. b. Except for moment - resisting frames, the total horizontal shear s not be less than that determined by neglecting wind forces on roof surfaces. 5. Combinations of external and internal pressures (see Table 6 -7) shall be evaluated as required to obtain the most severe loadings. 6. For values of 0 other than those shown, linear interpolation is permitted. 7. Notation: a: '40 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (1 m). h: Mean roof height, in feet (meters), except that eave height shall be used for 0 5 10 °. e: Angle of plane of roof from horizontal, in degrees. 43 yz L .. , . 3 0 1 1 ,........„ ..i.---- L...._ ...... ..... _ . . 1 f 0 il i _ .....i.. L . - 0 n D AIM= 1111•11111E AMIN MEMEL RIDC .., 11111111°1°111111111r1 •., (1) I i=r RIDGE = I • • ____SLOPE -rt. f _sr i p l __E 8:12 / N9 • ■ t===1 . 1 . • is .1 li maw • / E SLOPE k I 1 1 ( 8:12 g L______ p It ....... , • . . . • . • • i t 1 • 4 • . 1 l ill 1 , 11 r im N Roof Plan ■44... WIEE ROOF SCALE: 1/4"4'-0" a.— N O N 0 Z 1- N O O F_111111 V J 3 M M I -- I ! iiI <C 1 0 1 o f 0 --. op 1 o q o W t v s (n I • 3- T ✓ M - M c c S c L.v -t L i a T F t Zp�J .► z a3w = 3 Q Q: ea 5 r3 Zo :(:)<F N CO i a0Zvk v ..) ki c.1 rt.) g kn A SS. Y) c cL W H y U 6 a u) 6 o 3z a 0 °mZ2� • r Z8 N 0 n n FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Budding Performance Method A [ Name: Bestcon Homes Abaco Key Lt 47 Paradise Preseftilder. Bestcon Homes ' Address: Lt 47 Paradise Preserve Permitting Office: Atlantic Beach City, State: Atlantic Beach, Fl Permit Number: Owner: Blocker 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: 48.0 kBtu/hr _ 3. Number of units, if multi- family 1 __ SEER: 12.00 _ 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? Yes _ - 6. Conditioned floor area (ft 1969 ft c. N/A _ 7. Glass area & type Single Pane Double Pane _ _ a. Clear glass, default U- factor 2 _ 13. Heating s g 0.0 248.0 g stems y b. Default tint 0.0 ft 0.0 ft _ a. Electric Heat Pump Cap: 48.0 kBtu/hr c. Labeled U or SHGC 0.0 ft 0.0 ft HSPF: 7.10 8. Floor types _ b. N/A a. Raised Wood, Adjacent g,,• ‘ 3 .. 3 112 b. Slab -On -Grade Edge Insulation R =0.0, 177.0(p) ft _ c. N/A c. N/A 9. Wall types _ 14. Hot water systems a. Frame, Wood, Exterior R =11.0, 1572.0 ft2 _ a. Electric Resistance Cap: 50.0 gallons _ b. Frame, Wood, Adjacent R =1 1.0, 233.0 ft _ EF: 0.91 _ c. N/A b. N/A d. N/A _ - e. N/A c. Conservation credits 10. Ceiling types _ (HR -Heat recovery, Solar a. Under Attic R =30.0, 1629.0 ft _ I DHP- Dedicated heat pump) b. Under Attic R =19.0, 462.0 ft - 15. HVAC credits _ c. N/A (CF- Ceiling fan, CV -Cross ventilation, 11. Ducts HF -Whole house fan, - a. Sup: Unc. Ret: Con. AH(Sealed):Garage Sup. R =6.0, 175.0 ft PT- Programmable Thermostat, b. N/A v MZ -C- Multizone cooling, MZ -II- Multizone heating) -.1 r i points: PASS Glass /Floor Area: 0.13 Total as -bunt olnts: 28468 1 Total base points. 28829 I 1 hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this SHE s 04....•.... i� '''•. 4..... Energy Code. calculation indicates compliance : yw° ~;' ` °,:: �': �` I� with the Florida Energy Code. ii CA -� � ,�\ o'; PREPARED BY: '\2'41:23 ith F � �� , � / J �� Before construction is completed t a r c c =- =\- DATE: 12 1 -, 0 C 1 n a t his building will be inspected for :. * ._ " . ; , t I hereby certify that this building, as designed, is in compliance with Section 553.908 e .... ...' „,.. compliance with the Flori a nergy Co Florida Statutes. OWNEIiA ENT' BUILDING OFFICIAL: Z,_ . , DATE: I /a /15 �t DATE: (-3 (- 63 EnergyGauge® (Version: FLRCPB v3.30) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lt 47 Paradise Preserve, Atlantic Beach, FI, PERMIT #: I 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 1969.0 20.04 7102.6 Double, Clear W 10.0 8.0 17.0 38.52 0.48 313.0 Double, Clear W 7.0 8.0 36.0 38.52 0,56 777.1 Double, Clear E 8.0 8.0 54.0 42.06 0.52 1176.2 Double, Clear S 13.0 8.0 8.0 35.87 0.47 133.4 Double, Clear E 1.4 8.0 52.0 42.06 0.97 2111.8 Double, Clear N 1.4 15.0 6.0 19.20 0.99 114.6 Double, Clear W 1.4 8.0 30.0 38.52 0.97 1116.5 Double, Clear N 1.4 8.0 45.0 19.20 0.97 840.3 As -Built Total: 248.0 6582.8 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 233.0 0.70 163.1 Frame, Wood, Exterior 11.0 1572.0 1.70 2672.4 Exterior 1572.0 1.70 2672.4 Frame, Wood, Adjacent 11.0 233.0 0.70 163.1 Base Total: 1805.0 2835.5 As -Built Total: 1805.0 2835.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 25.0 6.10 152.5 Exterior 25.0 6.10 152.5 Adjacent Wood 19.0 2.40 45.6 Base Total: 44.0 198.1 As -Built Total: 44.0 198.1 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1629.0 1.73 2818.2 Under Attic 30.0 1629.0 1.73 X 1.00 2818.2 Under Attic 19.0 462.0 2.34 X 1.00 1081.1 Base Total: 1629.0 2818.2 As -Built Total: 2091.0 3899.3 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 177.0(p) -37.0 - 6549.0 Raised Wood, Adjacent 19.0 373.0 0.40 149.2 Raised 373.0 -3.99 - 1488.3 Slab -On -Grade Edge Insulation 0.0 177.0(p -41.20 - 7292.4 Base Total: - 8037.3 As -Built Total: 550.0 -7143.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1969.0 10.21 20103.5 1969.0 10.21 20103.5 EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 47 Paradise Preserve, Atlantic Beach, Fl, PERMIT #: BASE AS-BUILT 411111111•11Malamaximilmissa Summer Base Points: 25020.6 Summer As-Built Points: 26475.9 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) 26475.9 1.000 (1.081 x 1.147 x 0.95) 0.284 1.000 8869.9 25020.6 0.4266 10673.8 26475.9 1.00 1.178 0.284 1.000 8869.9 EnergyGauge TM DCA Form 600A-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lt 47 Paradise Preserve, Atlantic Beach, FI, PERMIT #: I I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Points .18 1969.0 12.74 4515.3 Double, Clear W 10.0 8.0 17.0 20.73 1.19 419.6 Double, Clear W 7.0 8.0 36.0 20.73 1.15 860.5 Double, Clear E 8.0 8.0 54.0 18.79 1.29 1304.7 Double, Clear S 13.0 8.0 8.0 13.30 3.37 358.5 Double, Clear E 1.4 8.0 52.0 18.79 1.02 993.9 Double, Clear N 1.4 15.0 6.0 24.58 1.00 147.4 Double, Clear W 1.4 8.0 30.0 20.73 1.01 627.4 Double, Clear N 1.4 8.0 45.0 24.58 1.00 1106.7 As -Built Total: 248.0 5818.8 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 233.0 3.60 838.8 Frame, Wood, Exterior 11.0 1572.0 3.70 5816.4 Exterior 1572.0 3.70 5816.4 Frame, Wood, Adjacent 11.0 233.0 3.60 838.8 Base Total: 1805.0 6655.2 As -Built Total: 1805.0 6655.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 25.0 12.30 307.5 Exterior 25.0 12.30 307.5 Adjacent Wood 19.0 11.50 218.5 Base Total: 44.0 526.0 As -Built Total: 44.0 526.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1629.0 2.05 3339.4 Under Attic 30.0 1629.0 2.05 X 1.00 3339.4 Under Attic 19.0 462.0 2.70 X 1.00 1247.4 BaseT_otal: 1629.0 3339.4 As -Built Total: 2091.0 4586.9 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 177.0(p) 8.9 1575.3 Raised Wood, Adjacent 19.0 373.0 2.20 820.6 Raised 373.0 0.96 358.1 Slab -On -Grade Edge Insulation 0.0 177.0(p 18.80 3327.6 Base Total: 1933.4 As -Built Total: 550.0 4148.2 INFILTRATION Area X BWPM = Points Area X WPM = Points 1969.0 -0.59 - 1161.7 1969.0 -0.59 -1161.7 EnergyGauge® DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCPB v3.30 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details 1 ADDRESS: Lt 47 Paradise Preserve, Atlantic Beach, Fl, PERMIT #: BASE AS-BUILT Winter Base Points: 15807.6 Winter As-Built Points: 20573.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Point§ (DM x DSM x AHU) 20573.3 1.000 (1.060 x 1.169 x 0.95) 0.480 1.000 11631.7 15807.6 0.6274 9917.7 20573.3 1.00 1.177 0.480 1.000 11631.7 Energy Gauge TM DCA Form 600A-2001 EnergyGauge®/FlaRES2001 FLRCPB v3.30 - FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: Lt 47 Paradise Preserve, Atlantic Beach, FI, PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.91 3 1.00 2655.47 1.00 7966.4 As -Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 10674 9918 8238 28829 8870 11632 7966 28468 PASS .., ......... . .. , .. . 01. - ST ; '... . .r�066 WE' N.yt EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 - FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lt 47 Paradise Preserve, Atlantic Beach, FI, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE — HECK Exterior Windows & Doors __. 606 1 ABC 1 1 Maximum .3 cfm /sq.ft. window area 5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends ' from, and is sealed to, the foundation to the tom plate. __ Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed Ito the perimeter, penetrations and seams, Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; i attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. _Multi story Houses 606 1 ^ ABC 12 Air barrier on perimeter of floor cavity floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. __ 6A -22 OTHER PRESCRIPTIVE MEASURES _ (must be met or exceeded by all residences.) COMPONENTS SECTION __- _ - - -_ -_ CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit `I.. breaker (electric) or cutoff (gas) must be provided External or built -in heat trap required, Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal 1 efficiency of 78 %. Shower heads 612,1 Water flow must be restricted to no more than 2_5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. Controls 607.1 Separate readily accessible manual or automatic thermostat for each system_ Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGaugeTM DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.3 The higher the score, the more efficient the home. Blocker, Lt 47 Paradise Preserve, Atlantic Beach, FI, 1. New constriction or existing New - 12. Cooling systems 2. Single family or multi- family Single family - a. Central Unit Cap: 48.0 kBtu/hr - 3. Number of units, if multi - family 1 _ SEER: 12.00 - 4. Number of Bedrooms 3 - b. N/A 5. Is this a worst case? Yes __ 6. Conditioned floor area (ft') 1969 ft' c. N/A - 7. Glass area & type Single Pane Double Pane -. a. Clear - single pane 0.0 ft 248.0 ft - 13. Heating systems b. Clear - double pane 0.0 ft 0.0 ft' _ a. Electric Heat Pump Cap: 48.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' 0.0 ft' _ HSPF: 7.10 d. Tint/other SHGC - double pane b. N/A _ 8. Floor types - - a. Raised Wood, Adjacent R =19.0, 373.00 c. N/A - b. Slab -On -Grade Edge Insulation R =0.0, 177.0(p) ft c. N/A 14. Hot water systems 9. Wall types __ a. Electric Resistance Cap: 50.0 gallons - a. Frame, Wood, Exterior R= 11.0, 1572.0 ft - EF: 0.91 - b. Frame, Wood, Adjacent R=11.0, 233.0 ft - b. N/A - c. N/A - - d. N/A _ c. Conservation credits - e. N/A (HR -Heat recovery, Solar 10. Ceiling types - DHP- Dedicated heat pump) a. Under Attic R =30.0, 1629.0 ft - 15. HVAC credits - b. Under Attic R =19.0, 462.0 11 - (CF- Ceiling fan, CV-Cross ventilation, c. NIA HE-Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH(Sealed):Garage Sup. R =6.0, 175.0 ft - MZ-C-Multizone cooling, b. N/A MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) _.: 04/Y1E sT,g in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code ••mp 'ant res. fea 471";„„/.:,,". a � ' � ' Builder Signature: Date: /RP / !' ' C Mir r, Address of New Home: S to Paradise. Lan City/FL Zip: Ll,%ii / r g Ga D 33x3.3 *NOTE: The home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStar your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321 /638 -1492 or see the Energy Gauge web site at www... fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPB v3.30) RIGHT -J BUILDING ANALYSIS REPORT Entire House Energy Design Systems 1065 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904 - 287 -5339 Fax: 904- 287 -1258 Email: energydesign @comcast.net Pro "ect Information For: Abaco Key Atlantic Beach, FI Desi • n Information Htg Clg Infiltration Outside db ( °F) 39 92 Method Simplified Inside db (°F) 72 72 Construction quality Average Design TD ( °F) 33 20 Fireplaces 0 Daily range - L inside humidity (° /D) - 50 Moisture difference (gr /Ib) - 65 Heatin • Ducts Walls Component Btuh /ft Btuh % of load Walls 3.0 5361 17.2 Infiltration Windows 23.9 5933 19.1 in °w5__ Doors 15.2 668 2.1 _____ _______ Ceilings 1.2 2582 8.3 Floors 10.8 6524 20.9 Doors Infiltration 29.4 8594 27.6 ceilin , Floors Ducts 1483 4.8 Total 31145 100.0 Coolin • Component Btuh /ft Btuh % of Toad Walla Walls 2.5 4484 13.7 ' Internal Gains Windows 35.5 8798 26.8 Doors 12.7 559 1.7 Ceilings 1.8 3756 11.5 N6ndnws_ As Floors 0.0 0 0.0 Infiltration 8.9 2604 7.9 'D Ducts 2980 9.1 Internal gains 9600 29.3 O ther Infiltration Ceilings Total 32781 100.0 Cooling at 84 % SHR = 3.2 ton Cooling air flow = 496 cfm /ton Cooling at 70 % SHR = 3.8 ton Cooling at 400 cfm /ton = 3.9 ton Overall U -Value = 0.135 Btuh /ft - °F Data entries checked. ►. wrightsoft Right -Suite Residentia?TM 5.0.66 R3R29784 2004- Dec -08 21:24:11 A C: \Documents and Settings \customer \My Documents \Wrightsoft \Bestcon Homes Abaco Key 47 Paradise Pres Page 1 O. RIGHT -J LOAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems 1065 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904 - 287 -5339 Fax: 904 - 287 -1258 Email: energydesign@comcast.net i Pro'ect Information For: Abaco Key Atlantic Beach, FI Notes: Desi • n Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 72 °F Inside db 72 °F Design TD 33 °F Design TD 20 °F Daily range L Relative humidity 50 % Moisture difference 65 gr /Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 31145 Btuh Structure 32781 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air Toss 0 Btuh Design temperature swing 3.0 °F Design heat load 31145 Btuh Use mfg. data n Rate /swing multiplier 0.97 Infiltration Total lens. equip. load 31797 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 920 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 5194 Btuh Area (ft 1969 1969 Total latent equip. load 6114 Btuh Volume (ft 17721 17721 Air changes /hour 0.80 0.40 Total equipment load 37911 Btuh Equiv. AVF (cfm) 237 118 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47 °F Latent cooling 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 1568 cfm Actual cooling fan 1568 cfm Heating air flow factor 0.050 cfm /Btuh Cooling air flow factor 0.048 cfm /Btuh Space thermostat Load sensible heat ratio 84 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. „wrnghtsoft Right -Suite Residential r" 5,0.66 RSR29784 2004- Dec -08 21:24:12 ACCA C: \Documents and Settings 1customer \My Documents \Wrightsoft\Bestcon Homes Abaco Key 47 Paradise Pres Page 1 Lot 47 Pardise Preserve DATE: 1 /14/20 /locker BUILDER: BEST ADDRESS: iON� C�N CONSTRUCTION Pren rve S PECIFICA TIONS 810 Paradis FL 32233 or None Beach, Not APPlicable — "NIA Atlantic Choice, thos either " In Allowance " .,Owner Slump: NA a not aPPIY Mark Number: NIA M Items m Y 1. FOUNDAT PSI: NA Keyway: NIA Concrete Mix or .P Reinforcing: NIA FOOTING" NIA Spacing: NIA Depth: Slump: NIA Width: NIA Number: NIA Dowels: NIA Spacing: NIA ix or PSI: NIA Keywa NIA FROST FOOTING-Concrete M Reinforcing: NIA Spacing: NIA Depth: NIA If Concrete Block -S1ze: NIA I Width: NIA D NIA Slump: NIA Spacing: NIA FOUNDATION WALL - Material: NIA I �x or PSI: NIA Reinforcing: NIA Concrete M Beam Pocket Size: NIA NIA SIumP: NIA Width: NIA i Spacing: NIA NIA Number: NIA PSI: NIA Spacing: NIA Concrete Mix or P Spacing: NIA PIERS-Concrete NIA Number: NIA — Diameter NIA D Reinforcing: NIA :NIA NIA F PILINGS-Material: NIA Depth Slump: NIA Spacing: NIA T Size: NIA PAD-Concrete Mix or PSI: NIA Depth. NIA NIA Spacing: NIA IF f FIREPLA NIA Number: NIA FOl Width: NIA Length: Size: NIA EXP Reinforcing: NIA Size: NIA CON FOUNDATION WINDOWS: NIAIA Vents: NIA FOUNDATION DOORS 3. FRAi CRAWL SPACE-Ground Cover: NIA Drain: NIA Material over Tile: N/A Framinl Framing Access: NIA V Barrier: NIA joists; he DRAIN TILE- NIA NIA R Value: NIA treads ar WATERPROO columns : FOUNDATION WA decorative Termite Protection: NIA furring blc Foundation Insulation: NIA Spacing: NIA kitchen an, Size: NIA Found. BoltlSize: NIA stairjacks, Size: NIA GIRDERS- Material: NIA __ COLUMNS-Material: NIA — 8400 Marsh Landing Blvd. Ste 6 � \,, Ponte Bead, FL 32082 eccTC0N. INC. qn4 246-374 3747 • FaX 904 246-7126 Owner: Blocker Lot 47 Pardise Preserve Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16" O.S.B Size: 4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Cedar Impressions (front) & Mainstreet Size: Varies (Sides & Rear) Roof Sheathing Material: O.S.B. Size: 7/16" x 4 x 8 Flitch Plate Material /Size: N/A Bolts: N/A Nails- Framing Members: Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade & Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill /Rim Joist N/A N/A N/A N/A 1st Floor -Floor Joists N/A N/A N/A N/A 2nd Floor -Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters /Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce /Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce /Fir /Steel 2x4/2x6 24" N/A Top & Bottom Plates #2 or Better Spruce /Fir 2x4/2x6 N/A N/A Headers, Windows & Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing /Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC -022365 Ponte Vedra Beach, FL 32082 Page 3 904 246 -3747 • Fax 904 246 -7126 Lot 47 Pardise Preserve Owner: Blocker Exterior Trim Material /Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3 -1/2" vinyl decorative trim Door Trim 3-1/2" vinyl decorative trim ' Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl Gable Vents: None 4. WINDOWS: Manufacturer /Style: KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness /Size: Spacing: Nails: 1 -1/4" galvanized Felt: 15# Size/Weight: 36" x 15# Nails: 1 -1/4" galvanized Roof Edging: 6" pre - painted galvanized steel Step Shingle Flashing: 5" x 5" galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26# x 18" galvanized Roof FansNents: 6' steel off -ridge BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 4 904 246 -3747 • Fax 904 246 -7126 Lot 47 Pardise Preserve Owner: Blocker 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A 2nd Floor N/A Attic Stairs 22" x 54" x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand /Model /Material Size Thickness Hardware Front Generic 6 -Panel Metal 3' -0" 1 -3/4 Stanley Rear /Garage Generic 6 -Panel Metal 2'8" 1 -3/4" Stanley Sliding /Patio KINCO M50 6' -0" 5/8" insulated Garage ROLL -LITE Model 110 16'x7' 2 -1/2" ROLL -LITE Other: BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 5 904 246 -3747 • Fax 904 246 -7126 Lot 47 Pardise Preserve Owner: Blocker 8. INSULATION: Location Material Thickness R -Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3 -1'2" 11 Tyvek -1650 Ceiling Fiberglass Batt/Blow 9- 1/4 "/13" 30 Kraft -1700 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer 8,/or Material Style Size Doors Generic Hardboard 6 -Panel Varies Casing Generic Finger - jointed white pine WMP -256 2 -1/4" Base Generic Masonite WMP -623 3 -1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger - jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET - Antique Brass Dorian Varies Door Stops Generic - Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A • BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC -022365 Ponte Vedra Beach, FL 32082 Page 6 904 246 -3747 • Fax 904 246 -7126 Owner: Blocker Lot 47 Pardise Preserve 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL /PLASTER Thickness Method of No. of Coats Room Material Installation Walls Ceilings ,� Nailed, Screwed and 3 ALL WALLS Sheetrock Glued ALL CEILINGS Sheetrock w/ Popcorn or � " Ceiling Nailed 3 Knockdown Texture • Finish - Walls: Smooth Finish - Ceilings: Popcorn or Knockdown Texture Other: 1 /2" water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material /Style or Over " " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 7 904 246 -3747 • Fax 904 246 -7126 Lot 47 Pardise Preserve Owner: Blocker 11. CABINETS, VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE &/OR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Guest Bath Bath #1 Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Bath #2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style /Number: N/A I Bond /Pattern: N/A Mortar Color: N/A I Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style /Number: N/A Bond /Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile & Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color /Painted: Per Color Sheet Metal Lath: w /felt Other: Stucco at foundation only • BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 8 904 246 -3747 • Fax 904 246 -7126 Lot 47 Psrdise Preserve ve an SEER of 10.00 or above and heating aG o �, above. Heat pumps shalt ha 'c conditioning units shall have an S `oG gc ave :n 6$UE EER of 10.00 or above OC �EgcfCees share {ac tor Of "as Fur °rc seas°r P cic \e c e• Ne: ,66, 5\2 H A30 -05 0 Cype °� :raName' ode\, 5`Ze. odel, Size: JANITROL C/U CPKE30 -1 A N\eatcr9 0c d e, M d � NIA �taR` r ar 8 N t�r0rar or d�cor e< Mc ea I Per G a,�e, Neat pu ° Goy \, s e . SE es) installed in the supply du to control air flow. Oca: e gyp w :p most,c ::, Mak a:er\ :\• Fib 'Cher OUCt�oc\cM ecs g °pp \y i\\ be N � damp _d�c , \r \y F\eX -6 \nsU \area Stipp o <k Mater Duc ty� Retucr M d returns' F\eX d \rsu \a f Supply's NlltYlb @t of R @tlJ1' Pea /A n Air locker Lot 47 Pardise Preserve HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump /Air Conditioner Brand Name, Model, Size: JANITROL C/U CPKE30 -1A A/H A30 -05 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R -6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex -duct R -6 Return Air Ductwork Material: Fiberglass R -6 Insulated returns: Flex -duct R -6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, & Number: CODY One -way throw -11 Grilles Brand Name, Style, & Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, & Model: N/A Electronic Air Cleaner Brand Name, & Model: N/A Baseboard Heat Brand Name, Model & Numbers: N/A Stove Vent: N/A Dryer Vent: 4" metal Bath Vents: 3" diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC- 022365 Ponte Vedra Beach, FL 32082 Page 9 904 246 -3747 • Fax 904 246 -7126 Blocker Lot 47 Pardise Preserve l 74. PLUMBING: -- Waste Disposal - Public: City of Jacksonville Beach Private: N/A Disposal Field: N/A Water Supply - Public: City of Jacksonville Beach Private: N/A Pressure Reducing Valve -Make & Model: N/A Gas Supply - Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue %" House to Water Heater CPVC SCD40 Glue House to Bathrooms CPVC SCD40 Glue 3 /" TO 1 /2" House to Kitchen Sink CPVC SCD40 Glue 3 /" TO' /2" House to Refrigerator CPVC SCD40 Glue 3 /4" TO 1 /2" House to Dishwasher CPVC SCD40 Glue 3 /" TO 1 /2" House to Ice Maker N/A Other: BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 10 904 246 -3747 • Fax 904 246 -7126 Owner: Blocicer Lot 47 Pardise Preserve Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom - Fixtures Description -Brand Name, Model Number, etc. Master Bath Guest Bath . Bath #1 Bath #2 Water Closet STERLING STERLING Elongated Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet & Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet & Control DELTA D- 1 324LH P /H71 /A7 2WH Lavatory Faucet & Control DELTA D- DELTA D- 2521 LHP /H22/A2 2521 LHP /H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV -60 Location, Type & Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type & Number of Water Stops /Shutoffs: @ all lavatories, sinks, & toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 11 904 246 -3747 • Fax 904 246 -7126 Owner: Blocker Lot 47 Pardise Preserve Fixture Description -Brand Name, Model Number, etc. Size /Other Kitchen Sink Eljer C/I 33x22 4 hole 33" x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook -up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company- Overhead: N/A Underground: 150 amp Panel Box Manufacturer & Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name - Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 12 904 246 -3747 • Fax 904 246 -7126 Owner: Blocker Lot 47 Pardise Preserve 220 High Voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit Quantity Stove # 8 copper 50 amp Yes Oven # 8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond. /Heat Pump # 8 copper 40 amp Yes Baseboard Heat Recept. /Outlet -Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 13 904 246 -3747 • Fax 904 246 -7126 Owner: Stocker Lot 47 Pardise Preserve 1110 Voltage Wiring Detain: Location Breaker Wire Number & Type Number of Receptacles Size Size of Switches Lights Kitchen /Nook 20 amp #12 CU 4 4 15 Dining /Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 1 Bath #1 Bath #2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom #1 15 amp #14 CU 1 1 5 Bedroom #2 15 amp #14 CU 1 1 4 Bedroom #3 Closet #1 15 amp #14 CU 0 1 0 Closet #2 Closet #3 Closet #4 Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 14 904 246 -3747 • Fax 904 246 -7126 Owner: Blocker Lot 47 Pardise Preserve 110 Voltage Wiring Detail (continued): Location Breaker Wire Number & Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 CI 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan /Lights 15 amp #14 CU 1 . Garbage Disposal 20 amp #12/2 CU 1 Hood /Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre -wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 4 3 Weatherproof Recept.. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name & Model Number Wire Size Quantity Dining Room FURNISHED BY OWNER 1 Breakfast Nook Progress 4609 -30 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602 -11 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114 -15 4 Bedrooms Progress 4609 -30 4 Halls, Closet or Laundry Progress 3408 -30 2 Garage 4' 2 Tight wraparound 2 Kitchen 4' 2 light wraparound 1 Garage (front wall bracket) Progress 5846 -11 1 Front Porch (O /H) Progress 5805 -11 1 Kitchen Sink (O /H) Recess with open trim 2 BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC- 022365 Ponte Vedra Beach, FL 32082 Page 15 904 246 -3747 • Fax 904 246 -7126 Owner: Blocker Lot 47 Pardise Preserve 16. PAINTING: PAINT, EXTERIOR: COLORWHEEL CW #300 Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW #200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: COLORWHEEL CW #350 2 - coats Swiss Coffee L-4 Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks /Downspout Extensions: N/A Other: BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC -022365 Ponte Vedra Beach, FL 32082 Page 16 904 246 -3747 • Fax 904 246 -7126 Owner: Blocker Lot 47 Pardise Preserve 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB /SHOWER OTHER COUNTERTOP Kitchen /Nook VINYL Master Bath VINYL Owner's Choice To 7' -0" AFF Guest Bath Bath #1 VINYL Owner's Choice To 7' -0" AFF Bath #2 Foyer C /TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment 1 Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name & Model: Pre -wire ONLY Attic Fan Brand Name & Model: N/A Skylight Brand Name & Model: N/A Roof Ventilator Brand Name & Model: N/A Smoke Detectors Brand Name & Model: Firex 4418 w /battery backup Intercom Brand Name & Model: N/A Style & Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 3 Burglar Alarm Brand Name & Model: N/A Other: BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC- 022365 Ponte Vedra Beach, FL 32082 Page 17 904 246 -3747 • Fax 904 246 -7126 Owner: Blocker Lot 47 Pardise Preserve 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: 3,000 SF of Floritam St. Augustine Number and species of plants: 30 - 3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22. ALLOWANCES: ITEM Manufacturer and Model /Style INSTALLATION DATE (Tentative) Wallpaper, Materials, & Labor N/A N/A Floor Coverings - Carpet Portico - Monte Carlo, N/A Fascination or Illumination Floor Coverings - Vinyl Armstrong - Memories N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hood vent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee -Rowan & Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing & Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC- 022365 Ponte Vedra Beach, FL 32082 Page 18 904 246 -3747 • Fax 904 246 -7126 r PAGE 1 Date: 12/16/2004 MANNING BUILDING SUPPLY LOG #: D1240 !""' TRUSS DIVISION JOB #: JACKSONVILLE P Salesman: JOHN FERGUSON Pitch: 8 /12 Customer: BESTCON HOMES Job Name: *■ Address: 1484 LOURAL WAY Address: LOT 47 PARADISE PRESERVE ATLANTIC BEACH 32233 Designer: PS To Left 1 Right Qtyl Span I O.H. 1 O.H. 1 Description sr 1 20'1 "8 2' 0' Al 3 20'1 "8 2' 0' A2 1 8'11" 0' 0' A3 go 1 36'7" 2' 0' B1 5 36'7" 2' 0' B2 1 33'7" 2' 0' B3 " 2 33'7" 2' 0' B4 1 5'6" 2' 0' Cl 4 5'6" 2' 0' C2 so 6 3'4"8 2' 0' C3 1 3'5 "4 2' 0' C4 1 11'6" 2' 2' D1 Fa 1 11'6" 2' 2' D2 1 20'4" 2' 2' El 10 20'4" 2' 2' E2 1 20'4" 2' 0' E3 2 PLY 2 11'9 "10 0' 0' G1 6 11'9 '10 0' 0' G2 2 11'9 '10 0' 0' G3 r 2 11'9 "10 0' 0' G4 1 15'9" 2' 0' H1 11 15'9" 2' 0' H2 dew 1 40' 2' 0' H3 9 8'3 "1 0' 0' P1 1 14'8 "1 0' 0' P2 pm 12 2'9" 0' 0' P3 ** Hardware Roof ** _ 10 HUS26 1 -ply Truss Hanger ' 66 - Trusses 10 - # of Hardware 0 - # of I -Joist 22 - Piggy's gm 0 - Jacks 0 - # of Beams 0 - # of Rim Board 88 - Total Trusses 0 . "' r ff ro 5 —5 8" I 33'10"II 1 27'3" 2 — 15'5.0 r C, G1 Hi MI r iI �MI!! C2 HER ti�!!!� !��_ r 1111111A11111511 NO ! t N p ICI. ___li _!3!! H2 A ca ! ®i _ ' �� fa !�� _Y -ii _AmlNS MI !w o — 1 I lII hW J 1 u3 I' _!O� 84 °.1 N �lEE! _ — weimealmlmliIIIM co ci 1 0. I!IlII . > M____-.A111 IIIIIIIIIInll — 5' 1 r 1 1 6.5"-1 .90 BROKEN I � ` � ' 'N O AK l.VD. f3 I ' JA CKSONVfILL f- LOF <!L';; 32257 Fl 61. CER OF AUITHOR•ZS,732 PO SHOP fNC: REYIEV'✓ • V No. 9784 --- `� S'_ION r] APPROVED r0 NOT APP APPROVED AS NOTED WI ROVED ;BY ew LOUIS J. GABRI ---� DATE Engineer of Recordf - -- 20 FL. Cert. No 39 6 EL, P.0 ATTENTION. Resdeul of shop r +raw: �r a w ih the desv, nps is onl anr� r! �� n- �:onceat of HIP � . Y3 EAS �"5 t 1 . $ m 4 S ='x ri sN h n : af' .C � t.d1 �7 > 1 J 0 • b.' 4 �1 �i1- _ a R Q - ' :: 0 3 -1 x m Z Virg:. m : ? S b F E o �cs c i b mzyc Z - ho m N D A z N o - p r m o F z 9 M -i D -i v Q -t m° m m N m$ Y v O l m n- r Z 7 1! D ,, y" � L ?:11,..5,,,a, m o m m x m` o y i3 fT, i i . s ,a x m ym z [� v n v i A g _, T A O ¢9 : S Y D rn F Cl T •-] N y -1 ti y x Din' O CC ill: =y , m < 7 L Pi � .� 0 i m z r 3F y x� 2 �'� y m N m � g m ;r la ��� °m � � o 0 m ioUIGI to ) fau PA PP 7" 1 1" A N■sminn. r li r Pso fil I I I 1 L, 2111111III APP ma Ps r ro Rt. Poe - 110. r rim pp 40. > r i 14. r r( .1 „ r fs• , , ,,.. 1 rog ., 4111 „ , , r fp mos 0► r. to. : ....... 10- 00 r. AL Alt so \ ■ to A A ?" \. ow ‘ ‘ , ‘ 110 i , , \ A , AA mt% l i, , d ik 4 4.1 ■1111 li " f 10_,A _t7 Ilt ..., r / 4, 0 Nt ow V/ 8 i Po / > fp. ro. r 1 4 1 01\: . 0 0 . 4 H. re 11 4 / 1 1 : 0 . , i fr4 ihk \ ,..4. 4 P 11 Nilli Uhl- ILI', A \ \ ‘ \ , \ 4P IF liV\ . . . . \ . .A_■_\ " \ 4 . %MAW APPA . Nr, \.: ‘ 1 1 ni. 1 i \ 0. \ 2116. / Plo 0 11116. i i 1 , i r I , i . .fr. / ; - .7.0.. go -1 - , 1 II ■ I i i I 1 fr, i F , ,... v. ' 0. - 4 wi / ,,,.,„ , 4 1 p ., , ■ ■ i \ 7 ' . 4 0 ,- ---‘ ' ‘ ' _ . . . . . . _ ,. , i 1.■ n .. 'P. 1 ' W Allr . \, 1 4 4 ,,,,, * ‘ r ky f ) ...,_A. om ■ 4 t / S 4 dil Y _ . . . /4 4 4 i — 7 '1 ‘ i . p 0 ■ 4 / 7 s m,...._,../...... i ii m PRODUCTS HARDWARE SCHEDULE 6/9/04 r 2004 r REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 51 2565 3205 1550 (14)16d (6)16d TRUSS "' B HUS28 51 3585 3775 2000 (22)16d (8)16d TRUSS C HGUS28 -2 105 6805 7925 3220 (36)16d (12)16d TRUSS 2 Ply Truss _ D HGUS28 -3 105 6805 7925 3220 (36)16d (12)16d TRUSS 3 Ply Truss r E SUUR 26 67 800 1000 765 (6)16d (6)10dx1.5 TRUSS Skewed 45' _ F SUUR 210 67 1330 1660 1250 (10)16d (10)10dx1.5 TRUSS Skewed 45' G LSSU210 64 1110 1390 875 (10)10d (7)10dx1.5 TRUSS Sloped - varies Or G LSSU210 64 995 1205 785 (9)10d (7)10dx1.5 TRUSS Skewed - varies H THJA26 112 2680 3265 960 (20)16d (6)HJ (4)EJ 10dx1.5 TRUSS Hip Jack&End Jack I THA422 Min 66 1635 1635 - (2)16d Top (6)16d SYS 42 ew I THA422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 J THAC422 Min 66 1635 1635 - (2)16d Top (6)16d SYS 42 Inverted Flange J THAC422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange ✓ K THA422 UR Min 66 1090 1090 - (6)10d (3)10dx1.5 SYS 42 Skewed 45' K THA422 UR Max 66 1416 1675 310 (16)10d (3)10dx1.5 SYS 42 Skewed 45' K THA422 UR Max 66 1210 1210 - (2)10d Top (4)10d SYS 42 Skewed 45' 9 1T'FL L SUUR 410 67 1860 2330 1275 (14)16d (6)16d SYS 42 Skewed 45' M LSSU410 64 2430 3035 1150 (18)16d (12)10dx1.5 SYS 42 , Sloped - varies M LSSU410 64 1625 1625 1150 (14)16d (12)10dx1.5 SYS 42 Skewed - vanes ri N IUT312 73 1110 1390 255 (10)10d (2)10dx1.5 I -JOIST Face Mount 2.5" O HU312 -2 74 2145 2680 1085 (16)16d (6)10d I -JOIST 2 Ply Face Mount P IUT412 74 1110 1390 255 (10)10d (2)10dx1.5 I -JOIST Face Mount 3.5" . Q MIT316 86 2400 - - (6)16d (2)10dx1.5 I -JOIST Top Mount 2.5" R SULJR 310 87 1860 2330 765 (14)16d (6)10dx1.5 ! -JOIST Skewed 45' S SUL/R 314 67 2395 2500 1150 (18)16d (8)10dx1.5 I -JOIST Skewed 45' T LSSUH310 64 2295 2295 1150 (18)16d (12)10dx1.5 I -JOIST Sloped - varies Po T LSSUH310 64 1600 1600 1150 (14)16d (12)10dx1.5 I -JOIST Skewed -varies U HU11 Min 75 2950 3685 865 (22)16d (6)10dx1.5 1 PLY LVL Min. Load U HU11 Max 75 4020 4405 1440 (30)16d (1010dx1.5 1 PLY LVL Max. Load V HGUS48 75 6805 7925 3220 (36)16d (12)16d 2 PLY LVL W HGUS412 75 9155 9155 4055 (56)16d (20)16d 2 PLY LVL X HGUS412 L 75 +161 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf X HGUS412 R 75 +161 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 Min 75 +161 2145 2680 1085 (16)16d (6)10d 2 PLY LVL _ Inverted Flange Y HUC412 Max 75 +161 2950 3685 1810 (22)16d (10)10d 2 PLY LVL Inverted Flange Z HGUS5.50 /12 76 9155 9155 4055 (56)16d (20)16d 3 PLY LVL ZZ HGUS7.25/12 76 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 H16S 138 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down Short o UL2 H16 138 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down Long UL3 H16 -2 138 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down 2 Ply Truss UL4 MTS12 139 - - _ 1000 (7)10dx1.5 (7)10dx1.5 Tie Down Twist Strap 12" I" UL5 HTS20 139 - - 1450 (12)10dx1.5 _ (12)10dx1.5 Tie Down Twist Strap 20" UL6 MSTA36 131 - + - 2050 (13)10d (13)10d Tie Down Flat Strap 36" UL7 MGT 126 +141 - - 3965 Threade Rod or ( 22 ) 10d Tie Down or Add UL8 UL8 PHD5 26 - - - 14 SDS1 /4x3 Add UL7 Tie Down Add UL7 UL8 PHD5 I 26 - i 1 - 4685 Threaded Rod Tie Down I ;TS82 -24 120 4)10dx1 I Brace I Truss Spacer ono r y Alpine Eng i neered Products, Inc. 1950 Marley Drive Haines City, FL 33844 t Florida Engineering Certificate of Authorization Number: 567 Florida Certificate of Product Approval # FL 1999 Page 1 of 1 Document ID:1SIX151- Z0917152'934 Truss Fabricator: Manning Building Supply Job Identification D1240--- LOT 47 PARADISE PRESERVE Truss Count: 26 Model Code: Florida Building Code 2001 rii Truss Criteria: ANSI /TPI 1995;ANSI /TPI -1995 (STD) E ngineering software: A l p i ne Software,Version 7.04.0805.14. ..,� - Structural Engineer of Record: Address: • Minimum Design Loads: Roof 42.0 PSF @ 1.25 Duration Floor N/A Wind 120 MPH ASCE 7 -98 - Closed r r Notes: Seal Date: 12/17/2004 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer /engineer of -Truss Design Engineer- record, as defined in ANSI /TPI 1-1995 Section 2.2 James F. Collins Jr. Florida License Number: 52212 2. The seal date shown on the individual truss component drawings roust 1950 Marley Drive match the seal date on this index sheet. Haines City, FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply for the above referenced ,job identification. Loads applied by non -truss elements and basic load parameters are to be reviewed acid approved by the FOR /building designer. 4. As shown on attached drawings; the drawing narober is preceded by1 HCUSR151 Details: Al2015EC- GBLLETIN-Al2030EC is LJG ENGINEERING, INC. # Ref ! De Drawing# Da r 9610 BROKEN OAK BLVD. 1; 03273 Al 04352195 12/17/04 JACKSONVILLE, F LORIDA 32257 2; 03274 A2 04 12/17/04 F CERT. OF AUTHORIZATION No 7 3 . A3 04352197. 2/17/04 SHOP DRAWING REVIEW DISPO3U 4':_ 0 . Bl _: 2/1 APPROVED [] APPRGIV!EEi t5 N , 03277 -62 : 0 4352 199 12 6 S 03278 04352200 12 [j Nor APPROVED 7 032 - - B4 04352201 12/17/04 BY 1, G DATE 0 :20 0 S*8 03 G1 04352202 1 2/1 7/0 4 0328] 2 C2 ! 0435220 12/1/4 4 Engineer of Redortl FL, ' "L N 3 032 = C 3 04352204 3 12/ 17/04 . LOUIS J G 8 RIEL .E 11 03283 -C4 04352205 12/17/04 ATTENTi£l�fl i� eVle w of shop drawings is �r 03284 -D1 04352206 12/17/04 for „con otrriance with the dos n concept bfi 03 285 - -D2 04352207 12/17/04 prr5ject and does not relieve the deiegatl 03286 -E1 04352208 12 /17/04 ;;+engineer of responsibility f or any deviati�G 03287- -E2 04352209 12/17/04 fr the re quirements of the contract dodb 03288 -- E3 04352210 12/17/04 •,,,, ments nor from responsibility for errors 1011 03289- -G1 04352211 12/17/04 omissions in the shop drawings. 18 03290 - -G2 04352212 12/17/04 . 19 03291 - -G3 04352213 12/17/04 I 20 03292 - -G4 04352214 12/17 21 03293 H1 04352215 12/17/04 22 03294 - -H2 04352216 12/17/04 23 03295- -H3 04352001 12/17/04 24 03296--P1 04352002 12/17/04 25 03297 - -P2 04352003 12/17/04 26 03298 --P3 04352004 12/17/04 r r ,.......... .. W W -I -I CO W - Z Z n n n n A 0 0 0 O m m n n A ft. �' .. n T T T T T D C O < rn = c o o r 0 CD 0 0 „. W o o I O 0 0 0 o 07 - s - 3 S. 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Ventr�r Title Agency, Ltd., LLLP JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY 4315 Pablo Oaks Court RECORDING $18.50 Jacksonville, Florida 32224 (904) 482 -1150 8 1 0 401. \\% IV l NOTICE OF COMMENCEMENT State of Florida County of Duval The undersigned hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: Lot 47 Paradise Preserve Lot 47, PARADISE PRESERVE, according to the plat thereof, as recorded In Plat Book 57, pages 31, 31A through 31C, of the Current Public Records of Duval County, Florida. 2. General Description of Improvements: 3. Owner Information: Bestcon, Inc., a Florida Corporation 4400 Marsh Landing Blvd., Ste. 6 Ponte Vedra Beach, FL 32082 a. Interest in property: Fee Simple 4. Contractor: Bestcon, Inc. a Florida Corporation J O 4400 Marsh Landing Blvd., Ste. 6 Ponte Vedra Beach, FL 32082 5. Surety; 6. Lender Information: AmSouth Bank 10245 Centurion Pkwy., 2nd Floor Jacksonville, FL 32256 7. Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(A)7: Iorlda Statues: None 8. In addition to himself, owner(s) designates: To receive a copy of lienor's notice as provided In Section 713.13(1)(B), Florida Statues 9. Expiration of Date of Notice of Commencement (The Expiration date is (1) year from the date of recording unless a different date is specified). Other expiration date: 1 r P W. Nichols Page 1 of 2 801498 Received Time Feb.16. 12:08N 02/16/2005 10:20, FAX 904 482 1151 VENTURE TITLE -* BESTCON 421005 State of Florida County of Duval THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED before me on February 11, 2005, by Paul Nichols who is personally known to me or who has produced a valid driver's license as identification. OTARY PUBLIC LAME O N *DD366B in) wiwist...mbers.2008,.„ Notary Print Name %-et° My Commission Expires: Page 2 or Z 801498 Received Time Feb.16. 12:08P\1 N 6 /_ , �;;$ :: e> CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD JV J , ATLANTIC BEACH, FLORIDA 32233 °' INSPECTION PHONE LINE 247 -5826 . '*01119' Application Number 05- 00029550 Date 3/17/05 Property Address 810 PARADISE LN Tenant nbr, name NEW SFR 1256RAD /2438SCHG Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . 232808 Owner Contractor BESTCON OF JACKSONVILLE, INC. BESTCON INC 4400 MARSH LANDING BLVD STE 6 4400 MARSH LANDING BOULEVARD JAX BEACH FL 32250 SUITE 6 (904) 246 -3747 PONTE VEDRA BCH FL 32082 (904) 246 -3747 Permit PLUMBING PERMIT Additional desc . Sub Contractor . DON HARRIS PLUMBING Permit Fee . . . 140.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 140.00 140.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 140.00 140.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODEI `� '� BUILDING OFFICIAL . f . f CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION 3 m. - „..-. Date: A 1 (, 5 o Property Addr ss: (C 0 Owner: L • Telephone # 1 37 -7 Contractor: d P:/0/ Pe /7)/(£- 41ne #: ? 1 7 C9 - 1I D n 1 0_ i s? i % ✓ � Contractor Addres 4 1,, ��1 i 4 1 F #: itrusi 1 wari W ' -04101, In consideration of permit ' liven f. doing the work as described in the above stat- ment, we hereby agree to perform said work in accordance with the attaches p ans 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 buildingpermit number: ❑ Re -Pipe 05 - a i 5 !"- J Number of Fixtu es: Bath Tubs / Showers � j Closets Shower Pans f / Dishwashers / Sinks / Disposals Urinals Floor Drains / Washing Machine 4 Lavatory / Water Sewer / Water Heaters Other Fees PLUMBING CONTRTACTOR: DON HARRIS PLUMBING CO., INC. - Permit Issuing Fee: $35.00 ✓ NELSON D. HARRI /- Total Fixtures: X $7.00 + $35.00 = 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845. http:llwww.ci.atlantic- beach.fl.us Revised 1 /04 f ,.6 / , � , CITY OF ATLANTIC BEACH ." 'w " , J 800 SEMINOLE ROAD 1,, �.) �. ' Z ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 T r1 Application Number 05- 00029550 Date 2/14/05 Property Address 810 PARADISE LN Tenant nbr, name NEW SFR 1256RAD /2438SCHG Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 232808 Owner Contractor BESTCON OF JACKSONVILLE, INC. BESTCON INC 4400 MARSH LANDING BLVD STE 6 4400 MARSH LANDING BOULEVARD JAX BEACH FL 32250 SUITE 6 (904) 246 -3747 PONTE VEDRA BCH FL 32082 (904) 246 -3747 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 859.00 Plan Check Fee . . 429.50 Issue Date . . . Valuation . . . . 232808 Other Fees CITY RADON SURCHARGE .31 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 10.97 AB CONSTRUCTION SURCHARGE 1.21 STATE RADON SURCHARGE 5.96 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 570.00 WATER CONNECT /METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due Permit Fee Total 859.00 859.00 .00 .00 Plan Check Total 429.50 429.50 .00 .00 Other Fee Total 2283.45 2283.45 .00 .00 Grand Total 3571.95 3571.95 .00 .00 ' RMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING IliES. N. ",+ c - ' 1. BUILDING OFFICIAL CITY OF ATLANTIC BEACH • Ford BUILDING / ZONING DEPARTMENT L S. Doerr Higgins v - ) 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE: (904) 247 -5800 FAX: (904) 247 -5845 0131 http: / /ci.atlantic- beach.fl.us PLAN REVIEW COMMENTS Permit Application # OS 2J 6 1, S S 0 Property Address: 81 pcNdie Dist, u.,) Applicant: 0 ES L C Q J Ci- Project: N cj This permit application has been: 2/Approved ❑ Reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed by: r� C Date: 3' / 03 ` !MU I =Y . 2i6 - "1 . al la �u!1 �niaa�a i__., •- ›- - 1 - " b PS • j 1 a a ti � ....- �.00 ��....✓ ` j r K a 1 z en • C, to ......---"../ ri° �•- 1 47) - ac •1'ZI it, "woo ;Jaw "X" i ll a f N. r 7 . f A -'s 01 4 CO ":". i .. t Y Q d y ti w • i �� C7 _ O r O -- — t w �' q L it �� Wrier t v i .4011 v il *ki j .� v DI ti co 0 Ate... �� ? od� ., b - ,1 -- A i { _ CO ..Q -9 1 . "¢ 10 tg 43 _ �° C 11 0 tU64 i NI 0' .hs co ' !� i t 01 0 \\\,,.: n NI o , ..g.. .T....71 - C : ). iki k -CN A c 1 _ fit so f..` co s� °a c ne : W Ya 'FS iVla - • t 37114 2.0w A F ° 1'j Cn o 3n10 3S1 d -g) �� k! tar ' i --...5 \ t . cn d n a t+' ,; I t ,__ .__-.___._._..___._._. _.__ 333. r made iYid Q L . ...1 lV ,71 t 3 X� :f 1 it l - Q N -0 PI G ln a sa 3 PA WAbM ! CM bMG17 R7 'Utz r CCQ7 QaC , h,ma • • nm VI-1J c= I u T - Wnccu , o i, fncvu - i-- • f ina i C TrYIX 7 471•Ti • rrilw • ••■ -•-•-■----' - - - i. 81 0 AD 233 `_� f' 826 Js?,s Lam --x cc Application Number 0' o-f CO 8/31/05 Property Address 8' /- T enant nbr, name Application description . . PI b Property Zoning TC Application valuation . ,-"1-/ r , ' a- Owner (r)-1 y-� C0 2 H2O MANAGEMENT, INC. 3731 C.R. 220 MIDDLEBURG FL 32068 (904) 282 -6413 Permit PLUMBING PERMIT Additional desc . Permit Fee . . . 50.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Special Notes and Comments OWNER MUST HIRE A PLUMBER TO INSTALL A BACKFLOW PREVENTOR & MAKE THE CONNECTION FROM THE PRIVATE PROPERTY. PLEASE CALL MALCOLM CLEMONS FOR INSPECTION AT 247 -5839. Fee summary Charged Paid Credited Due Permit Fee Total 50.00 50.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 50.00 50.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL 0 • CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION i31 Date: (3/ Property Address: 10 P pr(-2_0,-Dos- L A) , Owner: 0(3 F wr 2 Telephone #: (:2(1& 74 - 7 Contractor: 0 12 A6 -eil/O Telephone #: - 6 1 1 1 Contractor Address: .373/ e. fZ - , 99v >' Fax #: 3 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 Southem Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, New list the building permit number: ❑ Re -Pipe d — 0 0 0 aS �S�C7 Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other - 74.' Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : /lwww.ci.atlantic- beach.fl.us FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Oct. 04 2005 01:02PM P4 5 ( o Pcur a ctt ee_,. (_0(P(--c -F- -Fe MAP SHOWING BOUNDARY SURVEY OF LOT 47 AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH .31C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. _BEARING REFERENCE: BEARING SHOWN ON RIGHT OF —WAY UNE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. NOTE; THE PROPERTY SURVEYED HEREON APPEARS TO UE WITHIN FL000 ZONE "X" AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075 -0001 D , DATED 4 - 17 - 89. ELEVATIONS SHOWN THUS: () REFER TO THE NATIONAL GEODETIC VERTICAL DATUM LEGEND: • FOUND 1/2" IRON (LB 1704) O SET 1/2' IRON (LB 1704) ,. O RAY RIGS T OF WAY Q PC POINT OF CURVATURE G PT POINT OF TANGENCY _ I�� 4 V O SRL BUILDING RESTRIcnON LINE ` v _ _, ^ , �,0 ` O TRACT " E " Ch CHORD DISTANCE v � (C` 4 R RADIUS `(/ vb s aar ARC LENGTH o � 5 0�� o �' N89'36 50 E � P� � 0 ° 34.26' ,O- • Q�� JP `_ � �' 0 , � 0 -. ` `,a 7.5' S.R_t. • �• .\�� 0 I "`� :.,.. i 1r'r I 52 11' L0 8100 !- :- • PT 2j �CONCREIE; I —1 r 'L` flRIVE, t N ..: :- I ( ) ' : ti ; 20.5" 0 1 0 1 r A `cvERED'� I W D O / v` b 11. 11. o N " ' �.a' I � z MI Col TWO STORY 2 . . I b+ FRAME 1 � 0 RESIDENCE ...4 r„ - 6 ° EA VES 2 CONCRETE (� 0 I F F. ELEv= (72.99) �� I PAO ^ r v 11.8 12,7' ;^ . D .t, — N 'COVERED . ---1 O) CONCRETE I ED fPAT10,. 5.0' 0 V � v 0 i O 22.5' 1 0' X I LOT 47 `� 0_I z [—.9' 1) I 7 .. J r 8 1 0 ' B -R -L 0 6' W12W12/20 iENC£ 0.9' • O o .0 O ' 0-^o --per- D cr O o�o - o Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 10. (a. 05 Contractor Name: (e°- C I,-• J-cr-ty. 6. Q 15 Permit #: 0 — ( 9• 6 55 0 Property Address: e3I 0 P apt 1 L a vt-6 Legal Description Improvements to the above - described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single - Family Residence ❑ Commercial, ❑ Other: Lowest Floor Elevation: / • ©c6 / 2, 97 Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. -- -- Public Works I(7 Lo a d 5 �� r� Als .b� /� /3 / Public Utilities /o• (0 . / f 0 t�''� � � es v L Planning Dept. Building Dept. • 2. y . o 5 2 •2 Final Survey with FFE 47Yes ❑ No All Re- Inspect Fees Paid VYes ❑ No Page 1 of 1 Cunningham, Kerri From: Kaluzniak, Donna Sent: Thursday, October 13, 2005 1:52 PM To: Cunningham, Kerri Subject: RE: Final Inspection Kerri, all approved for Public Utilities Dept. -Donna From: Cunningham, Kerri Sent: Thursday, October 13, 2005 9:41 AM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Nodine, Phil; Walker, Chris Cc: Graham Shirley Subject: FW: Final Inspection Good morning, Will you please let me know the status of the final inspection for 810 Paradise Lane, permit 05-29550? Thank you, Kerri From: Cunningham, Kerri Sent: Thursday, October 06, 2005 10:23 AM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Nodine, Phil; Walker, Chris Subject: Final Inspection Jeremy with Bestcon has requested a final CO inspection for: 721 Paradise Lane. Permit # 04-29288 & 810 Paradise Lane, Permit 05-29550 He can be reached at 509.0159. Thank you, Kerri 10/13/2005 Page 1 of 1 Cunningham, Kerri From: Cunningham, Kerri Sent: Thursday, October 06, 2005 10:23 AM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Nodine, Phil; Walker, Chris Subject: Final Inspection Jeremy with Bestcon has requested a final CO inspection for: 721 Paradise Lane. Permit # 04 -29288 & 810 Paradise Lane, Permit 05 -29550 He can be reached at 509.0159. Thank you, Kerri 10/13/2005 i Susan Gorman Records Clerk t `- '`I 'r Office ot` the City Clerk i City of Atlantic Beach '' r 800 Seminole Road Atlantic Beach, Florida 32233 -5445 Phone (904) 247-5810 • FAX (904) 247 -5846 ' ATLANTIC BEACH Email: sgorman @coab.us • Web: www.coab.us _1MINOLE ROAD ATLANTIC BEACH, FL 32233 t ' (904) 247 -5810 r PLEASE MAKE COPIES OF THE BUILDING . `' PLANS FOR THE FOLLOWING: Name: °� �� ''. 1---o [ % p Address: S I z Phone: ( 03 o W. A - , , Tes: O rm . C' P 12�c .. 0_ � °-P P I C. (,s Di (O l _ : j \ \ S .5 � � S 02 m R � i - P i c G, �p -- t 1.� ( 7 S n *, C ik E r UZI. 00 CYNta a 1--P .be..(6-t Oliti'L ?iiisA ma TO GIN 0 )111 4 PERMIT WORKSHEET Certificate of Occupancy' Job Address: 8 I Q DI L - `��f2A Type Work: Property Owner: Phone # e S ` - Z . 3 - 7 4 47 Contractor: Phone # r»TfZ_ Permit #: cDS- Z cI S SCE Date Issued 7- I v Tree Permit # Foundation Permit # Demolition Permit # BUILDING "195 S d ELECTRIC # - "55 CS MECHANICAL # 2135O PLUMBING # 2 SS 3-3 Tem .Power # Footing 3 -I -OS JEA Release Date Temp. Power Slab Letter Rec'd. Underslab Tie Beam Temp Pole # Lintel JEA Release Gas Piping Date Nailing/ (g Water/ Sheathing �1) ' Sewer -Zt_ Rough/ .� D s" Framing Rough Rough Topout Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final X+ JEA Release '5tYapp►r 5,11.h Date Drainage Inspection: 1 Pool Permit # Inspections: Steel Final Elec. /Grounding Final Roofing Permit # Inspect: Nailing /Sheathing Final Fire Inspectior.: Failed Inspections: Date Paid: VN .4:4.4M VN \ \ \ \ \ \ \\ 11VM 0 1 T1VM 190 091 11VM I „8, 6 6-- ---I -- S„0,6 'S03dS ONIIIVN >dOd 133HS 1IV130 SdVO ) 0V8AOOld - SSf1a1 ONI moddflS d0• - •HO - O • _ _ 0 10V 3 �? 1 • - 1, d t Sf1O 00 HOVLLV Pp 1f1 Ior" AOO OA\f1 Id NO — (sv came vie) 11 V1301N3WHQV11V NOVSAOOId SESSwEb MEM MO £P9J SAM O 'Q3A02Iddd QNzv aavi i N EHH aAVH SINIMAGONIV IIIy 2IOI2Id SSa'INIfl SaDUVHa}Iavg ANV ,Idaaav ION TIIA1 SSn2I.L ONINNVIAI * LON* Give X 'SaSSn2LL a0 NoLLVamava azIoaag au ms QTAOH/MV ag 1SIlJsi ONII2i2aNIIONa (INV NIOISaQ ` LnoA V I SSnzI L SNVId Ol N3d321 :a3341s QNIM '0'0 •bZ ;ONIOVdS SSnel ONI2133NION3 01 2J3d3L1 :ONIav01 SNVId 01 LI3d321 ; NlOH 311fld dol ON X NA ;S31V1d lV3S SNV1d 01 N3d321 :azis ONINV39 emu X 3aYfl s :1n0ONVHa3AO H'O •.bZ ;ONVHa3Ao SNV1d Ol 2134321 ;H31Id ;31V0 NOISIA3a bOSI ZL O1 ;e1Va 5�!Q 113NO1930 asnal AN3S3Lid 3SIOV21Vd Lb 101 :NOUVaoi eor - ---- :NO11430230 eor NO01S39 :a3wolsn0 8 Z 6- - -H dObZ60 ;aaewnN 9 o 0001 -89Z (408) 9SZLE ld 3ll1ANOSNOVf 'AVMHOIH Sdr11IHd 00SO1 Sii8 (408) 9SZLE ld'3llrANOSNOV! 'AVM)121Vd Sdr11d SS 031b'LlOdZiOJN I 8311448E °U! a ,0b g I „b.OZ _ — zwe I a E 6d I GI rn „17,C N l8 WV38I cd t ut u W •s3ulnaeap doijo ui fkuefsftlwd 1 JO SJOiJB lo; it3 f!$l='uodsoa W041 40u I - flop }�el4uoo o^ i.•.., uSw Ni ::O St..a+,tlBll;Ibx/ ow fU0/j -� uol;el.nap i(ue loi A ;fllgI$uCCasri ;0 Joeul8ue N Ed ' Pale2a i e,; o li anallal fou swop buy l:safald ©fa; ;o }daouoa u2 sap oti141vA E +ueut jursa ,fd w Jt}uo s! scu;Po;�a;: dolls lo !r1w ; , ; "�`� NO } 0 3 •3.d `1 +aWElVD T SW101 9Lti6£ . 0N1 1 '1:1 :1%0:)eN fa Aeaui8u3 30 OZ /2 `� 31Va ..§TrAS 03A08ddV ION 0 0310N SV 03A08ddV ❑ 0 3A021ddV c NOLLISOdS10 M3IA321 ON;My�j d S SP8L6 - 0 N NOI1V7_IeJOH I fiV d0 '12 -130 1,1 LSZZ£ V012101d '311IANOSNOV '0A18 NVO N3)4088 0196 '0NI `JNI2i33NIDN3 `Jr i —s___'I b,ZZ PAGE 1 Date: 12/16/2004 MANNING BUILDING SUPPLY LOG #: D1240F TRUSS DIVISION JOB #: JACKSONVILLE !" Salesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name: Address: 1484 LOURAL WAY Address: LOT 47 PARADISE PRESERVE ATLANTIC BEACH 32233 Designer: PS I Left I Right Qty) Span I O.H. I O.H. I Description 9 20'2" 0' 0' Fl 1 6'3 "8 0' 0' F2 7 20' 0' 0' F3 RAISED ** Beams ** BEAD 2 20' 3" BM 1 GPLAM 16" " 2 20' 3 " BM 2 GPLAM 16" 2 12' 10" BM 3 GPLAM 16" ** Hardware Floor ** 2 HGUS412 2 -ply GPLam Hanger 8 THA422 SY42 Hanger 17 - Trusses 10 - # of Hardware 0 - # of I -Joist 0 - Piggy's 0 - Jacks 6 - # of Beams 0 - # of Rim Board 17 - Total Trusses APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE JAN 31 2005 r } ri mom LJG EN GINEERING, INC. 9610 BROKEN OAK BLVD. Pm JACKSONVILLE, FLORIDA 32257 FL. CERT. OF AUTHORIZATION No. SHOP DRAWING 9784 REVIe'YV Df�r' USI_ TON 4 l APPROVED 0 APPROVED AS NOTED 0 NOT APPROVED BY J4Sy , DATE Z 20 O S En of of , � Record: LOUIS f ' -. Cert. Na. 39476 pe J. GABRIEL P.E. ATTENTfON Review of shop drawings r•fo name with the d Ps is only for ro the r�'a'F;:f " °st n concept I- and does. not relieve of engine.* 1s994re �rponsfbfti r a n y 8e1 Lti od he relta;ren y for any devi_,tion *torn enso the F ._ ' — :� , kn y V Tyr,- wi . errors or PP N _ O p N PO nii 3 19'10" I *-1-1 710" 36' 1 R P FP c ` O n ' 12 ' --- 28'7" 1 0' I 0.5.-1 ri r �� p za y n,nz c g =_ ce �o o�� zv- :. cy-* y an�vc, 1 5 ` € & R g :i rio �_ Apx amnc C A y r<, ? 03ny sSnimp f ° a Co- mz2c < m z ro A p 5 N o" m o '➢ F p9 nz F-1 7 O I 0 T a r r P N L. o a o . m a m €g.cf.- n ` m mOm mxm U� � Z f!!m O OT 7 I, ` • n y n x = �° o " € ^OC Ili_ m o � ~� bl L mm� 0 0 0 0 ' s z K 2r 43 N F�x �'! ? y°.] y� Z. N r Z g �_ x < o m 1iONGIN PRODUCTS HARDWARE SCHEDULE 6/9/04 2004 !A" REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 51 2565 3205 1550 (14)16d (6)16d TRUSS l"" B HUS28 51 3585 3775 2000 (22)16d (8)16d TRUSS C HGUS28 -2 105 6805 7925 3220 (36)16d (12)16d TRUSS 2 Ply Truss D HGUS28 -3 105 6805 7925 3220 (36)16d (12)16d TRUSS 3 Ply Truss (""' E SUUR 26 67 800 1000 765 (6)16d (6)10dx1.5 TRUSS Skewed 45' F SUUR 210 67 1330 1660 1250 (10)16d (10)10dx1.5 TRUSS Skewed 45' G LSSU210 64 1110 1390 875 (10)10d (7)10dx1.5 TRUSS Sloped - varies "' G LSSU210 64 995 1205 785 (9)10d (7)10dx1.5 TRUSS Skewed - varies H THJA26 112 2680 3265 960 (20)16d (6)HJ (4)EJ 10dx1.5 TRUSS Hip Jack&End Jack I THA422 Min 66 1635 1635 - (2)16d Top (6)16d SYS 42 '" I THA422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 J THAC422 Min 66 1635 1635 - (2)16d Top (6)16d SYS 42 Inverted Flange J THAC422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange K THA422 LJR Min 66 1090 1090 - (6)10d (3)10dx1.5 SYS 42 Skewed 45' K THA422 UR Max 66 1416 1675 310 (16)10d (3)10dx1.5 SYS 42 Skewed 45' K THA422 L/R Max 66 1210 1210 - (2)10d Top (4)10d SYS 42 Skewed45' 9 -12 "FL L SUUR 410 67 1860 2330 1275 (14)16d (6)16d SYS 42 Skewed 45' M LSSU410 64 2430 3035 1150 (18)16d (12)10dx1.5 SYS 42 Sloped - varies M LSSU410 64 1625 1625 1150 (14)16d (12)10dx1.5 SYS 42 Skewed - varies Imo° N IUT312 73 1110 1390 255 (10)10d (2)10dx1.5 I -JOIST Face Mount 2.5" O HU312 -2 74 2145 2680 1085 (16)16d (6)10d I -JOIST 2 Ply Face Mount P IUT412 74 1110 1390 255 (10)10d (2)10dx1.5 I -JOIST Face Mount 3.5" . P „ 0 MIT316 86 2400 - - (6)16d (2)10dx1.5 I -JOIST Top Mount 2.5" T. R SUUR 310 67 1860 2330 765 (14)16d (6)10dx1.5 I -JOIST Skewed 45' S SUUR 314 67 2395 2500 1150 (18)16d (8)10dx1.5 I -JOIST Skewed 45' T LSSUH310 64 2295 2295 1150 (18)16d (12)10dx1.5 I -JOIST Sloped - varies Ps m T LSSUH310 64 1600 1600 1150 (14)16d (12)10dx1.5 I -JOIST Skewed -varies U HU11 Min 75 2950 3685 865 (22)16d (6)10dx1.5 1 PLY LVL Min. Load U HU11 Max 75 4020 4405 1440 (30)16d (1010dx1.5 1 PLY LVL Max. Load V HGUS48 75 6805 7925 3220 (36)16d (12)16d 2 PLY LVL W HGUS412 75 9155 9155 4055 (56)16d (20)16d 2 PLY LVL X HGUS412 L 75+161, 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf X HGUS412 R 75 +161 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 Min 75+161, 2145 2680 1085 (16)16d (6)10d 2 PLY LVL Inverted Flange Y HUC412 Max 75 +161 2950 3685 1810 (22)16d (10)10d 2 PLY LVL Inverted Flange Z HGUS5.50 /12 76 9155 9155 4055 (56)16d (20)16d 3 PLY LVL ZZ HGUS7.25/12 76 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 H16S 138 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down Short )"" UL2 H16 138 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down Long UL3 H16-2 138 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down 2 Ply Truss UL4 MTS12 139 - - 1000 (7)10dx1.5 (7)10dx1.5 Tie Down Twist Strap 12" r UL5 HTS20 139 - _ - 1450 (12)10dx1.5 (12)10dx1.5 Tie Down Twist Strap 20" UL6 MSTA36 131 - - 2050 (13)10d (13)10d Tie Down Flat Strap 36" UL7 , MGT 126 +141 - - 3965 Threaded Rod or (22)10d Tie Down or Add UL8 UL8 PHD5 26 - - - 14 SDS1 /4x3 Add UL7 Tie Down Add UL7 UL8 PHD5 26 - - 4685 Threaded Rod _ Tie Down 1 f TSB2 - 24 I '20 , I 4)1 0dxl.5 I Brace I Truss Spacer tM i s ''' MANNING BUILDING SUPPLY Philip Shoemaker 16 Dec 2004 1:07 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268 -8225 p" FASTBeam® Engineerinij Analysis ©1996 -2004 Georgia- Pacific Corporation Version: 5.0 Build: 5.0.0.15 Project : D1240.FBD BESTCON- LOT 47 PARADISE PRESERVE Mark # : BM 1 FLOOR Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L /360 TL = L /240 Composite Action : No _ 3.5 ", 565 psi _ 3.5 ", 565 psi 20' 3" 1 LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf; Roof: Live =30 psf, Dead =12 psf. Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 284 203 115% 0 0'0" 20' 3" Uniform(plf) 15 0 0 0 20' 3" Self Weight *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 "" Max R'n 3023 3023 Min R'n 969 969 DI. R'n 969 969 Min Brg(in.) 1.53 1.53 [Based on bearing stress below] pm Brg Str(psi) 565 565 : DESIGN Value Span X Group Allow LDF Ratio V(ibs) 2581 1 0' 2" 31 12236 115% 0.21 ' M (ft-Ibs) 15305 1 10' 2" 31 40890 115% 0.37 LtRn(ibs) 3023 0 0' 0" 31 6921 100% 0.44 See Note #5 RtRn(Ibs) 3023 0 20' 3" 31 6921 100% 0.44 See Note #5 LLDefl(in.) 0.33 1 10' 2" 31 0.68 L/731 pp TLDefI(in.) 0.49 1 10' 2" 31 1.01 L/496 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User G -P LAM tm Georgia- Pacific Corp. to NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression r edge. 3. Loads have been input by the user and have not been verified by Georgia- Pacific Corporation. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than rig maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. "" 9. Nail plies together with 16d nails @ 12" o/c along top and bottom edges and thru center. Nail from alternate faces, 2" from edges. 10. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. ow 12. For explanation of GROUP, change to expanded printout. 1' 1 r MANNING BUILDING SUPPLY Philip Shoemaker 16 Dec 2004 1:38 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268 -8225 "®", FASTBeam® Engineering Analysis ©1996 -2004 Georgia - Pacific Corporation Version: 5.0 Build: 5.0.0.15 ' Project : D1240.FBD BESTCON- LOT 47 PARADISE PRESERVE Mark # : BM 2 FLOOR Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 op Max Defl : LL = L /360 TL = L/240 Composite Action : No _ 3.5 ", 565 psi _ 3.5 ", 565 psi I 20'3" { A LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf; Roof: Live =30 psf, Dead =12 psf. Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 284 203 115% 0 0'0" 20' 3" " Uniform(plf) 15 0 0 0 20' 3" Self Weight * D i mens i ons measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 " Max R'n 3023 3023 Min R'n 969 969 DL R'n 969 969 Min Brg(in.) 1.53 1.53 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 2581 1 0' 2" 31 12236 115% 0.21 t""' M(ft-Ibs) 15305 1 10' 2" 31 40890 115% 0.37 LtRn(Ibs) 3023 0 0' 0" 31 6921 100% 0.44 See Note #5 RtRn(Ibs) 3023 0 20' 3" 31 6921 100% 0.44 See Note #5 LLDefl(in.) 0.33 1 10' 2" 31 0.68 L/731 TLDefl(in.) 0.49 1 10' 2" 31 1.01 L/496 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User G -P LAM tm Georgia- Pacific Corp. fo NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression ar" edge. ',: 3. Loads have been input by the user and have not been verified by Georgia- Pacific Corporation. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9. Nail plies together with 16d nails @ 12" o/c along top and bottom edges and thru center. Nail from alternate faces, 2" from edges. [ 10. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. pm 12. For explanation of GROUP, change to expanded printout. I" t" P MANNING BUILDING SUPPLY Philip Shoemaker 16 Dec 2004 1:41 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis ©1996 -2004 Georgia- Pacific Corporation Version: 5.0 Build: 5.0.0.15 z >' Project : D1240.FBD BESTCON- LOT 47 PARADISE PRESERVE Mark # : BM 3 FLOOR Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 I Max Defl : LL = L /360 TL = L/240 Composite Action : No r. 3.5 ", 565 psi _ 3.5 ", 565 psi IP 12' 10" " LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf; Roof: Live =30 psf, Dead =12 psf. Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0' 0" 12' 10" 20' 0" s.c. - 2 Uniform(plf) 284 203 115% 0 0'0" 12' 10" Uniform(plf) 15 0 0 0 12' 10" Self Weight *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) !" 1 2 Max R'n 5445 5445 Min R'n 1577 1577 DL R'n 1577 1577 " Min Brg(in.) 2.75 2.75 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio wok V(Ibs) 4190 1 0'2" 61 12236 115% 0.34 M(ft-Ibs) 17469 1 6' 5" 61 40890 115% 0.43 LtRn(Ibs) 5445 0 0' 0" 61 6921 100% 0.79 See Note #5 RtRn(Ibs) 5445 0 12' 10" 61 6921 100% 0.79 See Note #5 LLDefl(in.) 0.17 1 6' 5" 61 0.43 U884 TLDefl(in.) 0.25 1 6' 5" 61 0.64 L/628 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User G -P LAM tm Georgia- Pacific Corp. NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. PO 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression z. edge. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Corporation. 4. Design valid for dry use only. v ., 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9. Nail plies together with 16d nails @ 12" o/c along top and bottom edges and thru center. Nail from alternate faces, 2" from edges. 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. For explanation of GROUP, change to expanded printout. 0 0. ,. Alpine Engineered Products, Inc. P g 0. 1950 Marley Drive Haines City, FL 33844 Fl orida Engineering Certificate of Authorization Number: 567 Florida Certificate of Product Approval # FL1999 Page 1 of 1 DocumentlD :1SIX151- Z0817072550 Truss Fabricator: Manning Building Supply Job Identification: D1240F - LOT 47 PARADISE PRESERVE Truss Count: 3 ., _ Moaelcode: Florida Building Code 2001 T russCriteria: ANSI /TPI-1995(STD) ti r Engineering Software: Alpine Software,Version 7.04.0805.14. 4 Structural Engineer of Record: Address: ..._ Minimum Design Loads: Roof N/A _ ,_ , _. — _ _ , •.,.... „, ... . Floor - 55.0 PSF @ 1.00 Duration Wind No Wind li Notes: Seal Date 1 1. Determination as to the suitability of these truss components for the s tructure is s the responsibility of the bui 1 di ng designer /en o -Truss Design Engineer- record, as defined in ANSI /TPI 1 -1995 Section 2.2 tames F. Collins Jr. 111. Florida License Number: 52212 2. The seal date shown on the individual truss component drawings must 19so Marley Drive match the seal date on this index sheet. Haines City, FL 33844 I. 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply for the above referenced, job identification. Loads applied by non- truss elements and basic load parameters are to be reviewediand approved by the FOR /building'designer. 4. As shown on attached drawings; the .drawing number^ is preceded. by: HCUSR151 r No Standard Details # '' Ref Description ' 1. Drawing Date 1 03270 - - F1 , 04352024 12/17 2 03271 -- ! 04352025 12/17/04',: .3 03272--F3 04352026 :12/17L04 : w � , rr ,J. r _...„,......., „..... ..,.,...,...: ,......: .......... ..„.•,...„, . :. :,.:. JAi C pER( F ; :,,, ‘ . , :.....„...::: ..... .. VOH C , ,.....„4.. 3, ' r . - .:„.. _ .— .: • . . .... ...'''...':'::.. :. - .:............— S Gp. 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OF AUTHORIZATION No. 9784 SHOP DRAWING REVIEW DISPOSITION cn 1111 APPROVED VED ❑ -°-- APPROVED AS NOTED N ti INEWR 0. �,�talli __ __-_ tJ NOT APPROVED i j j m ` L�'G f z 1 IiY DATE 200 5 1 j tngineer or i:e. :c c: FL. Cert. No. 39476 �I �s I �i� LOUIS J. GAB RiEL, P.E. I i 1 1 1 1 1 I � I ngineer of reponsibity for any deviaton in �, ' ! ' • from the requirements of the contract docu• i c i j ,'' thents nor from responsibility for errors or ' ! / it r r r - r7 - r t I! I I I I ! l I i ! ,' • Omissions in the shop drawings. / n --:"1 , l l ! l 4 a JL `1 LJ_1_LJ_1 E 2 J i I A3 � . 0 j A2 e 0 G v E — - - -• . ■ 1 '111 -- - 11-11- , � __ I__; i _ IIflUILI i CV 20'4" 1 19'8'_ - 40' ini maminG BUILDING SUPPLIES INCORPORATED 11155 PH ILL IPS PARKWAY. JACKSONVILLE, FL 32256 (904) 268-8225 10500 PH ILL IPS HIGHWAY, JACKSONVILLE. FL 32256 (904)268 -7000 JOB NUMBER: D1240F 12 g I CUSTOMER: BESTCON JOB DESCRIPTION: JOB LOCATION: LOT 47 PARADISE PRESERVE TRUSS DESIGNER: DP DATE: 12 - REVISION DATE: iA PITCH: REFER TO PLANS OVERHANG: 24" O.H. — OVERHANG CUT: SQUARE X PLUMB � BEARING SIZE: REFER TO PLANS SEAT PLATES: YES X NO TOP PLATE HGTH : REFER TO PLANS ENO. LOADNG: REFER TO ENGINEERING TRUSS SPACING: 24" O.C. WIND SPEED: REFER TO PLANS ro ,I. TRUSS LAYOUT, DESIGN AND ENGINEERING MUST BE APPROVED & SIGNED BEFORE FABRICATION OF TRUSSES. ',/,,//,',, _ ,,," DATE: / -1 __/ ',',I MANNING TRUSS WILL NOT ACCEPT , % / ' , , ti ANY BACKCHARGES UNLESS PRIOR CO N ARRANGEMENTS HAVE BEEN MADE AND APPROVED, Dpo NOT DV OR ALTER MUMS PIGGYBACK ATTACHMENT DETAIL (MARKED AS) PIGGY 1 ON LAYOUT _Al „:„„„..... � R� � ATTACHr•` T { ! i� 24" cic MAX. SPACING TO TO - CHORD OF II u SETS ON TOP OF PURLINS SEEALPINE SUPPORTING I DETAIL SHEET FOR NAILING SPECS. I T T WALL LEDGER r , 9.1.2 WALL I I 19 -7 -0 WALL \ \ \ \\\\\ NA NA tt �3 rL�1 f J e ' CITY OF ATLANTIC BEACH Ford 411 BUILDING / ZONING DEPARTMENT L. Higgins ' 7 i 1/2 j 800 SEMINOLE ROAD C S. Doerr !.a' „, =I ATLANTIC BEACH, FLORIDA 32233 -5445 . 6. 5- ..4:7`4 TELEPHONE: (904) 247 -5800 FAX: (904) 247 -5845 ��, ± vP http: / /ci.atlantic- beach.fl.us PLAN REVIEW COMMENTS Permit Application # C)05 - 2 q s 9 0 Property Address: g 1 U P)4ie DI. 5 t L-N Applicant: r3E..S -r c c)Ni �i'J U Project: n) &I SF ).2 This it application has been: Approved ❑ Reviewed and the following items need attention: Please re- submit your a. • li 'on when these items have been completed. Reviewed by: t ' ---__ Date: 4/ • di-0 S f DEPARTMT F � ,�,� 1200 S PUBLIC L NE . F . Y 2 ... ATL41`i TIC BEACH O , FLORIDA 32 WORKS 233 -4313 .z s TELEPHONE: (904) 247 -5834 I� -,....4 F41C: (904) 247 -5843 G SUNCOM:852 -5834 http: / /ci.atlautic- beach.Il.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # QS oZ 15S Applicant: r3_STGO ► G. Address: a I 0 PA-fekn D15 s `V L.N K) ro}ect:. Na S, y Your application is approved as noted by the Public Utilities Department. Final application_ approval must come from the Building Department. a Your permit application has been reviewed by the. Public Utilities. Department and the following items need attention: ' EQ t' Ei.liCe ,SE2tllCz. A/Lt; P'X /S71.06, . / - /q -CS -- . /_te 11 0 a!a' : i_ . • - -' / i_� . ,ems -' ../......f .....r....: ` 1 . 1? 4 - ' ... _ . - ...iir .... 7 - Xff.. ..e..I - ....../..,.., .. .....i.di Amh-...". ' ' 'aJ de,(-46-6:" Please submit these requirements to th u c Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please. call (904) 247 -5834. Reviewed . • 11 o . a Kaluzniak, P • :. Utilities Director � Date /0 � Signature` Yed / lad /s' Contractor Notified Date '� s' CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: _ 6/0 ?Pa %?' Type of Development: RAD Flood Zone: x Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25 -7 -11 and all other laws or or. 'i anc; s affecting the proposed development. i Applicant's Si natur PP g ,,4 A Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ro ATLANTIC BEACH, FLORIDA 32233 -4318 Itl TELEPHONE: (904) 247 -5834 FAX: (904) 247 -5843 �' �j d '- n;.x. E' SUNCOM: 852 -5834 http: / /ci.atlantic- beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # QS 2- S 5 Applicant: 0E51 Cr0 Address: E3 l O rinC}e j4)D t- Project: I v b`J ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ck Your permit application has been reviewed by the Public Works Department and the following items need attention: Surety bond, as discussed in Public Works Director's letter dated December 15, 2004, must be in place before permit is approved. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247 -5834. Reviewer b'ck Carper, P.E., Public Works Director / / Date Signature Contractor Notified Date ft? /0 C fet CITY OF ATLANTIC BEACH BUILDING PEST APPLICATION (New / Residential & Commercial) Date: 1 / 111105 Job Address: RID T ra(J j e„, ' Q_,• Owner's Nam cs e: a ° ti Q ofQ cowl' Address: WW /n it Lai lI JJ i Vd . S * (o Phone: 64 3 14`1 Legal Description: Block Number: Lot Number: 47 Zoning District: PO Contractor: R2 I W / V j (iv* State License Number: CU.,. r ` (Y 5 Address: `14-40 /5 h may' l i y 1,,���C..� • ckio Phone: dike) 37 41 City: -,y [' State: rj Zip: Fax: Describe proposed use and work to be done: , Cu. 3 1/9te, - 3, l „ t, y dux/tie-9 Present use of land or building(s): n n Valuation of proposed construction: rl� 7 (43 .4 eik Is approval of Homeowner's Association or other private entity required? WOIf yes, please submit with this application. Will this pro' ct involve changes in elevation, site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. g g P 1 ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ ■ • . 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 y R� I emoval Permits to berev�iewed by the Tree Conservation Board, which meets two times each month. WV o y c 44 • - 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.ci.atlantic- beach.fl.us Page 2 Revised 1/04 i 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 in rma n provided with this application is correct. Signature of Owner: mil/ � Date: / / 1 LI/05 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 c• . t and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: / /- Date: 1 IF f OS Address and contact information of person to receive all correspondence regarding this application (please print). Name: 16 rev' L- Ord rq Mailing Address: 14. jai , 1 /4,11, 4 / , 1 I OA_ Phone: c ( k 37L 1 Fax: c1.0 l E -Mail: YA reiY1 beS 41.0 w li ktpalfie .e40/ AS TO OWNER: ® s>,ilrif. Sworn to and s�b'� ef this day of , 20 V S State of Fl i • C`c 'ity of 1> al 0 • w'. y %;(0, •'� ., 19 . * Notary's Signature: --- ---"'� .* . • • #0'0314663 1 °•Q .. `. a. E< known ♦ ' 'stl,a„ Ct 3 ` y • e 1:1 Produced identification °�+► kET pU • ; : S � `PFc AS TO CONTR�. $'+s� Type of identification produced Sworn to and subscrik.. •' 14410 l""'', 1 day of J eil er, vA 1 , 20 O S State of Florida, Go u a +ti fi' > c�`�uv F 1 ":" . P ' "" • gun ''9, 2008 •.*.. Notary's Signature: _PA /21044- SY °1 ,�. $003.14s'F ` 1 �• `� Personally known stv y , NO' ar (le • ' [=1 Produced identification °° C. ' { 5 -'A \ ts".■ Type of identification produced g !�l1IS� 800 Seminole Road Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 Fax: (904) 247 -5845 http : / /www.ci.atlantic- beach.fl.us Page 3 Revised 1/04 c n o .1., ›-z d N C b W J O, IAA W N -- f/J O' U A W N r G ?? . o t--,A g f?-=, 4 5 •e �T Es o" R n i 011 $ ,o g. 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P R O v v n v 0, 00 C N if ^N y N h y h ^ 2 2 ^w 2 H 22 22222222 H b h ^N m �y \ < e\C\ t t 0 5 0 Z 0 0 0 0 O 0 0 \' 00 00 o O o 0000 0 0 0 0 Z 0 z z z z zz z z zz zzzzz zz zz .z zzzzzz z z z z z\ a a> a a s as »5 as a »aaaaa a a a a a WATER IMPACT FEE WORKSHEET ADDRESS: DRAINAGE FIXTURE TYPE FIXTURE UNIT VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 2_ / 2_ Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 l 2 Drinking fount ' cema Floor drains 2 Hose bib 1 2-- ;— Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher L 2 Z Laundry tray (1 or 2 compartments) 2 Lavatory 1 2 3. Shower compartment, domestic 2 r Z Sink 2 Urinal 4 • Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 ( U Water closet, public installation 6 TOTAL NUMBER OF UNITS= I MULTIPLIED X 20 TOTAL $ S- 0 USX It.o6 CITY OF ATLANTIC BEACH a t PERMIT CALCULATION era Date: / -,2d , 0 f' Address ,/ f j/14O /SE L 4-,i E — /16 co SF /2 Heated Square Footage t 9G `} @$ / 0 0. 9 o per sq ft = $ / ? or G ? Z Gara / Shed YG f @ $ �Y riper sq ft = $ 2 .5 7Z 0 Carport(Porch 2 G 3 @$ 3 2.0 per sq ft = $ (/f Deck (3 @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ 2 3 2 6P0 Y Total Valuation 1 $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: v TOTAL BUILDING FEE $ ZONING: P(D +1/2 Filing Fee $ FLOOD ZONE: X () Fireplaces @ $35.00 $ — 0 - IMPERVIOUS SURFACE: c ,S"'oZ BUILDING PERMIT FEE $ WATER IMPACT FEE $ S d SEWER IMPACT FEE $ / 2 ,r-o WATER METER/TAP $ (1)3-- CAPITAL IMPROVEMENT $ 3 2- SEWER TAP $ 0 - C 025-'0 RADON HRS .0050 $ SECTION H PAVING ( ) $ — 0 -- CROSS CONNECTION $ 3S ST(2y310 SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . 10/06/05 Parcel Number - -47- Property Address . . 810 PARADISE LN ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . TO BE UPDATED Owner BESTCON OF JACKSONVILLE, INC. Contractor BESTCON INC 904 246 -3747 Application number . . 05- 00029550 000 000 Description of Work . . SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . Flood Zone Approved C Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH -� 800 SEMINOLE ROAD T j _w. ATLANTIC BEACH, FLORIDA 32233 ; INSPECTION PHONE LINE 247 -5826 ` 311E) Application Number 05- 00029550 Date 5/19/05 Property Address 810 PARADISE LN Tenant nbr, name NEW SFR 1256RAD /2438SCHG Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 232808 Owner Contractor BESTCON OF JACKSONVILLE, INC. BESTCON INC 4400 MARSH LANDING BLVD STE 6 4400 MARSH LANDING BOULEVARD JAX BEACH FL 32250 SUITE 6 (904) 246 -3747 PONTE VEDRA BCH FL 32082 (904) 246 -3747 Permit MECHANICAL PERMIT Additional desc . Sub Contractor . CHAPPELL HEATING & AIR Permit Fee . . . 115.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 115.00 115.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 115.00 115.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING C ES. e h , : , ea ",.,'.i. '„,„ -. ,:r BUILDING OFFICIAL May 12 05 0E4: 51p Dwayne (904) 724-1224 p . 2 • PP q 7 CITY OF A'TLANTIC BEACH 7 . ..,‘. MECHANICAL PERMIT APPLICATION Dote: 5 l / — , • Property Address: 9 ) � PA { A -- DI sr Owner: )e Si C e el Telephone*: :2 Lit, 3 7 V 7 Contractor: C.,, VW) '7 k. ikeca-kinc or i).;t Telephone ft: 1 v-1 1 3 t-i Li il J Contractor Address: 10 k .? ., • L 16_ Fax #: - 7,3 1 -1 1 3a LI Contractor Signature /..< J C / . ,00 . . , . , . ln coesidentios of permit rim for doing the wok as • - 2, in the above - • - - we hereby agree to perform said work in accordance with ate attached phew and speciaations which are a part . --•—• rand in accordance with lbe'City of Atlantic Beach ordinances and standards or teod Poetics thud therein. Type allotting Fuel: ' !father consnuction is being done on this building or site, list the building permit number: ..,‹ Electric Q Gas: _LP Natural _Central Utility oc • Z9 55 0 0 oil O Other- Specify MECZANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat Space Recessed 1Ceotral Floor 4 Re Air ConiTtioning Room Central — i Duct System: MateTial 0 Commercial Maximum capacity /gf 0 cEn )(' 0 Refrigeration New Building O Cooling Tower: Capacity *pm 0 Existing Building 0 Pire SprinAtters: Number of Heads O Elevator: _ Msalift Escalator (Number) 0 Replacement of Existing System - 0 Gasoline Pumps (Number) a Tanks (N 4, N..... butallation O LPG Containers (Number) (No system previously installed) O Unfired Pressure vessel 0 Estonian or Add-on to Existing System 0 Boilers O Gas Piping 0 Other - Specify 0 Other - Specify LIST ALL EQUIPMENT .4 AIR CONDITIONING. .1110,111GERATION lotsorserm & CONDENSOR'S knocvicS Number Mitt Description Model 0 bboufecturer Ton' s Agency / C O LLD 2 u/ 3 ifs 'Aut / Copp i,21 030 z ,,S HEATING — FURNACES. BOILERS. FIREPLACES & AIR HANDLER'S APProviett Number Unix Description Model if adanalisetwer 811.Ps Agency / 4 / 4 2 / ilk e 0/ 2 1,.. 9 ivi / g, 0 00 0 c / le493160 reff tie 3.0 o 6 O c.c - rtA.)C" a ,361 TANKS Nominal Opacity TYPc Ucluid Serial Ainnovin How Mow & DiatalSionS Contained biamdbctsuer No. ncy 000 Sentinel* Road • Atlantic Beach, Florida 322334445 Phone: (904) 24741100 • Fax: (904) 247-5045 • htto://www.clatlantic-beachiLas Revised 1/04 02/16/2005 10:19 FAX 904 48. 1151 VENTURE TITLE 4 BESTCON x1002 �t o Pactjj./4:4_ Doc # 2005047739, OR 8K 12289 Page 2150, • Prepared by Number Paces 2 Casey Laney an employee of Filed & Recorded 02/14/2005 at 10:39 AM, C as ey L n ee Agency, Ltd., LLLP JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY 4315 Pablo oaks Court RECORDING $18.50 DEED DOC ST $4Z0.o0 Jacksonville, PL 32224 (x)482 -1150 Return to: Venture Tine Agency, Ltd., LLLP 4315 Pablo Oaks Court Jacksonville, FL 32224 File No.: 801498 CORPORATE WARRANTY DEED This indenture made on February 11, 2005 A.D., by Bestcon of Jacksonville, Inc., a Florida Corporation whose address is: 4400 Marsh Landing Blvd., Suite 6, Ponte Vedra Beach, FL 32082 hereinafter called the "grantor ", to Bestcon, Inc., a Florida Corporation 6) 0 whose address is: 4400 Marsh Landing Blvd. Suite 6, Ponte Vedra Beach, FL 32082 hereinafter called the "grantee ": 0 0 (WI dolt terms "Grantor" and "Grantee" snap Induce singular or plural, corporation or Individual, and either sex, and shall include heirs, legal representatives, successors and assigns of the same) Witnesseth, that the grantor, for and in consideration of the sum of Ten Dollars, ($10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Duval County, Florida, to -wit: Lot 47, PARADISE PRESERVE, according to the plat thereof, as recorded In Plat Book 57, pages 31, 31A through 31C, of the Current Public Records of Duval County, Florida. (?* Parcel Identification Number: 1723861100 Subject to all reservations, covenants, conditions, restrictions and easements of record and to all applicable zoning ordinances and /or restrictions imposed by governmental authorities, if any. To Have and to Hold, the same In fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is Free of all encumbrances except covenants, restrictions and easements or record, and taxes accruing subsequent to December 31, 2004. 4.15 Rev. 06/03 Pago t of 801498 Received Time Feb.16, 12:084 02/16/2005 10:20 FAX 904 482'1151 VENTURE TITLE 4 BESTCON tj003 In Witness Whereof, the said Grantor has caused this instrument to be executed in its name by its duly authorized officer and caused its corporate seal to be affixed the day and year first above written. Bestcon of Jacksonville, Inc., a Florida Corpo . i • / ?.A a . -auI W. Nichols, President 00" OpA� • rporate seal) SEA Signed, sealed and delivered In our presence: W Signature Witness Sdgneturr Print Name: CAS � --C• Print Name: ) - Lr'i State of Florida County of D t , , THE OREGOING INSTRUMENT WAS ACKNOWLEDGED hafore me on A- //4 day of by Paul W. Nichols, as President, and, as on behalf of Eestcon Jacksonville, Inc., a Florida Corporation, existing under the laws of the State of Florida, who is /are personalty known to me or who has/have produced a valid drivers license as identification, -- N TARY PUBLIC CASEY B. LANE (mil uv c.OH0415510N a DD36689 ogpber 26.7A08 Printed Name of Notary My Commission Expires: 4.15 Rev. 06/03 Page 2 of 2 801498 Received Time Feb.16. 12:08N