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950 MAIN ST - PERMIT RES17-0185 DWGS34'8" ti pis 21'9" M U U U w w w w w w w w CJ18 CJ16 A10 I I I I I I I A9 U I T08 � N I AS A7 A6 1 A5 I A5 I A5 I A5 I A5 I A5 I A5 A5 I L— A4 A4 U A4 N � N A4 A4 A4 A4 A4 A3 A2 A2 Al B12 B11 19'1" 12'11"—� M M M (D co w w w U U U a�^� I I t I I I T f f I k I I I I I F I k t L I 57„ JOB: BUILDING UNLIMITED LOC: 905 MAIN STREET PLAN: DESIGNER: BDE PITCH: 5/12 OVERHANG: 16" WIND CODE: 130 MPH - EXP C - CLOSED ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 ,ALPINE HS PLATE APPROVAL # 1999.2 ENGINEER OF RECORD MARTIN ENGINEERING 13245-4 ATLANTIC BLVD #$261 JACKSONVILLE, FL, 32225 904-472-1459 LICENSE NUMBER: 32027 - 9'-0" BRG HEIGHT C) V W tjL U LL C) g i- Cn E `o 01-6 g ELI �9 m ^ s Z 2 d 5 % tip a o d '9 7o o o� Ro °moo 'If 2 C) O o - g a p j E c Zd8 Fw--.L 33 S ¢=�E�os'o N 03 10 x6 47 cfm 5 " e ll 8 x4 28 cfm 411 HVAC Layout 12x8 140 cfm 8" 12 x 12 224 cfn 1911 IL Ii n -E" 4 9 cfm 411 911 10x6 57 cfm 5„ i 12 x 12 7 _ �r 84 '� 27 cfm �4 6 8x4 42 cf 10x6 5” 73 cfm12 " 6" 1) 16" Job M R0316114 Performed by TMN for: Lot 3 Atlantic Beach, FL 20x14 729 cfm 14" 12" 911 12 x 12 115 cfm 7" 12 x 12 115 cfm 7 it 12 x 12 150 cfm 711 12x12 150 cfm ..,..... 7 1 t L� Solar Home Developers 2425 Bentshire Dr Jacksonville, FL 32246 Scale: 1 :51 Page 1 Right SAIe® Uniwrsal2017 17.0.03 RSU07440 2016 -Apr -22 17:18:40 ...Lot31RO316114 - Garage Leftrup U w 0 ry w > z O O U_ r J Z 0 Z 0 V)Z w 0 Z LU > w V) V) z Q rV Q U CID0 0 U J J b Z w w Z z w Z ryry 2 O ry F_ Z LU CIOZ 0 Z LU ry 0 0 Q ILIw LL_V) 00 �Q OZ r0 Z� Qo ZZ �0 0 < O wz 00 3w z� 00 WJ UJ Q o� Ow LU> LU �o CYZ OQ o�Sz LU V)W wU m J � J OQ zN J J r�- Q =o L'oU �Q LU F- Uz Z0 OU U w Z~ 0� V) X 00 o� Za_ aQ Jn � w LUQ Z0 W �w ry �Q �z z0 Z o� U� J W J Z zU z �_yw ww w= Z� (D = z�__ w3�. ZV) �=Z af0 aV) Z LU 00 00 U 0 J M CO 0 1 LOT 69 BLOCK 184 FD. 1/2" IRON 102.39'(F.M.) (NO 1. D.) EXISTING WOOD FENCE 102.009 (PLAT) 11 "OAK a "CHERRY 10.1 „ 10.0 0 7 OAK 22.2 - M 5"MAGNOLIA (.0 Q J p L� 0 w 0 0 c� z in 0 ^ 20.0 O O N 0 00 Y U 0 m O 21.9 - FD. 1" IRON (NO 1. D.) --� 10.0 ) 0 WATER c� J SANITAF Z ( F- 0 07 �z c� 0 X O D w N 0 00 Y U 0 m O 21.9 - FD. 1" IRON (NO 1. D.) N 0 J FD. 1/2" IRON (W/CAP) "CHERRY g"OAK 6.8 0 8"OAK 1o.18"OAKO'HICKOR0 O 0 5" OAK 0 24.3 4.5"OAK 0 6"OAK 0 7"OAK 8 ,o0 0 2qoOAK 9"OAK 9"OAK O 0 4"OAK 0„ )14 OAK 7 OAK CHERY 9 OAK 0 0 "OAKp 6" BAY 34.7 » eAK PROPOSED SFR FIFE = 10.7 OAK 7" BAY 5.1 7"OAK e FD. 1" IRON (NO 1. D.) 60.0 - 5.0 --- + EXIST. C.L. 102.00' (PLAT) 102.65'(F.M.) LOT 2 RIVEWAY N - 20.7 - 5.2 SET 1/2" REBAR (LB 7992) 9th STREET (50.0 FOOT RIGHT-OF-WAY) LOT 69 BLOCK 184 (10.1) 102.39'(F.M.) WOOD FENCE 102.009 (PLAT) ,(10.0) DRAINAGE PLAN SCALE: 1" = 10' C 9.9) PROPOSED SFR FFE = 10.7 6" BERM 6" BERM or °b' 10.2) (9.03) WATER METER r SITE PLAN SCALE: 1" = 10' old --� 10.0 ) ��o WATER o �0 SANITAF H ( 9.0 0 O O �z c� 0 � me O D Q '8.3 )TC (8.1 )G O �1 El- 1-/ 6NN O I.L LJ ,� O 0(9.6 a o �� m � Imo.. Uj a von' Ir LLJ 0 oW ^ Ln N it r- d LJ Z 0 Q Q J -1 W LL, N 0 J FD. 1/2" IRON (W/CAP) "CHERRY g"OAK 6.8 0 8"OAK 1o.18"OAKO'HICKOR0 O 0 5" OAK 0 24.3 4.5"OAK 0 6"OAK 0 7"OAK 8 ,o0 0 2qoOAK 9"OAK 9"OAK O 0 4"OAK 0„ )14 OAK 7 OAK CHERY 9 OAK 0 0 "OAKp 6" BAY 34.7 » eAK PROPOSED SFR FIFE = 10.7 OAK 7" BAY 5.1 7"OAK e FD. 1" IRON (NO 1. D.) 60.0 - 5.0 --- + EXIST. C.L. 102.00' (PLAT) 102.65'(F.M.) LOT 2 RIVEWAY N - 20.7 - 5.2 SET 1/2" REBAR (LB 7992) 9th STREET (50.0 FOOT RIGHT-OF-WAY) LOT 69 BLOCK 184 (10.1) 102.39'(F.M.) WOOD FENCE 102.009 (PLAT) ,(10.0) DRAINAGE PLAN SCALE: 1" = 10' C 9.9) PROPOSED SFR FFE = 10.7 6" BERM 6" BERM or °b' 10.2) (9.03) WATER METER r SITE PLAN SCALE: 1" = 10' old (8. o ��o WATER o �0 SANITAF H ( 0.1) 0 O O �z c� 0 � me O D 0 '8.3 )TC ■ W W J ry Q� �� 0 °' �- 0 0- AREA TABULATIONS z OT AREA: 5,114 SF �BUILDING: 2,032 SF N RIVEWAYS/WALKWAYS: 363 SF A/C L IMP: 2,404 SF (47%) NOT : R00 OVERHANGS PROJECTIONS TO BE LESS THAN 20" INTO FRONT, REAR, & SIDE YARD SETBACKS. RIVEWAY 102.009 (PLAT) 102.65'(F.M.) LOT 2 9th STREET (50.0 FOOT RICHT-OF-WAY) x(9.7) (8.4�)TC (8.2 )G w W T4_j V , 0 0 N 7)TC (8. (8. 8) (8 WATER METER SANITAF H ( 0.1) 0 O O �z c� CP O � me O °D 0 '8.3 )TC (8.1 )G x(9.7) (8.4�)TC (8.2 )G w W T4_j V , 0 0 N 7)TC LLA E-- 0 )0)G (8.30) SANITAF MANHOLI ELEV (8. OICIS O O O O I� (8.44) V1 z 0 S O �1 D LJ U V (8.51) BENCHMARK NAIL 8c DISK IN WOOD POWER POLE ELEV (10.26) NAVD (88) Required Treatment' Volume FNter Fc LEGEND PRE -DEV. SPOT EL. POST -DEV. GRADES - SF- SILT FENCE POST -DEV. FLOW PTH. 1. CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCE AS SHOWN IN DETAIL PROVIDED. 2. CONTRACTOR SHALL INSTALL GUTTERS FOR ROOF RUNOFF COLLECTION. GUTTERS SHALL BE CONNECTED TO STORMWATER RESERVOIR. 18• Min. Driven Vo. 10 Gage stic Zip Ties A�• Sterne, .` First Fence Second Post Rotate Posts Together Before Installation Fcoene end See ote 4 First Post Post Embedment ELEVATION SPLICE DETAIL -PLAN VIEW PUBLIC WORKS NOTES: { APPROV D Filter Fabric 1. Temporary silt fence shall be inCt4csp 1prLe6 o any grading work, in the area to be protected. Fence siall)N,the Direction Of Flow construction period and rem ov �' tthe 'final grading and site stabilization. V Undisturbed Ground Line 2. Filter fabric shall meet the requirements of material specification 592 Geotextile Table 1 or 2, Class I with equivalent opening size of at least ;.`..: 30 for nonwoven and 50 for woven. 3. Fence posts shall be either wood post with a minimum cross-sectional area of 15' X 1.5" or a standard steel post. 4. When splices are necessary make splice at post according to splice detail. Place the end post of the second fence inside the end post of the first fence. Rotate both posts together at least 180 degrees to FABRIC ANCHOR DETAIL create a tight seal with the fabric material. Cut the fabric near the bottom of the posts to accommodate the 6 inch flap. Then drive both posts and bury the flap. Compact backfill well. LLA E-- 0 V) Z 0 z 0 � U V � Imo.. Uj a 0 Z Z Q Q J -1 W LL, W% W W = (D Q J Q Z ZW Z -U 0ry ZQ- 06 Q Z .J o Q W J VJ .� 1.1O Ln V Z o N M (� > 0"Ln GLS ops d'O tuj U r- M Z F- J Z �QO�� -'z ov Z �- ' U � Q GL N ^ I� .i r.. ■ ■ moon PROJECT #: BURS -26 DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED ISSUED: 9/19/17 REVISION -1: 10/11/17 REVISION -2: . 'o Z., . *: No 035 •: 7 SATE OF �• � f ION A' ��. 'SNS KEVIN C. MARTIN, PE #80359 SHEET C-1