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Permit 1489 Marshview Court 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 . • • • . 6/27/03 Parcel Number • • . • 1489 MARSH VIEW CT Property Address ATLANTIC BEACH FL 32233 Subdivision Name • . Legal Description • • • TO BE UPDATED Property Zoning . • Owner Contractor BESTCON, INC. 904 246 -3747 Application number . . 03- 00025391 000 000 Description of Work . . SINGLE FAMILY RESIDENCE Construction type . • . TYPE VI Occupancy type • • • ZONE AE Flood Zone Approved Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL ri ❑ > W Cn 0 CL 0 Ir F .___I N F- W J U] CL W (1) C C C.0 CO c cc co -1-1 Cc) Z O C C 0 0_ 00 ¢ O wW z - CnCY U.1 CC Cr Q_ H N m "co " Cn F —HF—JE 1 — J w z cn m z Z J N * ° 0 o o °W Cn ❑ 0 ❑I- W u * zZ z CnW0Z>- _ Z 0 3 (n * * ~CnWJU' cr,,cr 0 0 a. * F- w w- w I- Li_ I- W Cl O • H Z 0 JCCZZ CYO --WHOM LLO Z 0 W C =❑=JUJ r XI LL I- CO mI-J❑ Cif: O -) CC 0 3 w zzo¢cn CL❑ZWI F UH� o re F - tY (L m F- M Cn N I CL i C° n ¢ mc = mo CI) H CL / �� N wcc U (.3 0 ~ CnJ3COm F- WOCr) •• W Cn N * rt OO JF- >- J CC >- CC •• CD _I CY CLM F- mJHWCLC7 CO ❑ W H * CfOZ -+Z ❑ J3USZ W 0_ * ■-.CC 3W J r rx ¢ t 00 C= ZUH ❑ J F- W Z U J * re F -- oCC w W CnC rI- W CC CC W •• C3 z 2C * wz ww F-> -W❑Ur -+ > > ❑ 0 •. .. ZH OOWMCYCLCC O O H n u_ H m r r d Z Cr � Cn O m 3 C CY CO C_) CZ Cr) »renw �� ❑U [L CL J : OOJW z rnw00 0 W U0z w • -) JCL0 -+ x 0 C= > F- CC Z -1 C= C> ❑ _-, z -Icc pm CC --' , �i M roo r* I ••h•ZS 1 mom r- -••fi• L .. •...11.L1.---.17.8 I • °PF T80 - = ill F -' - - T t T r .- a ue In 0 LW L W W 0 N 1 Z. 8.T •T - - U P W = i 1 a r I I II m a M m- 8.1 .T ral )1 a a .. .s. r N r s r M T� `" N Eu8 . -' a + i -y ] •"-- 8..T.8 WO M - i I-- •OT- -I 1 F---- .9 -t ..17-1 •• 9 . Z 1 •. 0 T . L --•+ -- . 9 +- . Z T F. ._ 8..E.hS 1 r w . , w 4S 6 " / all \ l/ 1. a 1 I it/ 1 lb • . _ W i il \ fi : =.........7r.a = i mo, \ \ ■ 4.11 \ \ 114 \ 4 , . 4 , . . r " _ ) P. ) 11. rm ro. I Ro \ ) s. l,, 44,11 C .. / / \ / two /, r. \ \ / \\\ r. A A S ' , \f/ I A At \ A P. 0 Pr / f v. re ,. IP N/ 7 " . m / /\ / /N \ / \ \ / \ \r/ A \ \ If A \ : lip r M \ 71/1 \ ifi A/\ ) AV ‘ II It y ■ / Kr \ \ 7 " i i 1 / / 7 ) ) _ m r 4 w k . • . . A 0 4 fii i k - V * P . . . 1 A ,‘.. w ■ . ' / / \ , . . A 4 # \ / \ m o i 07 \ / \ A / \ TA# . v. /Tv- ■ ,/ s i . 4„, , , \\ \ „ , , 0. / / .,. . \ .0 0. 0. ... 00 411141% \ *T/ / )) PP MANNING BUILDING SUPPLIES John Williams 4 Dec 200210:42 am 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256 -0000 (904)268 -8225 tiots FASTBeam® Engineering Analysis ©1996 -2003 Georgia- Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : B0907F.FBD BESTCON - LOT 14 HIDDEN PARADISE Mark # : Beam - Floor BM1 , 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 v" 11' 8 1/2" I os. 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 ow 1 Uniform(plf) 1 1 0 1 1 0 100% 0 0'0" 11' 81/2" 2 Span Carried(psf) 42 30 125% 0 0' 0" 6' 0" 18' 1 1/2" s.c. - 3 Span Carried(psf) 42 30 125% 0 6' 0" 1 1 ' 8 1 /2" 30' 0" s.c. - Uniform(plf) 15 0 0 0 11' 81/Z' Self Weight Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. leo SUPPORTS(Ibs) 1 2 Max R'n 3306 4035 rig Min R'n 822 1030 DL R'n 822 1030 Min Brg(in.) 1.67 2.04 [Based on bearing stress below] Brg Str(psi) 565 565 ,,,,„ DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 2942 1 11' 7" 71 13300 125% 0.22 M(ft -Ibs) 10770 1 6' 7" 71 44445 125% 0.24 LtRn(Ibs) 3306 0 0' 0" 71 6921 100% 0.48 See Note #5 " RtRn(Ibs) 4035 0 11' 8" 71 6921 100% 0.58 See Note #5 LLDefl(in.) 0.10 1 5' 10" 71 0.39 L/1459 TLDefl(in.) 0.13 1 5' 10" 71 0.59 L/1091 " USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth selected by User G -P LAM tm Georgia- Pacific Corp. pm 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 edge. 3. Loads have been Input by the user and have not been verlfled by Georgia- Pacific Engineered Lumber Technical Services. go 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 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 verlfled (by others). e!"' 7. When required by the building code, a registered design professional or building official should verify the Input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. , 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d na11s @ 12" o/c along top and bottom edges and thru center. Nall from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. For explanation of GROUP, change to expanded printout r op MANNING BUILDING SUPPLIES John Williams 4 Dec 200211:04 am 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256 -0000 (904)268 -8225 IP FASTBeam® Engineering Analysis ©1996 -2003 Georgia - Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : B0907F.FBD BESTCON - LOT 14 HIDDEN PARADISE Mark # : Beam - Floor BM2 pp Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 13.5 " , 565 Dsi 3,5 ". 565 psi 3.5 ". 565 psi i i 3.5 ", 565 psi LJ U LI fro LOADS Project Design Loads : Floor. Live =40 psf, Dead =15 psf, Root 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 r 1 Uniform(plf) 110 110 100% 0 0'0" 30' 0" 2 Span Carried(psf) 42 30 125% 0 0' 0" 30' 0" 4' 0" s.c. - 3 Uniform(plf) 150 107 125% 0 0'0" 30' 0" 4 Span Carried(psf) 55 40 100% 0 0' 0" 10' 3 1/2" 10' 5" s.c. - 5 Span Carried(psf) 55 40 100% 0 10' 3 1/2" 14' 10" 3' 6 1/2" s.c. - 6 Span Carried(psf) 55 40 100% 0 14' 10" 30' 0" 15' 9" s.c. - 7 Concentrated(Ibs) 3588 2609 100% 0 30' 0" Uniform(plf) 22 0 0 0 30' 0" Self Weight *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 3 4 Max R'n 3854 8744 7119 6665 Min R'n 889 2121 1535 1557 PP DL R'n 965 2121 1535 1730 Min Brg(in.) 1.50 3.00 3.00 2.25 [Based on bearing stress below] Brg Str(psi) 565 565 565 565 DESIGN ° 11° Value Span X Group Allow LDF Ratio V(Ibs) 3999 1 14' 1" 74 19950 125% 0.20 M(ft -Ibs) 11360 1 6' 3" 72 66668 125% 0.17 LtRn(Ibs) 3854 0 0' 0" 72 10382 100% 0.37 See Note #5 vo RtRn(Ibs) 6665 0 30' 0" 72 10382 100% 0.64 See Note #5 IntRn(Ibs) 8744 0 14' 2" 74 10382 100% 0.84 See Note #5 LLDefI(in.) 0.09 1 7' 1" 72 0.47 L/1902 TLDefI(in.) 0.12 1 7' 1" 72 0.71 U1444 aso USE GPLAM 2.0E 1.75x16.00" 3 Plies Grade, Depth 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. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. "" 3. Loads have been Input by the user and have not been verified by Georgia- Pacific Engineered Lumber Technlcal Services. 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 maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. elm 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12" o/c along top and bottom edges and thni center. Nall from altemate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. For explanation of GROUP, change to expanded printout ir FACE MOUNT HANGERS SIMPSON Strong-Tie CONNECTORS OM Dimensions Fasteners Allowable Loads Joist Model Uplift l Uplift 1 DF /SP Species Header SPF Species Header Size No. W H f, 8 Face Joist (133) (160) X100) (115) (125) Floor (115) (1 25) 3' -'a x 14 HU3.31 /14MIN 3 13 21/2 ! 20 -16d 8 -10d 1 1205 1445 1 2680 3080 3350 2320 1 2670 1 2900 I HU3.31 /14MAX 3 13 21/2 26-16d 12 -10d 1810 2170 3485 4005 4355 3015 i 3470 3770 3 x 7 U46 3 4 1 2 I 8 -16d 4 -10d 590 1 710 ! 1065 1225 I 1330 1 920 1060 1150 LUS48 3 6 2 I 6 -16d 4 -16d 1075 1165 1 1265 1 1455 ' 1585 1050 ! 1210 1315 HUS48 3946 1 7 2 I 6 -16d 6 -16d J 1165 1165 1505 1730 1885 1240 1425 1550 31/2 x HU48 MIN 3 6 I 2 10 -16d 4 -10d I 605 1 725 I 1340 1540 1675 1160 1 1335 1365 71/4 - 91/2 HU48 MAX 3 6 2 14 -16d 6 -10d 905 1085 1875 1 2155 2345 1625 1 1870 2030 HHUS48 3 /e 7 3 I 22 -16d 8 -16d 2000 2000 3885 4465 4855 3275 1 3765 4095 , HGUS48 3 1 6 4 I 36 -16d 10 -16d 2650 1 2650 6140 1 7060 7675 5225 I 6010 6530 , 3 91/4 2 8 -10dx1 t/2 1 2- 10dx1 I 245 255 1 730 835 910 I 625 720 780 IUT410 3 9 2 8 -10d 2- 10dx11/2 245 255 890 1020 1110 770 885 960 MIU49 3 8 2 14 -16d 2- 10dx1/2 240 255 1 1860 2140 2330 1610 1850 2010 1 3 x LUS410 3 8 2 8 -16d 6 -16d 1550 I 1550 1765 2030 1 2210 1465 I 1680 1830 , 1 9 /° - 14 U410 3x/46 8 2 14 -16d 6 -10d 890 l i 1065 1860 2140 2330 1610 1850 2010 HUS410 3 9 i 2 8 -16d 8 -16d 2160 1 2590 2010 2310 2510 1650 1900 2065 HU410 MIN 33/46 8 % 21 /2 14 -16d 6 -10d 905 1085 1875 2155 2345 , 1625 1870 2030 HU410 MAX 3 8 2 18 -16d I 10 -10d 1505 i 1810 2410 2775 3015 1 2090 2400 2610 3 x HHUS410 35 /8 1 9 3 30 -16d 10 -16d 2855 3430 5190 5900 5900 4385 1 5040 1 5480 91 /4 - 20 I HGUS410 3 I 8 4 1 46 -16d 12 -16d 3385 3665 ! 7750 I 8665 8665 6605 I 7595 8255 3 i 111/4 f 2 110- 10dx11/2 2- 10dx1 245 ! 255 j 910 1045 1140 780 895 975 owt IUT412 3 11 2 10 -10d 2 -10dx1 /2 245 1 255 1110 1275 1390 960 1105 1200 MIU411 3 11 2 16 -16d ' 2- 10dx1 240 255 2130 2445 2660 1840 2115 2300 31/2 x LUS414 3 103/4 1 2 10 -16d 6 -16d 1550 ! 1550 2030 1 2335 ' 2540 1695 1945 2115 + 11 -16 U414 3 10 2 I 16 -16d 6.10d 890 1 1065 2130 1 2445 ' 2660 1840 2115 2300 HUS412 i 3 10 ! 2 10 -16d 10 -16d 2700 3240 2510 2885 3140 2065 2375 2580 HU412 MIN 3 10 2 16 -16d 6.10d 905 1085 2145 2465 ; 2680 1855 2135 2320 HU412 MAX 3 105/18 1 2 22 -16d 10 -10d 1505 1810 2950 3390 1 3665 '1, 2550 2935 3190 rsw 3 1 / x 111/4 - 20 HGUS412 3 10 ! 4 56 -16d 14 -16d 3665 ! 3665 9365 10770 11335 7985 9185 9985 3 133/4 2 14- 10dx11/2 2- 10dx11/2 245 255 1275 1465 1590 1 1090 I 1255 1365 IUT414 3 13 2 14 -10d 2- 10dx11/2 245 1 255 1 1555 1785 1940 1345 1545 1680 no MIU414 3 13 1 2 18 -16d 2- 10dx1 240 255 2395 2755 i 2990 2070 2380 2590 z 31 /2 x HU414 MIN 3 12 2 18 -16d ' 8 -10d 1205 1445 2410 2775 3015 2090 1 2400 2610 z 14 20 HU414 MAX 1 3 12% 1 2 24 -16d 12 -10d 1810 2170 3215 3700 4020 2785 3200 3480 a. HU416 MIN 1 3 13 2 20 -16d 8 -10d 1205 1445 ! 2680 3080 3350 2320 2670 2900 Poo HU416 MAX 3 13% 2 1 26 -16d 12 -10d 1810 2170 3485 4005 4355 3015 3470 3770 y HGUS414 3 12 ' 4 66 -16d 16 -16d 3665 3665 10980 11335 11335 9370 10775 11335 z 3 I s Q 16 - 24 MIU416 3 /16 15 / 2 /2 20 -16d 2 -10dx1 2 1 240 255 2660 3060 3325 2300 2645 2875 181/228 M1U418 3 171/4 I 2 22 -16d 2- 10dx1 240 255 2925 3365 , 3420 2530 2910 3160 z 2 3'/2 x MIU420 39' 19 2 24 -16d 2- 10dx1'/2 I 240 255 3190 3670 3705 2760 3175 3450 0 20 -30 1 WO 4 - 4% x 1 MIU4.75/9 1 4 9 2 14 -16d 2- 10dx1 240 ! 255 1 1860 2140 2330 1610 1850 2010 E 91 /4 -14 I U3510-2 1 4 83/4 1 2 14 -16d I 6 -10d 890 . 1065 1860 2140 2330 1610 1850 2010 a 411 - 4 x M1U4.75/11 4 11 2 16 -16d 2 -10dxl 1 / 2 240 255 2130 1 2445 2660 1840 i 2115 2300 v 11 18 U3512-2 4 11 /a 2 16 -16d 6 -10d 890 1065 2130 2445 2660 1840 1 2115 1 2300 PPP 4 - 4 x MIU4.75/14 4 131/4 2 18 -16d 2- 10dx1'/2 240 I 255 1 2395 2755 ' 2990 2070 1 2380 2590 r 14 - 22 HU3514-2 4 13 2 1 18 -16d 8 -10d , 1205 1445 2410 1 2775 3015 2090 2400 2610 a. 6 MIU4.75/16 4 1 15 2 20 -16d 2- 10dx1 I 240 255 2660 ! 3060 !, 3325 2300 ! 2645 1 2875 9 41/2 8 4 24 x HU3516 -2 MIN 4 15 2 20 -16d 8.10d ' 1205 1445 2680 j 3080 3350 2320 2670 2900 flyng HU3516-2MAX 434 15 21/2 26 -16d 12 -10d 1810 2170 3485 4005 ' 4355 3015 3470 3770 41/2 - 45/8 x 1 , MIU4.75/18 ! 4 17 , 2 I 22 -16d 12- 10dx1 240 255 1 2925 3365 i 3420 2530 2910 3160 18 -28 MIU4.75/20 4 19 2 24 -16d 2- 10dx1 I 240 255 3190 3670 3705 2760 3175 3450 VP 2 _ 6 ■ 20 0 4 43 x HU3520 -2 MIN 43/4 19 2 20 -16d 8 -10d 1205 1445 2680 3080 3350 2320 2670 1 2900 1 i HU3520.2 MAX 4 '; 191/4 2 j 26 -16d 12 -10d 1810 2170 3485 4005 4355 3015 , 3470 j 3770 1. See Conversion Chart. page 5 for alternate nails. 4. Roof loads are 125°6 of floor unless limited by other criteria. 6. MIN nailing quantity and load values — offs 2. 10d common nails 0116d sinkers (9ga x 31/4 ") Floor loads may be adjusted for other load durations according to fill all round holes: MAX nailing quantity and may be used instead of specified 16d nails at the code. provided they do not exceed those In the roof column. load values —?i!I all round and triangle holes. 0.83 of the table load value. 5. Uplift loads have been increased 33% and 60°6 for wind or earth- 7. Double shear hangers—joist nails must be 3. 16d sinkers (9 ga x 3'..'� may be used instead of quake loading with no further Increase allowed. Reduce by 33% driven at an angle through joist into the the specified t Od commons with no load reduction. and 60% for normal loaning such as in cantilever construction. header to obta n table loads. 33 ADJUSTABLE SI THA /THAC TRUSS HANGERS Tie !.t' amoimum The THA426 and THA426 -2 provide connectors for 24" floor trusses. The THA series' extra long straps allow full code nailing and can be= r " field- formed to give top flange hanger convenience. r } • , MATERIAL: See table. . R i ,,, FINISH: Galvanized ; INSTALLATION: • Use all specified fasteners. See General Notes. " I • With single 2x carrying members, use 10dx11/2" nails into the O x sl carrying member, and 10d or 16d commons into the carried member, and use 0.81 of the table value for 18 gauge, and 0.68 H 9 e, 1 swo of the table value for 16 gauge. c : ' `` ; ,x r • Two different installation methods may be used: r` Ttin q■ Maximum nailing — Install all face nails according to the table. 2 tor �` Nails used for the joist attachment must be driven at an angle so I THA422 -2 1 7 that they penetrate through the corner of the joist into the header. W ' 2 . .) THA42s•2 ` Minimum nailing —For the THA29, the minimum nailing schedule requires the use of joist double shear nailing as detailed above, THA29 � 'L ,I1 and that the strap be field- formed over the header a minimum of rio 21/2'. A minimum of four top and four face nails must be used. THAC422 THA • For all models except the THA29, the minimum �5 = nailing schedule may be followed where double shear 7:::ri- ® nailing is not possible, provided the strap is field- formed ,, over the top of the header a minimum of 1' /2" for the 4 Top Nails THA213 and THA413, and 2' for all others, and a 4x Nailer minimum of four top and two face nails are used. _ ' // The joist double shear nailing tabs are easily l al _= straightened so that the nails can be driven straight °" into the joist.��Py 2 ® CODES: BOCA, ICBO, SBCCI NER -209; City of L.A. iwg‘' F Fa , f Nails RR 24949; Dade Co., FL 00- 0512.06. Typical THA Installation 1 g ", Joist Straight Nails a" Dome Double Shear Nailing prevents Double Typical THA 4 "- tabs breaking off Shear ARO Double Shear • Minimum Nailing ( available on Nailing /I II Nailing Top View Configuration on ow some models) Side View U•S• Patent 4,480,941 a 4x Nailer NU I I� � Canada Patent 1,193,418 (except THA29) U.S. Patent r�� 5,603,580 v Dimensions Fasteners' Doug -Fir- :bare SSIIleriplte Spruce - Pine -Fir Minimum Down ' ADswab14 Allowable Loads Carried Model Ga Carrying Carried Avg UpIi t2 F leo4 `� ; R UpilftZ Floor Snow Root ow Member W H C T Member Face Straight mbe Slant lilt ( 133 160) . ( 10) , , (125) 160) (100) (115) (125) Z MINIMUM NAILING —TOP FLANGE Q w 2x4 THA29 18 1% 9% 57, 4 -10d 4 -10d — 4 -10d 8167 750 2260-.. 230 2350 750 1740 1785 1815 IT 2x6 THA213 18 1% 13% 57, 4 -10d 2 -10d 4- 10dx1y, — 5343 . — 1615 1615 1615 — 1280 1280 1280 0 tir 2x6 THA218 18 1% 17%, 57, 4 -10d 2 -10d 4- 10dx17, — 5343 — 1615 1615 1615 — 1280 1280 1280 y (2)2x10 THA218 -2 16 3y 17% 8 4 -16d 2 -16d 6- 16dx27, — 5085 — 1635 1635 1635 — 1465 1465 1465 0 (2)2x10 THA222 -2 16 3y 223 , 8 4-16d 2 -16d 6- 16dx27, — 5085 — 1635 1635 1635 — 1465 1465 1465 8. 0 4x6 THA413 1 8 3% 1 338 8 4y 4 - 10d 2 -10d 4 - 10d — 5343 — 1615 1615 1615 — 1280 1280 1280 <n r• 4x10 THA418 16 3% 17y, PA 4-16d 2 -16d 6 -16d — 5085 — 1635 1635 1635 — 1465 1465 1465 g CI 4x10 THAC418 16 3% 177, 77A 4 -16d 2 -16d 6-16d — 5085 — 1635 1635, 1635 — 1465 1465 1465 t 4x10 THA422 16 3% 22 7A 4 16d 2 -16d 6 16d — 5085 — 1835 1835 1635 — 1465 1465 1465 r a MAXIMUM NAILING — ALL NAIL HOLES FILLED 0 2x4 THA29 18 1% 9% 5y — 16 - 10d — 4 - 10d 8250 750 2125 2310 2350 750 1740 1785 1815 0 c X8 2x6 THA213 18 1% 13348 5y — 14 -10d — 4 -10d 7983 930 1795 1840 1870 780 1385 1425 1450 R ; 2x6 THA218 18 1% 17% 5y, — 18 -10d — 4 -10d 9120 930 1795 1840 1870 780 1385 1425 1450 0 y (2)2x10 THA218 -2 16 37, 17% 8 — 16 -16d — 6 -16d 11500 1550 2830 3050 3050 1355 2385 2740 2820 (2)2x10 THA222 -2 16 37, 22X 8 — 22 -16d — 6 -16d 13067 1550 3510 3595 3650 1355 2705 2775 2820 PP 4x6 THA413 18 3% 1 3346 47, — 14 -10d — 4 -10d 7983 930 1940 2235 2400 780 1660 1910 2075 4x10 THA418 16 3% 177, 7A — 16 -16d — 6 -16d 11500 1550 2830 3050 3050 1355 2385 2740 2980 4x10 THAC418 16 3% 177, 7A — 16 -16d — 6 -16d 11500 1550 2830 3050 3050 1355 2385 2740 2980 4x10 THA422 16 3% 22 7'A — 22 -16d — 6 -16d 13067 1550 3630 4090 4145 1355 , 3075 3145 3195 i 1.16d sinkers may be used to replace 16d commons at 0.85 of table load. 3. Roof loads are 125% of floor loads unless limited by other criteria. Floor loads may be adjusted 2. Uplift has been increased 33% and 60% for earthquake or wind loading with for load durations according to the code, provided they do not exceed those in the roof column. no further increase allowed; reduce for other load conditions as required by code. 4.160°/ uplift load for THA422 -2 and THAC422 -2 is 2060 lbs ro 64 1. HARDWARE SCHEDULE IP REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS 26 2785 3325 1550 (14) 16d (6) 10d X 1.5 TRUSS vs B HUS 28 3380 3585 2000 (22) 16d (8) 10d X 1.5 TRUSS C HGUS 28 -2 6245 7810 2650 (36) 16d (20) 10d X 1.5 2 PLY TRUSS +10 D HGUS 28 -3 6245 7810 2650 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL /R 26 800 1000 765 (6) 16d (6) 10 d X 1.5 TRUSS F SUL /R 210 1330 1660 1250 (16) 16d (10) 10d X 1.5 TRUSS t0" G LSSU 210 960 1200 625 (10) 10d (7) 10d X 1.5 TRUSS H THJA 26 2190 2740 1340 (16) 16d (5) 10d +(7) 10d HIP JACK I THA 422 3630 4145 1550 (22) 16d (6) 10d X 1.5 SYS 42 v. J SUR /L 410 1860 2330 1275 (16) 16d (10) 16d SYS 42 K IUT 312 1360 1200 245 (14) 10d (2) 10d X 1.5 I- JOIST L IUT 312 -2 1855 2320 905 (16) 16 (6) 10d DBL I -JOIST M M MIT 316 2400 (12) 10d X 1.5 (2) 10d X 1.5 I -JOIST N SUR /L 310 1860 1785 720 (14) 16d (6) 10d X 1.5 I -JOIST „ 0 SUR /L 314 2395 1795 960 (18) 16d (8) 10d X 1.5 I -JOIST P LSSUH 310 1385 1050 990 (14) 16d (12) 10d X 1.5 I -JOIST Q HU 11 2185 2270 920 (22) 16d (6) 10d X 1.5 1 PLY LVL • R HGUS 48 5472 6840 5837 (36) 16d (24) 16 d 2 PLY LVL S HGUS 412 9535 11335 4780 (56) 16d (36) 16 d 2 PLY LVL T HGUS 412 L 8512 10640 8755 (56) 16d (36) 16 d 2 PLY LVL ±e• U HGUS 412 R 8512 10640 8755 (56) 16d (36) 16 d 2 PLY LVL ✓ HUC 412 6102 6801 3100 (56) 16d (36) 16 d 2 PLY LVL W HGUS 5.25/12 9535 11335 4780 (56) 16d (36) 16 d 3 PLY LVL PP X HGUS 7.25/12 9535 9665 4780 (56) 16d (36) 16 d 4 PLY LVL UL1 H16S NA NA 1600 (10) 10d (2) 10 d TRUSS UL2 H16 NA NA 1600 (10) 1Od (2) 10 d TRUSS wo UL3 H16 -2 NA NA 1600 (10) 10d (2) 10 d 2 PLY TRUSS UL4 MTS 12 NA NA 1000 (7)IOd EA. SIDE NONE TRUSS UL5 HTS 20 NA NA 14501(10)10d EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 1995 2135 (26) 10d TRUSS UL7 MGT NA NA 4200 (22) 10d PLUS UL8 UL8 PHD 5 NA NA 4500 14 SDS 1/4X3 ADD UL7 TBS 2 -24 (4) 10d X 1.5 TRUSS BRACING 12 BRITE COM woo 1 -3/8 TRUSS NAIL 3/4 X 023 BANDIN SNAP ON SEALS ri osom Too OM Ln . csi O Z L Lo O C NI u. PO E H ^ ■ \ \ J < ('7 •--1 ••--1 u'' Z Ol d' 0 LC' 0C X ' - LO m • N Y p a., = CO , , RCAF 1- MI LLI LLI Z Z LL • l- L) U.- t 3 ' O' O W S LC) LLI < CC L) W CC d' �p U CC 0 0 S V) IL 7 N N CO OR L LL LL L.L U z CO � � Li to !n (n N N V I d d d c_ d Z M LO c ce 000000 W. O S L) p • O N ` .-1 Lc) r-1 N .6 U 0 m 'O N \ • U L U 1}�O -. • U CO ° ¢ O N O. 1 I \ 0 Q Z - O O J J J J J LL •--, - LL U t-) U U 0 = d a = • L-+ I- CO CO F- 0 CO z -- = 3 C N L 0 -- L ' N = i cl • Moo J ro 111 = '- Q I i!) 4 l: Q • N U •V — to A.-; • : �.( W N r- CC III �.��IT� N A ' �i1 4 ,�'s..��G \Gj U MP Q O O) d . Lo ' :I 1� 14 .r.� • on. 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PAGE 1 "ate: 12/04/2002 MANNING BUILDING SUPPLY LOG #: B0907 TRUSS DIVISION JOB #: JACKSONVILLE alesman: JOHN FERGUSON Pitch: 7/12 Customer: BESTCON HOMES Job Name: 'Address: 2440 South Beach Parkway Address: Lot 14 Hidden Paradise Jacksonville Bch,FL. 32250 Designer: JW Left Right Qty Span O.H. O.H. Description 1 22'6" 2' 2' Al 1 22'6" 2' 2' A2 1 30'4" 2' 2' B1 4 30'4" 1'11 "1 2' B2 2 22'5 "8 0' 0' B3 1 20' 2' 2' Cl " 2 20' 2' 2' C2 2 10'2 "8 2' 0' C2A 1 26'1" 2' 0' C3 m 1 26'1" 2' 0' C4 3 26'1" 2' 0' C5 15 3'11 "12 2' 0' C6 6 20' 2' 2' C7 1 20' 0' 2' C8 1 11'3 "8 2' 2' D1 6 11'3 "8 0' 0' D2 "+ 1 30' 2' 2' El 7 30' 2' 2' E2 3 18'1 "8 2' 0' E3 1 14'10" 2' 0' E4 21 - Trusses 0 - # of Hardware 0 - # of I -Joist 7 - Piggy's 33 - Jacks 0 - # of Beams 0 - # of Rim Board 61 - Total Trusses r 0 > w CI) cn 0 � H ( a W CC mflo Li u , Lu ~ N Z Q I- m CO CC a? U C.0 C C U) -I-1 C.0 Z CE U) 0_ CD — CA CY W cL co vol N W ZCnOZ� Z co O 0 W J = CnWOZ>- Z U J Cl CY∎-12 J0J 0 F-i I- Lt. 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L OW CC LID 4-) CO W CO N to O NJ N N \ to O N VI to • CO \ • ¢ - N CO O o F CO ti >- \ \ M Q CC (NI M r - t > IX 0 • Z 0 ,_..r � • .-a v V 3 7 S Z Ill V) V 0 W I--- 3 W Z W O ( n W Q CC O WW CC sY Cr to CC 0 CI) 2 (n LL 7 Z CO p r CO 'Cr SD II U - W W W N J N N N N V) D t� O , d d o. d a o V CO L C) O 0 O H 0 0 0 0 0 0 ro N c no O II \ N -,1- ,-+ N co 3 .a �� N 3 o V \ C\J • o .. ^ ti M O O W d ,, v 0 J J J J J W 1-1 a U X v) J O J C> Z N W C L.C) O I CC Q Q x v v v v 0 a . " L N H- V- CO CO p (n cc m a. a L 1— p C U Cli N V = ir U ▪ ' • h. i li y O v O O AL a � • ''V v o m CO O -44...... •.. \ a 3 'O 3 N i .--1 LIJ • CA , � V o c >, II ▪ " , ....rwN j P � v to S= J 4- `~ U 3 r0 C1 O S H L 'D U 7 i7 so_ v m v E Y - o OOP N 0 C L z J 3 • Q W < d 10 111 At O rm PO O CD S- lc i o f d o O + ax _ N OP m CP LL O w fp m 1\1 O a L 1:1_ i CO CO O J- r O c M 4- II O 3 < L . 4- 0 V O \ r-i ti li CM 4 O 1 u) m % p • - ` :c ce . 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LL. o - m 0 CL O Cl Cl z o d \ O O O O O L-) O f WX N • N W O \ o O a) <0 O n Lo O N CV f.R J - L O \ N ..0- ..0- eZ U r, C r N v \ • CO H a) CO M • V W C, pl Q L Y \ Q o Z _ -.3 U Cl 0 J J J -I J LL PAII = W N C O J ~ = o Cr) O) CO Li C_J CJ U C1 O 0 CL. 2 N - 3 r-, I— I CO CO I— D N a) O J w Y O O = O) O 4- • o C Cl- PP -C L V) a) CO Z CZ N C, c E O a G,. * E 4 - N a) r L7 \ cC II Y Y II Y O LP fi t No ° w 4 0 = •N r rn t� �; C Y a) - C7 • 'r 3 L CU % - "...a.....0 0°. • 0. a) 3 'O _C a) E % cc, CD O PA 0 M L) 0 ,- -) - > d' CO 4 0 N 3 3 Vt - O 0 x 3 C7 z Q c O r Jr -o a) Y = LO E a n tv "4 — t (m 1-1 m E Y • Y 0 N y io CO .0 r x it � O V m M II 4- to J = PO N 0 J •I- a) CO 11 N .- C] CC C7 V N a H N v,m NO CI L s r 0 Q $ b�_ M d' U U O x C „- r . . .. a r a < � oii, o nn W - X 41.1 CJr „a� °i ° °z":aa2�wo a c0 M i .� n N e co L ::!::'::!:::::: U \ C *10 m N 7: - i 3 2 2 = , , i ..: : : ' - ' ,L,_. :, , , : O O • V r- L U ®+ O 9� Y N a : :0 " : L L , = : , 7 O L % tiu Z � � Q Q V ll z � '- O v) as ¢fo� - 0 -•d m m ,ft v, : woz .. x O N m N is) Z Z Y r L N N CO O a) C yd' C Cl U F- 6, gs C1 0- CL a "O z O M•o . 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O J Ra. .� O O O v a) d I- CO p CO O O cc 4 LO O N I X CO Q PM Ln O CO 0 o 0 L -t < N •--■ = r Y cc O . .--1 .-1 ` Z Ol C > Y Ln m M d- 3 .--1 m ,� N WO w x 3 V w W 3 LL I-- O m LL I- 3 ' 0 0 W +'' F- t0 fn W < C () W 0_' C m O CO N O_' 0 O 2 L) LL ' C O O - m 3 L 1 LL_ L L LL_ Lk- LL_ Pi Z �_ CO CO CD V) N V) V) N 4 m GA MA . n- 0 _ U- . in 133 l `Y NY L. W a M ,z O O O O O N O w W W C.J. c) II f - n W m 3 ° w O \ O r` La O ,t r--i N osi i () r.-r U CO O • • ° W i— co . M !j9 0 il 1--I CO • v 0 O Q) Q O :� x \ 0 >c0000000;0•1) Q 3 O O N X CO J J J J J Li .1 N ` J O 0 J U + N J I- CC Q W v r -- II LL- U U U c.) O = CL 0- v Cn �- w C I F - OD m F— O N Z N "O 4- C N Q N O H .--1 O O 4- N. 0. t•-- M CO 11.°7"4b. cl, -C L Q CL $ r L y G C E O w Ln 1 & a • � N �3 N L C. E 4- N • N on co 0. 6' •• %. t L L 4- 4 J i L um II i s.° ° 4 - 4 - O y r . � 4Y t Q !" c CO O CO O m x � 6 �l � i O LC, CO Q U c } F �� x LO c L. c N w -I • R� N -U _c c L d. M c.0 ° c m x = 4 1 O M d U O CL N LC) O W V) = CO < E a' 4 ,-.4 o in 4- s _ V J O U II o ¢ ORP N 0 J O C O L L L y 1 ti O ;: .c) C r X tD ,T, : :::: 1- = 0 = =H- =‘- ' ' i ' 1 ! 1: = = • M N CO n : CC- 0111 c ,_. _ . . : 0 r ,, L , ::,_ = i : 2 0 O. < 0 0 0 . =-1 ; :, _ . , L i . _ : i . O o a r - F o r � a i ° =a,= , ¢T ° :o L, L Vfi v) ? • CU III w w E in .�I� m O < L<7 ill r--1 NO O O v T Z a +' O Ln o_ N N N .000 O ¢ V) N so W ^ F ¢ v m a S... m ad M. ( V �' N r IU m ¢ Q w z o F— 3 r Q V 3 zf 0 N ti M L ,•. c, C O N WM N 0 O N p al 0 Z Z V) m V I-. 4* L N O O d tid, * r-1 N N V -' —J Y X Y J N 6'P a F^ "' o_ 0_ a r- w Y V) N N o, 4- L > Z p, c ^ O N N 0 co 1--1 • . Ls• 7 l2') X X X J 0 E O. G � v 3 J C'� N N N 0 0 = U • N ..- •r 0 N C. O U ' N O d Q L L .0 L. + r- Y n O O N .o 0 L. . W '0 ,- t .0 3 N 0 U }- G"r" N M 0 U U m f..) O E H M U m d 0 Y 4 J a W •.-.. 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O: _�� ' -rw w ..o qt ca �M 0 X , N M 0 G 0 CZ , N co a G S M � A z .-. N M 0 A 0 M ? m NO2 i W O Sa ZN X =Z7W • C f, z a s p. a a E.., Z E. z 4k F., a 4k p., 6 W UU W C7 M E' M Hah M E-* M Fa M E"' M cn z FJ Z I. MO N VI GI V! U) m < U U h m `f 'N'g p. w �� a a � wa � zm< x 1 0 o S v ° . s uZ Z o� ral Nr� A mg a c� u C OQ , 3 0 c 1 t� c c 9 L C� L m y � s m i z � x a s U? z . m ZZ U W HI NII 'IVGI,LZIRA JIBVO XV YI A il PAGE 1 elate: 12/04/2002 MANNING BUILDING SUPPLY LOG #: B0907F TRUSS DIVISION JOB #: JACKSONVILLE " JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name: "Address: 2440 South Beach Parkway Address: Lot 14 - Hidden Paradise Jacksonville Bch,FL. 32250 Designer: JW Po Left Right Qty Span O.H. O.H. Description 6 14'1" 0' 0' F1 8 15'7 "8 0' 0' F2 3 21'8" 0' 0' F3 5 21'8" 0' 0' F4 1 10' 0' 0' F5 P* ** Beams ** 2 12 GPLAM 16" 3 30 GPLAM 16" • ** Hardware Floor ** 16 THA422 SY42 Hanger 1 HGUS412* 2 -ply GPLam Hanger Po 23 - Trusses 17 - # of Hardware 0 - # of I -Joist 0 - Piggy's W41 0 - Jacks 5 - # of Beams 0 - # of Rim Board 23 - Total Trusses Po Po RAISED SEALS Jun 30 2003 1 59AM BESTCON, Ins No•6381 P. 2 IF ROM :CARSON &ASSOCIATES FAX N0. :904 396 2633 Jun. 30 2003 06:40AM P1 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067 - 0077 NATIONAL FLOOD INSURANCE PROGRAM Expires ELEVATION CERTIFICATE Im •ortane Read the instructions on • • es 1 - 7. SECTION A - PROPERTY OWNER INFORMATION Fnr insurance cemeany Use: ii vi .- a-n r PoliryNumber Michael Hall BUILDING STREET ADDRESS (Including Apt.. Unit Subs, sillier Bldg. No.) OR P.O. ROUTE AND BOX NO. Co y NAIL Number 1489 Marsh View Court . CODE ltlantic Beach F L T 32233 PR C5PERTY DE CR1PtioN (Let And Bled( iuMbets. Tax Parcel Number. Looafretabon. etc.) L e 4 .. 4I z. - :Tuley' t 1 e.g , "w°;! rfl, : , Addition, Accessory, - •. Ise a •. _ - area, it necessary. residential LA t•1 t'r . (opTlONA ..) "e • AL DA1UM: -•. T. : GPS (Type); ( PIO - frrr - *.W or Oft el eMr) U NAb 1127 U NAD 1983 LI USGS Ouad Map LI Omer: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 111. NFlP C6MMLINITr NAME & COMMUNmr NUMBEER B2. COUNTY NAME ' 93. STATE At1atic Beach 12°0a _ j Dias! F7. • III. , • n' -1, .1 1 , I •TT `+»i" -.. FPM PANEL • • • B9. BASE FLOOD E I • • • ` ' ) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO. use depth of flooding) 120075-0001 D 4/17/89 4/17/89 AE 6' 610. Indicate the source of the Base Flood Elevation (BFE) date or base flood depth entered in 89. 1 I FIS'Profile al FIRM LI Community Determined I_I Other (Describe): »r. _ Bit, Indicate the elevation datum used for the BFE in B9: Ix I NOVO 1924 I_I NAVD 1968 1__I Other (Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I_I Yes I*-I No Designation Date: _ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) CI. Building elevations are based on: 1. 1Construction Drawings' LIBuildina Under Construction' L)LiFinished Construction 'A new Elevation Certtflrste will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. it no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations –Zones Al A30, AE. AFL A (with BFE), VE. V1 -V30, v (with BFE). AR, AR/A, AR/AE, AR/A1 -A30. AR/AH, AR/AO Complete Items C3.a -1 below according to the budding diagram specified in Item C2. State the datum used. It the datum is °ltterem tram the datum used for the BFE in Section R. convert the datum to that used for the BFE, Show field measurements and datum conversion calculation. Use the space provided or me comments area of Section U or Section O, as appropriate, to document me datum vunvvraiue. . Datum _ _ Conversion/Comments Elevation reference mark used (efae_{ Duees the a levadon reference mark used appear en the FIRM? U Yes al No O a) Top of bottom floor (including basement or enclosure) _9.5_ fL(m) Q b) Top of next higher floor 1_. .SL R.(m) w la c) Bottom of lowest horizontal structural member (V zones only) _ n /a._ -. R.(m) $ o 13 d) Attached garage (top of stab) — 8.9 ft.(m) , 3 ID e) Lowest elevation of mad►inery and/or equipment t:.: seMdng the building (Describe in a Comments area.) R. 5._ ft.(m) F i O f) Lowest adjacent (finished) grade (LAG) J ..R.3,_R.(m) a .• O g) Highest adjacent (finished) grade (HAM R. Iz ft.(m) i O h) No. of permeneM openings (flood vents) within 1 R. above adjacent grade ni9 , O i) Total area of MI pennenaM openings (flood vents) in C3.h n IA sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification 15 to be slimed and scaled bye lend surveyor. engineer, or architect authorized by Iew to Certify elpvalinn infeu neti0n. ' f certify that the information M Sections A. B. and C on this cortffroste represents my best efforts fo interpret the data available. 1 understand that any false statement may be pimishabrn hy Ma nrimprisonment under 184 S, $sCtion 1001. CERTIFIER'S NAME UCEN R Jose A. HU. 4• :7 .rta T professional Surve . - r _..- Clarson & - AP e- -> CITY A - we.' . 1643 Naldo Avenue ,7QrkRc1nvi 1 1 P F , + ' 6/24/03 9 + 3 • • OCMA Corm R a r a i u p A T i mm o . i fin 7• [, " ages tic mire memo rr1NTINl reTIMl rtUDI A(`CC err POI Vnn 1-1)1111( nvA Jun.30. 2003 7:59AM BESTCON, Inc. No.6381 P. 3 FROM :CARSON 2. ASSOC 1ATES FAX NO. :904 396 2633 Jun. 30 2003 06'40AM P2 • 1 IMPORTANT: In those sprees. copy the cewewonding Informative from Section A. keurenter Cowry Usrr *SUMO S ADDI Ikb ig Apt.. MAL Suitt. smite- frog. b Dlt P.O. ROUTE AVM No. polar *miser Atlant Beach 32 sECTION D - SURVEYOR ENGINEER OR ARCHITECT CERTIFICATION (CONhNUEp) Copy both *idea of rte Elevation Cej hosts for (1) community off lei. (2) kkahpietoC agerdkornitany. and (3) bulking wester. Reference Bench Murk is X —cut on Northeast t.- flan -e bolt on fire hydrant at intersection of Jasmine Street & Levs Road. Elevation 12.93 (NGV Datum). .1 check ht'tne S ae:a#,me nts SECTION tc- AT$ON D DRM11TIOH ($UftY Y NOT REKEIMED) FOR ZONE AO AND INS O a ( BFEJ Furlong. AO and Zane A (without O). Le mpiate Metric Si. through fmt. Sew rdevation C.rtffiest r le bNended for tree se oupperang infoimatJon for a LOMA ar 1.01.4R-F, S.dlon C must be completed. El- Dull bhg DIMPS n Number (Seed elm bead r9 diagram mewl *Miler to the bulldms for which this oerUf Iw(e h being completed — ase pages 6 end 7. If no diagram accurately represents the kedIng. provide a sketch or phebgreph_) F2. TIM NO al the bottom Soar (Including basement or enclosure) Of tie bullitmg is LLI ft(m) L ` L jin.(vm) LI above or t_..1 below (Cheek artel rte Wiest at aeerd grade. (Ilse natural grade. If available.) ES. For fluedetg oiegrame e with openings (sae p.. 7), the neat higher Seer or.Fereled door (etevaron b) of tie bung is i._.L_I R(nn) L1...1 above ate Merest adje Ent mode 1`.mmpl.te lama f :1 h end C i nn fermi nt (nrm E4,. For Zane AO only If no flood depot number Is eva0ebse. is the top d the bottom floor elevated in accordance with the community's nuudylein management t enbam>e7 L1 vas No L4Unknown. The kid official most rarrUfy Ihhh kdwtnedon Nh 8t.riiun G. SECTION F - PROPERTY OWNER (OR OWNER'S RRPRISSNTATNE) cERTWICAT)ON The liropeviy owner or ~ten's euIho z*d rep►eaent fl ea who completes Sections A. S. C (Items C3_h and C3_1 only), and E for Zone A (wMheut a MEW Nsued or eommunity -hosed BFE) or Zone AD must oign hole. The etotornonte in Seekonk A B. C. one E pro correct to V tweet m knowle } . 7 '/ - * -1 a •' •Trial. 111 .J NW le' A Y , rh•i ii• &• s mamma ATE TELEPHONE 111.41.1041b • LI Check boro if attachments SECTION G • COMMUNITY INFORMATION (OPTIONAL) The local O(lclsl who is authedred by Ise or ordnance kr administer the conaamtityt fioadpteln management ordinance can complete See(;anhh A. R C (or E). and G of this Elevation CAMIECIPIA. Crmhntese the enidlcabte Mm(s) and sign below. 01. LI The'edom,ellen in Section C was token from other documentation that has been sighed and embossed by. licensed surveyor. engineer, or architect she lo authorized by state or local law to certify enevalton lnfert.wteion. .(Indicate the eases and date of the elevation date In her Commit* seek below,) G2. LI A oom musty official completed seem E tors eaten. basted tf Zone A (watheut a PIMA-Issued or oomtnunhey lseuad Oft) or Zane AO. 03. u Ths follohwing:donttafgn (Mettle 64-69) is provided Far oonterlunty Soodplein manspement purposes. t9Sl1t_D GT. This puma has been limed ix: (A New COnebuzlion 1._i Substantial Improvement GIL Bavaran of as`brNt tweet tear (thcludrno be smarm aisle buttering _ . _ A.(mlbatum: M. tt+FE nr &+7l/4 AO) depth of Basting et the building she Is: fL(m)Datum: ._ TIU. SIGNATURE Poroivori Timo Iii 111 7 Ati . PERMIT WORKSHEET f 2'k i J/ 1/I& e'✓ TYPE WORK Al SF JOB ADDRESS 1 PROPERTY OWNER SPSt!Of TELEPHONE a'ZC'' - 3 7 eS1-0 11 CONTRACTOR TELEPHONE PERMIT NUMBER 03 _ ,5V 1 DATE ISSUED =2P70 INSPECTIONS: FOOTING SLAB 3 i a • o roc P"+ pct I /M i 03 TIE BEAM LINTEL NAILINGISHEATHING FRAMING /COVER UP 1 J 2:3 1 INSULATION 5 I O FINAL BUILDING ( J 7 31 0 -3 CERTIFICATE OF OCCUtsAIICY (e ' "? TREE PERMIT ISSUED? PERMIT MBER ELECTRICAL PERMIT NUMBER 03 2 5 J 1( DATE COPY SENT TO JEA Li/ -Y/ 03 TEMPORARY POLE PERMIT NUMBER DATE COPY SENT TO JEA TEMPORARY POWER LETTER RECEIVED? YES NO INSPECTIONS: ROUGH ELECTRIC 4- .2.5 - O RELEASED TO JEA 4 ~ 4 c 3 TEMP. POWER RELEASED TO JEA TEMP. POLE v ARELEASED TO JEA (.P I J 03 FINAL pe--A5 t MECHANICAL PERMIT NUMBER D3 INSPECTIONS: ROUGH FINAL C9 / ate/ 6 PLUMBING PERMIT NUMBER o?, t n (5 INSPECTIONS: ROUGHIUNDERSLAB 7 O TOPOUT (23 _ WATERISEWER FINAL DRAINAGE INSPECTION POOL PERMIT NUMBER INSPECTIONS: STEEL FINAL ROOFING PERMIT NUMBER INSPECTIONS: NAILINGISHEATHING FINAL FAILED INSPECTIONS: DATE PD. _ DATE PD. _ (0 ( taie r0, BUILDING, PL-1 NNING AND ZONING INSPECTION DEPORTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFIC.4TE OF OCCUPANCY WORK SHEET Cate Requested: (// 7 /03 Building Contractor: 13f,34 Cr").--\ EY Building Permit Number : 5 3 Address: 0-91 Vfl f h View c+ Legal Description: 1,, + Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: - 9)-5 0 1, 1 -1 3 required as built * * * * * * * BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire '-- Public Works Planning (24 � - /- , 7 ei-3 Building e R - 2 7 - 03 - 2 7 -83 � � FLOODPLAIN DEVELOPMENT INFORMATTON �, • Location:: I , avi % = 7 _... Type of Development: � /� /; ♦ / 0 ■ Flood Zones ►-� C f 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 FT.FVATION 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 Acknowledgment: 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 app '..rr:Tr: provisions of Ordinance No. 5 -7 -11 a n d all other l a w s or o r d i n a n c e s a f f e c t i n g t h e • •po -d • : elopment. Date / - (- O a #f is ant's S' .,. - „ / Department Use: Required Lowest Floor Elevation i 3 As Built Lowest Floor Elevation; C/■r Survey Filed with Bum Department • Building Department ROM :CLARSON & ASSOC IATES FAX NO. :904 396 2633 Jun. 25 2003 12:50PM P1 MAP SHOWING BOUNDARY SURVEY OF LOT 14 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 978 OF THE CURRENT PLJRLtC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC BEARING REFERENCE: ME _BEARING SHOWN ON RIGHT -OF -WAY UNE HEREON IS THE SA_AS SHOWN ON THE ABOVE MENTIONED PLAT. ELEVATIONS SHOWN THUS: (9 40) AND REFER TO NATIONAL GEODE VERTICAL DATUM. . --- --- _1 r r '� r ..- ) ...- .-- ''"- 1 I r' �. 1 „..,40 - LOT„. _ i L LOT _ 9 _ _ — i ,� / 1 PRIVATE DRAINAGE EASEMENT �p 9 w r ft 0.1' x6.37' . PE PVC FENCE 5' 5' .0 FLO�I � LOT 14 (r I CONCRETE PATIO a a 0 t I `. . ;ItREA 7 d e 18.0 *(b* 14.8 iN co N �� _ \., W 20.3' C 16.9' ( ` in . 0 W O W ci 0 a „. . —FRAME CHIMNEY Q W 11 2 STORY FRAME 51 I O H t) WELLING , o F IN FL EL (9.45) ] } to IX Q D 222' a Ir.\\..0* G ARAGE FIN FL EL (8.92) 1. I ° a O It 4 Z W O Q j O 0 9.0' "'ROOFED ENTRY u S 1 wtq z O W /COWMN v 1 � wOOD DECK • c� L 0 0 'I% MI N En .J WI 20.3' 14.6 (f)1 BENCH MARK: r le I FOUND RP SPIKE 2 ''' I IN 1$” OAK CL (7.37) CP I`: t.' .: ..° STORM GRATE : . 'WET ` • OZ , . 5' 5' 1 .% 25.00' ' N01'11'11 "W 84.15' MARSH VIEW COURT (50' R /W) Jun.30. 2003 7:59AM BESTCON, Inc. No.6381 P. 1 BESTCON, BVC. 1484 Laurel Way Atlantic Beach, FL 32233 Phone 904-246 -3747 Fax 904 - 246 -7126 Date: 6/303 To: d 11.,..d /.[1 Fax: Pages Including Cover: 3 Phidry J1.1 /. ;40 /4 .li /I/4 . _ 1 Have a Great Day! Thanks DYNAMIC IELOCIPNIC, INC. 7 "20 .I S. Sr. JMHS$ au OD J A KSONV U .IFL 32246 Date: 6//6/6 7 . Mr. Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don — We respectfully request that temporary power for the new BESTCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Yours truly, APPROVE!:) _ CITY OF ATLANTIC BEACH BUILDING OFFICE Gary Perkins JUN 17 2003 Dynamic Electric, Inc. r Re: /4P Residence: W C b P( March 1 y� nn ��ullrrron Address: 149 �9 M /Or�, l (.Dc�r ,`‘�`i.,Eli B crt • S te ` ( 1 �``` :a .0 1q ?1,.P0 "- Permit #: 03 z : DD09273 ; c 9 �i onded ' \ „ CITY OF ATLANTIC BEACH I r- ,,. �.... � 800 SEMINOLE ROAD ri ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 '44,11 '! Application Number 03- 00025391 Date 6/04/03 Property Address . . . . • • 1489 MARSH VIEW CT Tenant nbr, name NEW SFR 1375RAD,1826SUR Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 206092 Owner Contractor BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246 -3747 Structure Information Construction Type TYPE VI Permit PLUMBING PERMIT Additional desc . Permit Fee . . . 50.00 Plan Check Fee . .00 Issue Date . . . Valuation . . . . 0 Special Notes and Comments LOT 14, HIDDEN PARADISE, BOOK 54, PG 97 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 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: / /8 / i $ 4 OWNER OF PROPERTY: .0&'5 -- 3 >9 PLUMBING CONTRACTOR: /,2 0 /t7d JA&&.. t E'A* y L- 3 - ua (off CONTRACTOR'S ADDRESS: S731 - o9 PO /it e-6 7 IC-- STATE LICENSE NUMBER: -- /S - 7 TEL. - Coq( HOW MANY OF THE FOLLOWING FIXTURES RE -PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE -PIPE (LIST FIXTURES BEING REPIPED) Il OTHER LAtA- o'J Sp ar iulcleg S TOTAL FIXTURES: X $7.00 + $35.00= MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: •�! Q - INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826. .. 6s C l t, CITY OF ATLANTIC BEACH le 800 SEMINOLE ROAD �" r� ATLANTIC BEACH, FLORIDA 32233 j INSPECTION PHONE LINE 247 -5826 s- f osils)r Application Number 03- 00025796 Date 4/02/03 Property Address 1489 MARSH VIEW CT Tenant nbr, name WIRING NEW HOME Application description . . ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor BESTCON INC DYNAMIC ELECTRIC COMPANY 8802 CORPORATE SQ. BLVD. #108 JACKSONVILLE FL 32216 (904) 726 -8144 Permit ELECTRICAL PERMIT Additional desc . Permit Fee . . . 70.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL , Oi.rkN ' - A CITY OF ATLANTIC BEACH, FLORIDA I ) V ELECTRICAL PERMIT APPLICATION TO THE Cli LIEF ELECTRJCAL INSPECTOR: DATE: 9 20 IMPORTAII•IT NOTICE IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONTRACTOR: ......),,fiaaL,_, t c. e„a._ take_ * MASTER ELECTRICIANS SIGNATURE: gag.)4.4.4.0 Lick_k OWNER OF PROPERTY: .. ..12,41.-iP - c-crn. ____skc_C__ • JOB ADRRESS: ig ?512ilay6,411.4_44..e:44, Cf. RES.(L..)-±! ) COMM.( ) PUBLIC( ) INDUS.( ) NEW(1-) ) REW.( ) ADDITI6N( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ. FT. SERVICE: NEW( /..)---- INCREASE( ) REPAIR( ) CONDUCTOR SIZE AMPS: COPPER( ) ALUM.( ) FEES 4StO SWITCHIOR BREAKER c ;i4C AMPS ( PH 3 W VOLT RACEWAY EXIST. S RV. SIZE AMPS _PH W VOLT RACEWAY FEEDER NO. SIZE .a.1 NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED 1 OPEN TOTAL RECEPTACLES . ,...1 CONCEALED 1 OPEN TOTAL 0.30AMPS 3 1 . / t)0 AMFS SWITCHS INCANDESCENT -i----1 I FLOURESCENT & M.V. FIXED I ' 0.100 AMPS. OVER d 1 APPLIA1$CES BELL TRANSF. AIR , H.P. RATIN 1 1 ---- G CEIL. KW-HEAT CONDITIONING COMP. MOTOR OTHER MOTORS AMPS ; HEAT 0-1 OVER MOTORS EP. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS _MISCEL4ANEOUS UNDER 600V FOVER 600V TRANSF eRMERS: T NO. 1 KVA NO. 1 KVA _ NO.NEO‘ TRANSF. NO I VA -1- 1■II701 7- 617, SITETWITCH 1 FLASHERS I EACH SI ..1_ ... GN 1 800 Semfnole Road • Atlantic Beach, Florida 32233 I Phone: (904) 247-5800 • Fax; (904) 247-5845 • http://www,eLatiantic-beachAus Revigett f11/17/111 HP OfficeJet K Series K80 Log for Personal Printer /Fax /Copier /Scanner Building Department 247 -5845 Apr 24 2003 9:34am Last Transaction Date Time Type Identification Duration Pages Result Apr 24 9:33am Fax Sent 96657372 0:57 2 OK S fr CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD '� > � ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 S31c '' Application Number 03- 00025808 Date 4/04/03 Property Address 1489 MARSH VIEW CT Tenant nbr, name HVAC Application description . . MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor CHAPPELL HEATING & AIR 1344 JAMAICA ROAD E. JACKSONVILLE FL 32216 (904) 724 -1344 Permit MECHANICAL PERMIT Additional desc . Permit Fee . . . 87.00 Plan Check Fee . . .00 Issue Date . . . 4/03/03 Valuation . . . . 0 Expiration Date . 9/30/03 Fee summary Charged Paid Credited Due Permit Fee Total 87.00 87.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 87.00 87.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL BUILDING AND ZONING INSPECTION DIVISION S it3 CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT — A, r licant to com • lete all items in sections I, II, III, and IV. I. Street Address: ''A1122r LOCATION OF Intersecting Streets: t een And BUILDING Sub - division j4' _� Q,t) /A,4 /S'E' _ II. INDENTIFICATION — To be completed by all applicants. 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 ordinances and standards of good practice listed therein. Name of Mechanical / hAVA 11/ I Contractors 1 /J d �y g-01, g�, Contractor (Print) (� Ti ! ( Master 64. eo Name of Property B n o fki Owner t- t. Signature of Owner 161 I Signature of l Or Authorized Agent (( ,,�� Architect or Engineer I II1. GENERAL INFO ION yp A. T •of heating fue B. 0' Electric — _C IS OTHER CONSTRUCTItN Ii o DONE ON THIS O Gas: LP Natural Central Utility BUILDING OR SITE? O Oil O Other – Specify IF YES, GIVE NUMBER OF ONSTRUCTION PERMIT a r Yi IV. MECHANICAL EQUIPMENT TO BE NATURE l WORK INSTALLED Residential m or Comercial New Building (Provide complete list of components oy back of this form) ❑ Existing Building M Heat _ Space _ Recessed �! Central _ Floor O Replacement of existing system O Air Conditioning: I�pom / Central • New Installation (No system previously installed) O Duct System: Material / .". {O Tl y'c� r rg ss 0 Extension or add -on to existing system Maximum capacity , OG cfm O Other- Specify O Refrigeration O Cooling tower: Capacity Rpm O Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY O Elevator : Manlift _ Escalator (Number) (Received) O Gasoline pumps (Number) O Tanks (Number) Remarks O LPG containers (Number) ❑ Unfired pressure vessel Permit Approved by Date O Boilers O Other – Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency / Cor 7& 1 O 1 * 14 HEATING – FURNACES, BOILERS, FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving l -� 10)Gd �,n,r ( le d id, Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency `� �} CITY OF ATLANTIC BEACH ;,44s s , A-1' ;t 800 SENIINOLE ROAD ' r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 03- 00025798 Date 4/02/03 Property Address 1489 MARSH VIEW CT Tenant nbr, name FIREPLACE Application description . . MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor BESTCON, INC. 1484 LAUREL WAY ATLANTIC BEACH FL 32233 (904) 246 -3747 Permit MECHANICAL PERMIT Additional desc . Permit Fee . . . 65.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 65.00 65.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 65.00 65.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 5+ ---) , . \ Cz--A'A' • c ),_. S7 c zS ,f lAi./. CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION 41, rii1 Date: --. \ Owner of Property: \> eN 1- col- C 0 .3..■ i\P-.^c-IV.N L Job Address: \ ` `o - „ 1 AAlkg. s 1 ..■_ Contractor: In consideration of permit given for doing the work as described in the above matement, 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 ordinances and standards of good practice listed therein. III. GENERAL INFORMATION A. Type of heating fuel: B. O Electric IS OTHER CONSTRUCTION BEING DONE ON THIS O Gas: _LP _Natural _Central Utility BUILDING OR SITE? ( 2-- < --1 k O bit tr - Specify 1 es et. k,. IF YES, GIVE NUMBER OF CONSTRUCTION PER MIT Iv. MECHANICAL EQUIPMENT TO BE NATURE OF WORK Pri_ Residential or Commercial INSTALLED er New Building (Provide complete hit of components on back of this (brm) 0 Existing Building O Hest Space _ Recessed _Central Floor 0 Replamment of calming system O Air Conditioning: Room Central 51-- New Installation (No system previously inma(led) O Duct System: Material Thickness CI Extension or add-on to misting system Maximum pacity cfm 0 Other- Specify O Refrigeration CI Cooling tower Capacity -Pm O Fire sprinklers: Number of heatis (Number) THIS SPACE FOR OFFICE USE ONLY O Elevator : Manlift Escalator O Gasoline pumps (Number) (Received) CI Tanks (Number) O LPG containers (Number) Remarks O Unfired pressure vessel P_ Boilers ..,_, Permit Approved by Date -. , Pc Other - Specify \- ¼ ‘4 Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency HEATING - FURNACES, BOILERS, FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving r-, (BTU) Agency t 1 Ct 114 - C V 3 3 ‘6 UKA) eN IA AR TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency • 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.cLatlantic-bench.11.10 1/14/03 4 : \ ., CITY OF ATLANTIC BEACH te , 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 - ., -' INSPECTION PHONE LINE 247 -5826 c i 3 l% r � Application Number . . . . 03- 00025600 Date 2/27/03 Property Address 1489 MARSH VIEW CT Tenant nbr, name ADD 18 FIXTUERS Application description . . PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor DON HARRIS PLUMBING P.O. BOX 14668 JACKSONVILLE FL 32210 (904) 772 -0900 Permit PLUMBING PERMIT = Additional desc Permit Fee . . . 161.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 161.00 161.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 161.00 161.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS ARE PART OF THIS RMIT SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Z CH . C BUILDING OFFICIAL LC cCD CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: fl/ GG'l`4.0/ i Y 11.'e --) OWNER OF PROPERTY: ( A TEL. ■ 1 DON HARE PLUMBING CONTRACTOR: F. a pox CONTRACTOR'S ADDRE: (g 04) '„).0 0 STATE LICENSE NUMBER: TEL. HOW MANY OF THE FOLLOWING FIXTURES / RE -PIPED OR NEW SINKS SHOWERS -V LAVATORY / WATER HEATERS BATH TUBS / DISHWASHERS URINALS / DISPOSALS CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER / WATER RE -PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: / _ X $7.00 + $35.00= MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: __. - -- - INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826. f, , '� " . CITY OF ATLANTIC BEACH `� S3. 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 - INSPECTION PHONE LINE 247 -5826 ;J1319 03- 00025391 Date 2/04/03 Application Number 1489 MARSH VIEW CT Property Address NEW SFR 1375RAD,1826SUR Tenant nbr, name SINGLE FAMILY RESIDENCE Application description . TO BE UPDATED Property Zoning 206092 Application valuation . . • Owner Contractor BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246 -3747 Structure Information Construction Type TYPE VI Permit BUILDING PERMIT Additional desc . 390.50 Permit Fee . . . 781.00 Plan Check Fee • • 206092 Issue Date . . . • Valuation . . . . Expiration Date . . 8/04/03 Special Notes and Comments LOT 14, HIDDEN PARADISE, BOOK 54, PG 97 Other Fees CITY RADON SURCHARGE .34 CAPITAL IMPROVEMENT 325.00 x ST CONSTRUCTION SURCHARGE 8.21 AB CONSTRUCTION SURCHARGE .91 STATE RADON SURCHARGE 6.53 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 490.00 WATER CONNECT /METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due Permit Fee Total 781.00 781.00 .00 .00 Plan Check Total 390.50 390.50 .00 .00 Other Fee Total 2200.99 2200.99 .00 .00 Grand Total 3372.49 3372.49 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS H ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. IC Z r. , o 74—k BUILDING OFFICIAL c1T`' Ur Al , I A Lr :; i i ns JAN , ! '� s OA 9 Y: City of Atlantic Beach • 800 Seminole Road • Atlantic Beach, Flori a -5445 Phone: (904) 247 -5800 • FAX (904) 247 -5805 • http : / /www /ci.atlantic- beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE- FAMILY OR TWO - FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) A2.$0' Vt 1€ 1) Cocker DATE / — (D — 042 JOB ADDRESS i r _= : L OWNERS Laurel NAME / a ZEE7COA /, 3M? ADDRESS /'f re I i./1/af Ftij i, iC , J/ PHONE: J4 37‘17 LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER d ZONING DISTRICT kcca. CONTRACTOR id NC-� /S STATE LICENSE nN�U/ BER 36 ADDRESS 14 (fir' VLI � PHON v(U�{ ( / D - 2 71/ 7 / L� CITY (1M F dI STATE 1 1 ZIP 35 FAX () (oq )aq(P '7 /a. 6 DESCRIBE PROPOSED USE AND WORK TO BE DONE SI/7 /P 4/7/// rinbilie 1&/ PRESENT USE OF LAND OR BUILDING(S) /VO/t VALUATION OF PROPOSED CONSTRUCTION ff 6o9. - 0 Is this an addition? -- --- We,2f yes, what are the dimensions of the added space: feet by - feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating / air conditioning? - Is approval or Homeowner's Association or other private entity required? NO If yes, please submit with this application. WILL THIS PR .JECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATE . NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) 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 -5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. 6/18/02 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. Please submit 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 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. Existing and /or proposed driveways. 4. If required by the Department of Public Works, a pre - construction topographical survey. 5. Any significant environmental features, including any jurisdictional wetlands. CCCL, natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appro' 'ate for individual applications. I HEREBY CERTIFY THAT I ' ORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE 1/6 / O 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. 1 UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND HE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR a DATE 1/470 ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME k MAILING ADDRESS A 1 / / / / lit .14 ,1,, / - I 3 PHONE ( -2* 3147 FAX o f / p — 7� ( E -M l�ArpL� a `a ah 'c2)147 t tttttaUU�� / SWO 1t ti11.S2 BED BEFORE ME THIS Cp DAY OF 042L10, u 3 S'fATCOVIR10104tgerti.NTY OF DUVAL / z � � Q °° a NOTARY'S SIGNATURE At/ /,„,/ D0092737 ; e ' 4O = WNER: O Personally known eonded� . : k.` ❑ Produced identification A�...ublickr.. 0 ♦ ♦ ♦ ` � .No tt1 � Mi o. ,, , Type of identification produced �� • � P ��FiY �4 ? : t ' ersonally known AS TO CONTRACTOR ' o i412. ° ; Produced identification Z DD092737 : o Type of identification produced • • y ° ••,� ,p� • O 6/18/02 �� d� and ed ©..,,%%••' % ‹,■.• �i� A ub(ic uad°•' ♦ ♦� • CITY OF ATLANTIC BEACH S zt r►�l 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 w‘ . t1\ TELEPHONE: (904) 247 -5800 ;:*„4 , , , 1, FAX: (904) 247 -5805 r..w' ' s'7 SUNCOM: 852-5800 p ot\ http: / /ci.atlantic- beach.fl.us Col 9' PT AN REVIEW COMMENTS Permit Application # O3 1 Applicant: 13 rS `�`c A5 Y.\ Address: 4 , ____A.,,I.*,,,.= V .4 Project: Iu e. n,:, Pie Your application is approved o Your permit application has been reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed by Signed Date �A i Contractor Notified Date CITY OF ATLANTIC BEACH l ` ' , ' �, 800 SEMINOLE ROAD ;+ ATLANTIC BEACH, FLORIDA 32233 -5445 } , ) S , , ( / TELEPHONE: (904) 247 -5800 _. „ , 111"`"' FAX: (904) 247 -5805 1"._ ° , ; � SUNCOM: 852 -5800 r.) , ; r( J1\iC http://ci.atlantic-beach.fl.us s C 1t 9 PLAN REVIEW COMMENTS Permit Application # 3 2 ` '3 "0 I I Applicant: < <S c= Address: tLS2 W1,itr Z 5 tk- (FUJ C Project: IAAr .S-. r21 Your application is approved o Your permit application has been reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed b/ Signed 4 .4., c , � 4A-%- Date / - / 7 -0, ,, / Contractor Notified Date 0 DEPARTMENT OF PUBLIC WORKS \ G2\ 0.1.1"\x;: 1200 SANDPIPER LANE $ AIL, ` ATLANTIC BEACH, FLORIDA 32233 -4318 \. H , \� � s1 TELEPHONE: (904) 247 -5834 ` w, '� aA.' � f'3 � FAX (904) 247 -5843 ).y ry . r' S) SUNCOM: 852 -5834 C, 0 . �, . http: / /ci.atlantic beach.fl.us 'QM 9 , PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 03- - 5 3 ' Applicant: r3c 3A- (.'`,,Y-,, ,� 11- Address: i� wi•Tai': -- Project: N c L`-J 3 F I . x Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: '''_4,2.44 ---f y27 N r l 7 / .. aL.,,c / . - ff�L L _ t -- si!i/ ,' / r Please submit these requirements to the Public 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 by Donna Kaluzniak, Public Utilities Director iii «�_ ....A.—AC Date ///7/0 3 S ignature Contractor Notified Date /// 7 /o 3 DEPARTMENT OF PUBLIC WORKS f � j�� 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233 -4318 r TELEPHONE: (904) 247 -5834 FAX: (904) 247 -5843 S) SUNCOM:852 -5834 ,A1Mo http: / /ci.atlantic- beach.fl.us vO; ) PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # - 2-5 t3 Cj Applicant: I J C - 9 G V C_ t 14/1 c4-L 4 Address: Project: NI j X Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: dieht -t'S_s _s A 5 ,q orlte Cc J l p( 0/ 5 sa ✓. - -- —"-.�� .:i.„s: �.:�e.�r.•a i5zlonwrrj. 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. Reviewed by Robert S. Kosoy, P.E., Director of Public Works Date I/ll e Signature Contractor Notified Date / / I 7 /0 3 FROM :CLARSON & ASSOCIATES FAX NO :904 396 2633 Jan. 06 2003 01:59PM P2 MA1 SHOWING PLOT PLAN OF LOT 14 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54. PAGES 97 THROUGH 97B OF THE CURRENT PUBLIC RECORDS OF' DUVAL COUNTY, FLORIDA. FOR: 1:IESTCON, INC. BEARING REFERENCE: SEARING SHOWN ON RIGHT -OF -WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. MARSH VIEW COURT (50' R /W) (-6 -� - ' 13-04K. 0'06'4 • '"W SSW 84.1 i i I 5-OAK a j l O i 1 Fi o 10- ' 17 "OAK I > • I N I tiD �r ORCVE "K � 20' BRL. l zi �, A I 0 f l A, 7i -" z . — _ . _.. . --- V Oak ' t `_ Id a 1 { a 0' v • in IN s " OAK w 14" LIVE OAI� l I N • — 10 RI a 0 1 "UVF °AK 1 1--- I I m m PORCH t+ I i i n 9.0' 00 \ x I 1 A AK M ^ V CC X 3.0' 22.3' CC cc a io O I� N N fr s�olK� PROPOSED DWELLING � � ,, ,, � w P . j ® ! FIN FL EL (s.5 MIN.) I w 1 O //� . . . 0 , N I Y K) c0 Q O • 0 13•� K g ® ® 0./ N i 0 i 7 l tl.n' 120.4' Yi e _1 11 / I m 18.0 O �I Q i� "' I U d.7 LANAI n 1 y "'1llOk " O I 1 = _I C Of . - ®�z H' _ 20' BRL1 n �p J� 6 , a K f 1 x b GI .*\ }j - 2 k e i. ,h R o Li. 2"OAK �, ° � S i E13, ' LI i l "N101< w 7y{ 0 O, - � j' �. � I l N00 "W 751 L O T 9 L 0 T 81 1 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET 4 ; Date: • I • ®3 Address , y IA- VC. t EU) CA Heated Square Footage ZQ � �"' @ $ per s q ft = $ Garage / Shed 451 @$ per sq ft = $ Carport / Porch @ per sq ft = $ Deck - per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ P-©6 i 06 . 0 Total Valuation 1si $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: SZ&7 - + Y2 Filing Fee $ FLOOD ZONE: 1K A 1^ 0 Fireplaces @ $35.00 $ b IMPERVIOUS SURFACE: 7 SA BUILDING PERMIT FEE $ WATER IMPACT FEE $ L f g 0, SEWER IMPACT FEE $ I Z 5 0 WATER METER/TAP $ 4: CAPITAL IMPROVEMENT $ 32 5 . cc) SEWER TAP $ C C (I35RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ 3 ST(62b) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3,---? Automatic clothes washers, residential 2 1 a Bathroom group consisting of water closet, lavatory, Z Bidet, and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 0 Combination sink and tray 2 Dental lavatory 1 0 Dishwashing machine, domestic 2 I ,Z Drinking fountainllcemaker 1/2 ) ) 1Z— Floor drains 2 Hose bib 1 2 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and /or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 pp Shower compartment, domestic 2 P Sink 2 1 ° 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 Water closet, public installation 6 TOTAL NUMBER OF UNITS= ay . 5 ' MULTIPLIED X 20 TOTAL $ 41 c , t "'"aJan.31 2003' 3 :08PM""BESTCON hoc - No.1674 P 3 NOTICE OF COMMENCEMENT Building Penni, No Bonk 10887 Page 950 ��q C Tax Folio No, STATE OF FLORIDA ©© COUNTY OF DUVAL (Do not writs in dtla blank area & grain Reserved for recording purposes anlY)- THE UNDERSIGNED hereby Sims notice that improvements will be mode to terrain real properly, and in accordance with Chapter 713, FYoridri SYai the following information it provided in this Notice of Commancrmem. 1. Description of Property: (Legal description gf the property mid street address. If available). Lot 14, RIDDEN PARADISE, according t and 978, thereof, current as recopied in Plat Book 54, pages Public Records of Duvai County, Florida. 2. General DescriptioA pflmprovemeae: Coastrumion of a single family residence. 3. Owner Information: a . Name and address: Bestoar,Ina 1484 Laurel Way 0 Joehsonvtar, F7orsda32233 b. Interest M property: , c v Fee entente C. Naar and address of* simple titleholder (if other than owner): J"molts 280140, 7c&44 Pim . .. 4. Contractor: (reamearrdaddress) NMd .ter - p1j IIN oir O :P5sd2 Pm ,„ t, 14E4 Laird Way JackaonrtW, Florida 32233 a'W � c0187 NW S. Surety: 1116 ! S,OO C�j at Name and address: FA $ MR �' b. Amami q(bond $ TITY 4 Lo 6 Lender Information; a. Name andad,teu: SenTrusellark 200 West Forsyth Streit Jacksonville, FL 32202 b. Designated Contact: Darlene Riggs 7. Persons within the State of Florida designated by Owner upon whom notice or other documents may be saved as provided by Section 713.13 (1)(a)7., Florida Statutes (Name and address) Lyra Ventsiya Sashimi Bank, 200 Weat FR:Myth strip JaeksonAtis, PL 32202 8. In addition to Mining Owner designate Darlene Riggs of Sunlhaet Bank to receive a copy of Ate Lien?, Notice as provided in Section 713.13 (d)(b). Ftarida Sarataet 9. Expiration date of Notice of Commencement (the expiration date is One (1) Year from the des of recording takes a different date is spsclQ. Other erpkatior date: Jane 1, 2004 BRSTC , C • BY P . Nichols, its President STATE OF FLORIDA COUNIYOFDUVAL This foregoing instrument we aebtowledged before me this day of Jasaeey, 2003, by Peed W. Nichols., as President of Bestcon. Inc. a Florida corporation, on bee of that corporation. He is personally known tome,.,. „ •, 1. Prepared By and Retre'o To: i _ 1 • r� Joanne G More* 7t Public Srwflitt8an , r,,,::,,.,. Stangf Florida at Large 200 West Forsyth n • : ' . `^:r . ua+e My Commission Expires: Jacborrvilie, 4 3 0 '1"-`,1:1 c ' cr, �,^-areuawsen AO Commtuton Number is: • AIIIIMIMIMIIIMIIIMIIIMIIIMIIMIMMIIIIIIIIMIMIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIMIIIMIIIIIIIIIII OWNER: Hall Lot 14 Hidden Paradise SPECIFICATIONS DATE: 10/16/02 BUILDER: BESTCON, INC CONSTRUCTION JOB ADDRESS: Lot 14 Hidden Paradise 1489 Marsh View Court All Items may not apply. (Mark those either "In Allowance," "Owner Choice," Not Applicable "N /A," None.) 1. FOUNDATION: FOOTING- Concrete Mix or PSI: 2,500 Slump: NA Width: 20" Depth: 10" Reinforcing: #5 Number: 2 Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING - Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL - Material: Concrete Block If Concrete Block -Size: 8" x 16" Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: N/A Number: N/A Spacing: N/A N/A PIERS- Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS- Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD- Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE - Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE - Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R- Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: 2% Dursban GIRDERS- Material: N/A Size: N/A Span: N/A COLUMNS- Material: N/A Size: N/A Spacing: N/A • 2. FLAT CONCRETE: BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 1 of 18 CRC- 022365 OWNER: Hall Lot 14 Hidden Paradise BASEMENT FLOOR - Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A I Finish & Curing Compound/Sealer: N/A HOUSE FLOOR - Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" I Reinforcing: Fibermesh I Fill: Sand Vapor Barrier: 6 mil poly Finish & Curing Compound/Sealer: Steel smooth (no curing compound) STOOPS OR PORCHES - Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: Varies Finish & Curing Compound/Sealer: Broom finish SIDEWALKS- Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 3' wide Finish & Curing Compound/Sealer: Broom PATIOS - Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 8' x 10' Finish & Curing Compound/Sealer: Broom DRIVEWAY- Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 16' wide Finish & Curing Compound/Sealer: Broom IF REINFORCING REBAR -List Spacing: 2 - #5 at perimeter FOUNDATION BOLTS - Spacing: ' /2" x 10" 32" O.C. Location: At perimeter EXPANSION JOINTS -Type: None Location: N/A CONTROL JOINTS -Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists; floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging; joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and soffit; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding comers; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks, treads and risers. Framing Materials: • Sill Insulation: Foam Termite Shield: N/A BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 2 of 18 CRC -022365 OWNER: Hall Lot 14 Hidden Paradise 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: Concrete Impregnated Lap Siding Size: '/" x 8" 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 Exterior Trim MateriallGrade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 3 of 18 CRC - 022365 OWNER: Hall Lot 14 Hidden Paradise Siding Corners Stucco Garage Door Trim Vinyl wrapped 2x8 PT Window Trim SYP PT 1 —' /z" 3 ' /z" Door Trim SYP PT 1 —' /z" 3 ' /z" Rake Board Vinyl Exterior Beams Varies Exterior Posts Varies 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 Fans/Vents: 6' steel off -ridge 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 BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 4 of 18 CRC- 022365 OWNER: Hall Lot 14 Hidden Paradise 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: 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 "113" 30 Kraft —1700 Rim Joist N/A Floor N/A BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 5 of 18 CRC - 022365 OWNER: Hall Lot 14 Hidden Paradise Other: 9. INTERIOR MILLWORK: Item Manufacturer Style Size &/or Material 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. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 6 of 18 CRC - 022365 OWNER: Hall Lot 14 Hidden Paradise 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method No. of Coats ion Walls Ceilings ALL WALLS Sheetrock `A" Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock/Popcorn Texture 'A " Ceiling Nailed 3 Finish- Walls: Smooth Finish- Ceilings: Popcorn 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. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 7 of 18 CRC - 022365 OWNER: Hall Lot 14 Hidden Paradise 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: Type N FACE BRICKJSTONE, Style/Number: $200 / 1000 Allowance Bond/Pattem: N/A Mortar Color: Off White Joint: Tooled Lintels: Steel — 3/8" x 3 x 3 Brick Tie Spacing: 16" OC FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattem: 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 front & foundation only BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 8 of 18 CRC- 022365 OWNER: Hall Lot 14 Hidden Paradise 13. 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 CPKE42, A/H A42 -10 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 retums: Flex -duct R -6 Area Number of Supplies Number of Return Air Other Basement N/A N/A First Floor 15 1 Second Floor N/A N/A Registers Brand Name, Style, & Number: CODY One -way throw - 15 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. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 9 of 18 CRC- 022365 OWNER: Hall Lot 14 Hidden Paradise _14. PLUMBING: Waste Disposal- Public: N/A Private: FL Water Services Disposal Field: N/A Water Supply - Public: N/A Private: FL Water Services 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 3 /" House to Water Heater CPVC SCD40 Glue 3/4" House to Bathrooms CPVC SCD40 Glue 3 4" TO '/" House to Kitchen Sink CPVC SCD40 Glue 3 /" TO ' /z" House to Refrigerator CPVC SCD40 Glue 3 /" TO 1/2" House to Dishwasher CPVC SCD40 Glue 3 /" TO 1/2" House to Ice Maker N/A Other: BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 10 of 18 CRC- 022365 OWNER: Hall Lot 14 Hidden Paradise 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 Elongated STERLING Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet & Control Lever DELTA D - 2710LHP /H62 /A62WH DELTA D- 1448LHP /H71 /A72WH Shower Faucet & Control DELTA D- 1324LHP/H71 /A72WH Lavatory Faucet & Control DELTA D- DELTA D- 2521 LHP /H22 /A22WH 2521 LHP/H22 /A22 WH Lavatory BRIGGS 3002 BRIGGS 3002 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. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 11 of 18 CRC- 022365 OWNER: Hall Lot 14 Hidden Paradise Fixture Description -Brand Name, Model Number, etc. Size /Other Kitchen Sink STERLING 3322 STAINLESS STEEL 33" x 22" Kit. Sink Faucet/Control DELTA 400 WHWF 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 81 V52DT 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: 3 No. of Power Circuits: 5 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: 20 12/2 with ground: 8 BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 12 of 18 CRC- 022365 OWNER: Hall Lot 14 Hidden Paradise 220 High Voltage Wiring Detail: Item Wire Breaker Size Individual Quantity Size Circuit 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 Fumace 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 T.V. RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 13 of 18 CRC- 022365 OWNER: Hall Lot 14 Hidden Paradise 110 Voltage Wiring Detail: Location Breaker Wire Number & Type Number of Receptacles . Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 Single, Two 3 -way 1 Reg, 2 Recessed 7 Dining /Family 15 amp #14 CU 1 Single 1 5 Foyer 15 amp #14 CU 2 Single, One 3 -way 1 0 Halls 15 amp #14 CU Four 3 -way 4 2 Master Bath 15 amp #14 CU 4 Single 2 2 Guest Bath 15 amp #14 CU 2 Single 1 1 Bath #1 Bath #2 Master Bedroom 15 amp #14 CU 2 Single 1 7 Bedroom #2 15 amp #14 CU 1 Single 1 4 Bedroom #3 15 amp #14 CU 1 Single 1 4 Bedroom #4 15 amp #14 CU 1 Single 1 4 Closet #1 15 amp #14 CU 0 0 0 Closet #2 Closet #3 Closet #4 Clothes Washer 15 amp #14 CU Two 3 -way 1 1 Garage 15 amp #14 CU 1 2 One (1) GFI BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 14 of 18 CRC- 022365 OWNER: Hall Lot 14 Hidden Paradise 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 Garage (Outside) 15 amp #14 CU Storage Room ' Attic 1 Pull Chain Bath Fan 15 amp #14 CU 2 Garbage Disposal 20 amp #12/2 CU 1 Single Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Prewire 15 amp #14/2 CU 2 Single Exterior Lighting — Back 15 amp #14/2 CU Two 3 -way 1 Porch Exterior Lighting — Garage 15 amp #14/2 CU Two 3 -way 1 Exterior Lighting — Front 15 amp #14/2 CU 1 Single 1 Weatherproof Recepts. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 e Electrical Fixtures Supplied and not in. Electrical Allowance: Item Brand Name & Model Number Wire Size Quantity Dining Room Progress 4032 -30 1 Breakfast Nook Progress 4609 -30 1 Foyer Recess with open trim 1 Rear Porch Progress 5590 -31 1 Master Bedroom Closet Progress 3408 -30 1 Bathrooms Progress 3114 -15 4 Bedrooms Progress 4609 -30 4 Halls, Closet or Laundry Progress 3408 -30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage (front wall bracket) Progress 5815 -31 1 Front Porch (O /H) Progress 5590 -31 1 Kitchen Sink (O/H) Recess with open trim 2 16. PAINTING: BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 15 of 18 CRC - 022365 OWNER: Hall Lot 14 Hidden Paradise PAINT, EXTERIOR: Sherwin Williams in owner's choice of color Number of Coats: 2: N/A Siding: Lap Trim: Stucco /Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: Sherwin Williams 1901/1900 Walls of Finished Area: Sherwin Williams 1900/1901 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: Sherwin Williams 1900/1901 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: Sherwin Williams - coats Glamorous White 1900 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. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 16 of 18 CRC - 022365 OWNER: Hall Lot 14 Hidden Paradise 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: Thinset over underlayment 1 Walls: Thinset 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: PRE -WIRE ONLY Other: BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 17 of 18 CRC- 022365 OWNER: Hall Lot 14 Hidden Paradise 20. LOT GRADING and LANDSCAPING: Lot will be fmal graded for proper drainage after or near completion of the house. Square footage and type of sod: Fully sodded Number and species of plants: 20 - 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 INSTALLATION Model/Style DATE (Tentative) Wallpaper, Materials, & Labor N/A N/A Floor Coverings - Carpet Portico - Monte Carlo, N/A Fascination or Illumination Floor Coverings - Vinyl Armstrong - Prevail N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hoodvent 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, Fertilizing & See Above N/A Labor N/A N/A N/A N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON, Inc. 4000 -B St. Johns Avenue, Jacksonville, FL 32205 Page 18 of 18 CRC - 022365 FORM 600A -2001 - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Lt 14 Hidden Paradise Builder: Bestcon Homes Address: Lt 14 Hidden Paradise Permitting Office: Atlantic Beach City, State: / tlantic Beach, Fl ,3a0-53 � Permit Number: Owner: 1` �0,$' t au Jurisdiction Number: 261100 Climate Zone: No h 1. New construction or existing New _ l i 12. Cooling systems 2. Single family or multi - family Single family I a. Central Unit Cap: 48.0 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 10.50 4. Number of Bedrooms 4 b. N/A - 5. Is this a worst case? Yes _ - 6. Conditioned floor area (ft 2097 ft c. N/A - 7. Glass area & type - - a. Clear - single pane 0.0 ft 13. Heating systems b. Clear - double pane 397.0 ft _ a. Electric Heat Pump Cap: 48.0 kBtu/hr c. Tint /other SHGC - single pane 0.0 ft _ HSPF: 7.75 _ d. Tint/other SHGC - double pane 0.0 ft b. N/A - 8. Floor types _ - a. Slab -On -Grade Edge Insulation R =0.0, 169.0(p) ft c. N/A _ b. Raised Wood, Adjacent R =19.0, 131.0ft _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons - a. Frame, Wood, Exterior R =11.0, 1392.0 ft EF: 0.91 _ b. Frame, Wood, Adjacent R =11.0, 222.0 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, 1537.0 ft ', 15. HVAC credits PT, _ b. Under Attic R =19.0, 527.0 ft (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R =6.0, 90.0 ft MZ -C- Multizone cooling, b. Sup: Con. Ret: Unc. AH: Garage Sup. R =6.0, 60.0 ft MZ -H- Multizone heating) Glass /Floor Area: 0.19 Total as -built points: 31891 PASS Total base points: 31931 _.- - -.... I hereby certify that the plans and specifications covered Review of the plans and . zKE sr . by this calculation are in compliance with the Florida specifications covered by this ov ; .. � ?� • '•••. Energy Code. Cky�y ( calculation indicates compliance , y //„ 4 " .o .� UU with the Florida Energy Cod ` '«nt � Code 0 PREPARED BY: ChLrr 1 6 I )is 4' B efore construction is completed a --^ e DATE: 15. Ab 1 DZ.- 1 (..7. , . ,a i this building will be inspected for * �.,� r, . ' I hereby certify that this build g, as de-ig -d, is in compliance with Section 553.908 '•-...f,1; " �!.. y compliance wi lori . nergy Florida ;�'. Statutes. oD wE :: OWN /A ./ trig) �,gi .� /.'k_) BUILDING OFFICIAL: DATE: k5 NAP DATE: EnergyGauge® (Version: FLRIPB v3.21) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lt 14 Hidden Paradise, Atlantic Beach, FI, PERMIT #: 1 I BASE I 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 2097.0 20.04 7564.3 Double, Clear SW 7.3 7.0 15.0 38.46 0.48 278.1 Double, Clear SW 1.3 8.0 36.0 38.46 0.97 1337.6 Double, Clear SE 1.3 5.0 16.0 40.86 0.87 571.1 Double, Clear SE 1.3 7.0 36.0 40.86 0.95 1392.8 Double, Clear NE 1.3 7.0 36.0 28.72 0.96 995.6 Double, Clear E 2.3 8.0 12.0 40.22 0.88 426.9 Double, Clear NE 5.3 10.0 18.0 28.72 0.74 384.2 Double, Clear N 7.3 11.0 12.0 19.22 0.78 179.7 Double, Clear NE 11.3 10.0 40.0 28.72 0.56 640.8 Double, Clear NW 1.3 14.0 60.0 25.46 1.00 1523.1 Double, Clear SW 1.3 7.5 40.0 38.46 0.96 1473.8 Double, Clear SW 1.3 3.0 8.0 38.46 0.72 221.7 Double, Clear SE 1.3 10.5 60.0 40.86 1.00 2440.5 Double, Clear H 0.0 0.0 8.0 72.73 1.00 581.9 As -Built Total: 397.0 12447.7 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 222.0 0.70 155.4 Frame, Wood, Exterior 11.0 1392.0 1.70 2366.4 Exterior 1392.0 1.70 2366.4 Frame, Wood, Adjacent 11.0 222.0 0.70 155.4 Base Total: 1614.0 2521.8 As -Built Total: 1614.0 2521.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.1 2.40 43.4 Exterior Wood 20.1 6.10 122.6 Exterior 20.1 6.10 122.6 Adjacent Wood 18.1 2.40 43.4 Base Total: 38.2 166.0 As -Built Total: 38.2 166.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1506.0 1.73 2605.4 Under Attic 30.0 1537.0 1.73 X 1.00 2659.0 Under Attic 19.0 527.0 2.34 X 1.00 1233.2 Base Total: 1506.0 2605.4 As -Built Total: 2064.0 3892.2 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 169.0(p) -37.0 - 6253.0 Slab -On -Grade Edge Insulation 0.0 169.0(p -41.20 - 6962.8 Raised 131.0 -3.99 -522.7 Raised Wood, Adjacent 19.0 131.0 0.40 52.4 Base Total: - 6775.7 As -Built Total: 300.0 - 6910.4 EnergyGauge® DCA Form 600A -2001 EnergyGauge ® /ResFREE'2001 FLR1 PB v3.21 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lt 14 Hidden Paradise, Atlantic Beach, FI, PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2097.0 10.21 21410.4 2097.0 10.21 21410.4 • Summer Base Points: 27492.2 Summer As -Built Points: 33527.6 • Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) • 33527.6 1.000 (1.090 x 1.147 x 1.00) 0.325 0.950 12540.1 27492.2 0.4266 11728.2 33527.6 1.00 1.211 0.325 0.950 12540.1 EnergyGauge DCA Form 600A -2001 EnergyGauge ® /ResFREE'2001 FLR1PB v3.21 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lt 14 Hidden Paradise, Atlantic Beach, FI, PERMIT #: 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 2097.0 12.74 4808.8 Double, Clear SW 7.3 7.0 15.0 7.17 1.62 174.6 Double, Clear SW 1.3 8.0 36.0 7.17 1.02 263.1 Double, Clear SE 1.3 5.0 16.0 5.33 1.10 94.2 Double, Clear SE 1.3 7.0 36.0 5.33 1.05 201.2 Double, Clear NE 1.3 7.0 36.0 13.40 1.00 483.2 Double, Clear E 2.3 8.0 12.0 9.09 1.05 114.1 Double, Clear NE 5.3 10.0 18.0 13.40 1.03 247.5 Double, Clear N 7.3 11.0 12.0 14.30 1.01 173.9 Double, Clear NE 11.3 10.0 40.0 13.40 1.05 561.3 Double, Clear NW 1.3 14.0 60.0 14.03 1.00 840.9 Double, Clear SW 1.3 7.5 40.0 7.17 1.02 293.3 Double, Clear SW 1.3 3.0 8.0 7.17 1.19 68.2 Double, Clear SE 1.3 10.5 60.0 5.33 1.02 325.1 Double, Clear H 0.0 0.0 8.0 8.45 1.00 67.6 As -Built Total: 397.0 3908.2 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 222.0 3.60 799.2 Frame, Wood, Exterior 11.0 1392.0 3.70 5150.4 Exterior 1392.0 3.70 5150.4 Frame, Wood, Adjacent 11.0 222.0 3.60 799.2 Base Total: 1614.0 5949.6 As -Built Total: 1614.0 5949.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.1 11.50 208.0 Exterior Wood 20.1 12.30 247.2 Exterior 20.1 12.30 247.2 Adjacent Wood 18.1 11.50 208.0 Base Total: 38.2 455.3 As -Built Total: 38.2 455.3 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1506.0 2.05 3087.3 Under Attic 30.0 1537.0 2.05 X 1.00 3150.8 Under Attic 19.0 527.0 2.70 X 1.00 1422.9 Base Total: 1506.0 3087.3 As -Built Total: 2064.0 4573.8 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 169.0(p) 8.9 1504.1 Slab -On -Grade Edge Insulation 0.0 169.0(p 18.80 3177.2 Raised 131.0 0.96 125.8 Raised Wood, Adjacent 19.0 131.0 2.20 288.2 Base Total: 1629.9 As -Built Total: 300.0 3465.4 EnergyGauge® DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR1PB v3.21 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lt 14 Hidden Paradise, Atlantic Beach, FI, PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2097.0 -0.59 - 1237.2 2097.0 -0.59 - 1237.2 Winter Base Points: 14693.6 Winter As -Built Points: 17115.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 17115.0 1.000 (1.069 x 1.169 x 1.00) 0.440 0.950 8729.4 14693.6 0.6274 9218.8 17115.0 1.00 1.220 0.440 0.950 8729.4 EnergyGauge DCA Form 600A -2001 EnergyGauge ® /ResFREE2001 FLR1PB v3.21 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: Lt 14 Hidden Paradise, Atlantic Beach, FI, PERMIT #: 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 4 2746.00 10984.0 50.0 0.91 4 1.00 2655.47 1.00 10621.9 As -Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 11728 9219 10984 31931 12540 8729 10622 31891 PASS . .. . ............. . .. ......,,„,„Es„........ :.... ................ ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, c a COD . EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLRIPB v3.21 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lt 14 Hidden Paradise, Atlantic Beach, FI, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors i 606.1.ABC.1.1 J 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 top plate. Floors 606.1.ABC.1.2.2 I 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 I to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 I 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; 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.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 I 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 tREQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit 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 I must have a pump timer. Gas spa & pool heaters must have a minimum thermal 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 I attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC 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. EnergyGauge DCA Form 600A -2001 EnergyGaugee /ResFREE'2001 FLR1PB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.0 The higher the score, the more efficient the home. , Lt 14 Hidden Paradise, Atlantic Beach, FI, 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: 10.50 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft 2097 ft c. N/A 7. Glass area & type _ a. Clear - single pane 0.0 ft 13. Heating systems b. Clear - double pane 397.0 ft a. Electric Heat Pump Cap: 48.0 kBtu/hr c. Tint /other SHGC - single pane 0.0 ft2 HSPF: 7.75 _ d. Tint/other SHGC - double pane 0.0 ft b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R =0.0, 169.0(p) ft _ c. N/A b. Raised Wood, Adjacent R =19.0, 131.0ft _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Frame, Wood, Exterior R =11.0, 1392.0 ft _ EF: 0.91 _ b. Frame, Wood, Adjacent R =11.0, 222.0 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, 1537.0 ft 15. HVAC credits PT, b. Under Attic R =19.0, 527.0 ft _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R =6.0, 90.0 ft _ RB -Attic radiant barrier, b. Sup: Con. Ret: Unc. AH: Garage Sup. R =6.0, 60.0 ft MZ- C- Multizone cooling, MZ- H- Multizone heating) 1 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) vZ S7 '•• ••., in this home before nal inspection. Otherwise, a new EPL Display Card will be completed A i4 °. .. based on installed Code , ompliant fe ures. `c `i, ' P. ;'pnr u O s Builder Signature. d Date: //61C7 , S a 's- d ' ity /FL Zip4 ( Q Y �77L i �/ ��` ' Address of New Home: • �� j / ,� %/� • cob *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 "'designation), your home may qualms for energy efficiency mortgage (EEM) incentives ifyou 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: FLRIPB v3.21) DATE: 12/20/02 MANUAL "J" SUMMARY REPORT Prepared For: Prepared By: Bestcon Homes R.B. Ellis Energy Design Systems Job Name: Lt 14 Hidden Paradise **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DESIGN CONDITIONS For Atlantic Beach OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor ( %) 5 Latent Factor ( %) 29 **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM WHOLE HOUSE 44338 1478 42315 1763 HEATING COOLING DELTA T 40 DELTA T 23 Equipment Brand Model Number: Air Handler , Compressor Capacity in BTUs: Cooling , Heating Sensible Load in BTUs Latent Load in BTUs NOTE:* *Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. * ** PREPARED BY ENERGY DESIGN SYSTEMS 904 - 287 -5339 DATE: 12/20/02 MANUAL "J" DETAILED REPORT FOR WHOLE HOUSE Prepared For: Prepared By: Bestcon Homes R.B. Ellis Energy Design Systems Job Name: Lt 14 Hidden Paradise ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** EXPOSURE GLASS NORTH SOUTH EAST WEST NE /NW SE /SW HORZ TOTAL AREA 12 12 154 211 8 397 COOLING 300 888 8162 13715 576 23641 HEATING 384 384 4928 6752 312 12760 WALLS TOTAL AREA 1614 1614 COOLING 4035 4035 HEATING 6456 6456 DOORS TOTAL AREA 38 38 COOLING 504 504 HEATING 791 791 FLOOR AREA COOLING HEATING SLAB 169 6152 RAISED WOOD 131 144 419 CEILING AREA COOLING HEATING UNDER ATTIC 1537 2306 2306 SGL ASSEMBLY KNEE WALL 527 1212 1423 MISCELLANEOUS COOLING LOADS People Sensible Load 1500 Latent Load 4227 Lights & Appl. Load 1200 Latent Safety Btuh 211 Ventilation Load Duct Heat Gain 3433 Infiltration Load 2489 Sensible Safety Btuh 1852 TOTAL SENSIBLE LOAD 42315 TOTAL LATENT LOAD 4438 Summer ACH 0.4 Temp. Swing Mult. 1.00 * ** Total Cooling Load 46753 BTUH Or 3.90 Tons * ** MISCELLANEOUS HEATING LOADS Infiltration Load 10478 Ventilation Load Duct Heat Loss 1515 Safety Btuh 2039 Winter ACH 0.8 * ** Total Heating Load 44338 BTUH Or 3.69 Tons * ** ( 1 i m *� “ 04. o mm o `nom • 01 , •> > �� D m r m 0 m'� '� rt N 4.1 7-- m �O taD= C��D •CN�'�;Om ��D�� ,"�"�+ CA i t'l 6 Z a - ci t m .� .4 0 m O0-... m mm .� a N 3:111 o m 6 9 „C”, @IS n — ha' S 5.0.--:° ca XI C t tD �� O =.. '•* *5" y O C > 3c3 NO o �� ?� o -,co3 3 -% 'v 3 m —pc < o <.,," °m o' ?o - c'c 0, 60 fn Ni g '` <' - O +, ca 44 c 1---.0,5-- m a O m y :"1 mM a o o 'm m 0 3 a =•2: It m o V o m a mm a (0 Li = 4 i O O . 11 a 0 z oD M. M 1•rt "' 9.0 ? � ppc - '' D AN a -+, �Oy 0)0- cLme P. 0 n O � 0 mam m � ar r o m 0 O �� ' o n ws.N --, m a w < rn O 0,0.0 a �D 0 =�D r+ MI c d ID ?o d Cm O NO' 3o°F ,° '- = mo +mm + 5 m � : c''`'.'d d cn �D v -V 0 , _ 0 0 0 >> o 3 p * o m a - 0 = o 2 a '' m � a:r N ? � n "O m 5. 0 i n n a 0 c aa < ='o' _ , m • � ? °. m we3 m M WIND FORCES STRUCTURAL ANALYSIS FOR LoT I Af HIDDEN PARADISE, ATLANTIC 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: DECEm6ER , 2002 12123/0 2- i I Date 12. /02.. . � L 6n� -c,, p, L Si i e Z u b j vi e Yes 1 c 4. tic. s t;A e C lvt^"ti,z 5 truc ttvYa L c I.00 P .P w 441 .5 li e..--- 7 / l�,"os 6 F i o o r ; _ • 3 /L" I 46- p t RooF Tr1.4 sic s 4 _ ��o o r f Y1.4 Ile! :— t 4 Fret milia (S S1 5evk4s Foi txf_ 'woff: — 5 5Chadu& °.C" urn, arch ; tcc,tu, -4 j A VVI o Y zie to S ±e- '..44_11 :— ' /2 11 16 bolts (a7 98 „ .o . c - .3 � P e Ow Less vtOte.g.Q 0 1:1^.eYwis a Pcao i. 5 bw+.. N..4 ail Yep%s, re rc esiea: — 1 49 Rod WA 18 C Qt” GOr jer1 g ooF ,f wme,t s ems. t - nct.i Lit pq.deiz :_ F 4 cul......,, c i re_ yi c .,:, { ,. ,, , RooP Pq.d. S -(lpoT ts. UY1teSs 1,1p e. pbtee1.4Se f ' 7 t� t 2 t f Vlts gOD C 'lei 1. 5 •— Z t P 1 r Pit/0Y Q rep, ( TTICIAAG Qgrocat 4 Po( 4 00eYtia.K :— Z oo rb J eiv `�, 0 F R e iS . e c om e Q ey- : _ , ,o ' DATE: (Z.10 2-- 670L t 1..E) • Sheet Z B) Wind sPee4 t z wtpv, ( 3 sec us t) stro�Gor� M R It c : 2.1 Ft` °� l,u� �[ ,t IA VA eft e Osovre- u N • tIP <X46 Import ice Factor, 1 = 1. o ‘ tyo ow- 9kbri s Yto iuh C am►44) . I F to es .t s tfwvtu -fa -e/k ts-r; o,r t h, i s ; a, t«. Yt „1 ra. c - 0 0 e ro t ge b . CoV�e ti,. tern fi,�r �o C ude r. •4 r recut 7 /IG 4t p p FaJ Cw14,4 to vrtr�w Pro,/ o , Doe- t4,4,1e, 5hown w - ' ' TA(8LE 1608.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS 1:1=1: =111====. FASTENER. SPACING p0 1)auble- Headed Nail SI: 1 ioclr=25.4 mm 1 fog = 305 mm Notes: • 1. This table is based on a maximum wind speed 0f 130 mph (58. pals) and man roof height of 33 feet (10 m) or less 2. Fasteners shall be installed at opposing ends of the wood structural panel. 3 • Whom screws are attached to masonry or mawnry/stucc they ey shell be a ttached using vibration - resist ity of sh scre (211080 kcoN) ant 4. Nails all be d m or 12d anchors ^ng a minimum witbdraay) ca double -haled nails. C) op614441 s k' :5 7Ywctt ui1LI b°- 4:4 s P arc b■ or bin rn►�� G.X / a IYvilC• uPuft o• Kb F sL tAgt C co A. U,o u �1/4d� 65.4 Ps P W s4 W r Ftr 84 (,vv► ,, E y � � N•-:-Ps Spite � 6, O • c_ P 5i 41 (46.4) (Z)(0.6)= (05. ii IbS i ti pt per Ft (n1 pri4, ;, w rc.1; s t s truutive s) (4 ) 43(;) - -L- -- (44 I‘noc al,„)( cuivviie 0 t ) i t 9 c- km 4 t woo., Ro fl � ,C em 3 � — �C Rti�r P f tz h0ta,� � 0p f .trA �e:.�.jai.,i Rai W . tf- �'� � al DATE: ■�i L- &- b lel, Sheet _ s p sloo ) ( Z? 1 ), Lf ) = 63 R V '1�� u� �1¢� S tr�� E S , 5 p SF �� H � 007 o wt 3 2 C )?°// , at Cv Svc /144 w 3 S2 . • 11 4 s teet, R.ol y O Cvo o -c • et / r ( :i Dorn). L t i3) /5 .532 RP .N.163 Of c n g1vc k , cC sL ; o-Y, C tit it 5 gal 0-11. 6o ctYo ,x. ‘.1e42 _ • m (o-.31) (20/000 f l . 33) /5 = 14 (4 et Teltsrw► (Al %Z # A 36 601.4 = O S AP Fes, or .esSe� . 0 -?�4 � o f ell 6- ?Si �m� 15 6- 3G oo P�. _ _ 'E �► h6 ° • 2 � 41 gyp- 7 Q6 � _) A-11L J .1 4 ri u+, = 2.19 0 lb 1 � 7,44:90/5 1. roo t 6 199 0 1/34 . C�I E VAS �b1 ( uoo�t) _ pa Ste fj36 WA 1h.rt. aft- _ --F Cailut4.) =C9 ooVI. = 532_ Pb ' 5'15 -4 7)b 545 PSI' ?_�s�Cst�; v = Co.-) 9i Co. TS )C/SXS•45c)C!!4)= gor16.:1"�Fb Fi r.+. ( e M/S = io•ov2C �: 5661r f1lid Te C7'YI ANA (Aar $o ff- ._ = 15299L(27a f�) 35 9 1 0 e01. �Cuw a f� l e y 2. ='q i4t4- cu kcv4 _) Ft - 1.440 ibr (see above 4 L(llt4 4ole S oea-.Y bo l �''l 1 /2. 4 + /�13 G 1.� = 350 F,;, .96 or o -11 A6 F� /-{ UL Je,l c S�a, - 350`► �05'00(0.z) = 195'7 lbs 0 it (o•{2)(o•2-)( 3 - 869 l b s i l TABLE 1606.2A f � I — :'/‘ ' • J IR(iEIf f IE 01 1113113 0 _ �� IT3 a • ammo N - 3 1 v.. 0 I I 1 I EMEINERE t 3C C7 um ®EB r 1 EEZ5E Egg c W �E mfEE ^ 0. u� s" EIIif i iD g II D gD J II cro ft ts 1 4 2 111:2131111EM 7 7 cal= .0 f 1 EIIflEgiL Q g � - - 11 � � � _ i O v ® H C ®�� cfD !Ire 11 m 'D . 3 ®® 1: y 3 1 ® O y W � e. 2. a to - ® 7 N co „ler h 0 m .p g -. O. r = z agEssom / __ m - _ O 1I E. ac A moo m E M o c�c�oa = 0 N a, N �I w y$ R O C ` C C H .0 O m y a R V 7 0 ' Z7 m C y _ N m N m m 0 i C O f C a C C '� C . w y 7 j 7 N � y y y j_ J ~ J Il J F `` - � J H C N C C . � o� j y m J f.- J } ` O a 0 y y 0 J O m m CO V L O '- L. d m Tec o o _ - u a s = �, E w - a co v y 16.10 :OD:— FLORIDA BUILDING BUILDING i DATE: 1Z. in- 1 6 'jft P'E.-- i i txt 14 Hp ,) 60.104 s tfi.t,ttivi.c , us frz Ff3C - Zo Cri}scie% r S t447 etcit s. 04,404-3140% a s co Uz tall • Building, simple diaphragm: A building which complies ' : with all of the following conditions: s toNGn 1. enclosed building, 2. mean roof height, h, less than or equal to 60 ft (18 m), • 3. mean roof height, h, does not exceed least horizon- i-- DEL tal dimension, RooF 4. building has an approximately symmetrical cross ANGLE section, �oriE 5. building has no expansion joints or structural sepa- 1 LONGITUDINAL �� 1 rations within the building, LONG 6. wind loads are transmitted through floor and roof 1EUD1NAL % s' 1E - • diaphragms to the vertical lateral- force - resisting systems, and 1�� 7. if the building has moment - resisting frames, roof RANGE slopes do not exceed 30%. FIGURE 1606.2b . • MAIN WIND FORCE LOADING • DIAGRAM WINDWARD ROOF WINDWARD ROOF 11.L.-LI.1, I LL_L ..` .1 1 111.11.1111 ` ._- `J g xi§ --. i MI = i . TRANSVERSE ELEVATION I ONGRt1DINAL ELEVATION r FIGURE 1608.2 APPUCATION OF MAIN WIND FORCE RESISTING SYSTEM • LOADS FOR SIMPLE DIAPHRAGM BUILDINGS HEIGHT AND EXPOSURE ADJUSTMENT COEFFI Mean Roof Exposure D 15 1.800 i 20 1.00 1.47 25 1.00 1.55 30 100 1.40 1.61 35 1.05 1.66 a 1.09 1.49 1.70 45 1.12 1.53 1.74 50 1.16 1 56 1.78 60 1.19 1.59 1.84 1.22 1 -62 1.87 Note: All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. See 'Yt e4c' s \nee :L. . AA., 1 611. 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W e,te 0 . For (44.1 (D. , to rW "-Q-4--=1740 C 1 H �� k) 0.,Q I,tJce.� V ^ ' 1 ( lbs/FL) =11y / 1207_ .1y5 pp Tor c =CI-No )( 6 )— C tab . S. V �Z =5to -=) v S e 7i /4, h mm u. 0 dN "%I2 w/ `' 9 to-m.444/11i n 57 . ,�/�. t (. v)1.ST o- u ," S l S 0 N j FAY IA - oC.t a t 10U t.t.. t j t 0 p t�x.L 0 • POOL RM /REC QM , I� BEDROOM - X an'. -X '''' ® C. OPE4 1 \ CW3C `✓I roi run \ N,,, _ _ ..,,,:, :_ , il - ri - ,. pingsminv- — i immmumt \\ ' . .. BEDROOM' _ .... ) - ---, x ? ` TM 1.r BEDROOM [1.--11MI 7 DECK '. Ilate '. at) ll - L..