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HomeMy WebLinkAboutBHI_15-11_JacksonVillage of Bald Head 2015.11 Island Permit Number Local Government CAMA MINOR DEVELOPMENT --� PERMIT as authorized by the State of North Carolina, Department of Environment, and Natural Resources and the Coastal Resources Commission for development in an area of environment concern pursuant to Section 113A-118 of the General Statutes, "Coastal Area Management' Issued to Dann Jackson, authorizing development in the Ocean Hazard (AEC) at 33 Cape Fear Trail, in Bald Head Island, as requested in the permittee's application, dated October 26, 2015. This permit, issued on November 16, 2015. is subject to compliance with the application and site drawing (where consistent with the permit), all applicable regulations and special conditions and notes set forth below. Any violation of these terms may subject permittee to a fine, imprisonment or civil action, or may cause the permit to be null and void. This permit authorizes: Addition and replacement of decking to rear of existing structure. (1) All proposed development and associated construction must be done in accordance with the permitted work plat drawings(s) dated received on October 26, 2015. (2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations, applicable local ordinances and FEMA Flood Regulations. (3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and modification of this permit. (4) A copy of this permit shall be posted or available on site. Contact this office at 910-457-9700 for a final inspection at completion of work. (Additional Permit Conditions on Page 2) t-irGEi V ED DCM WILMINGTON, NC N0V 2 3 2015 This permit action may be appealed by the penrittee or other qualified persons within twenty (20) days of the issuing date. This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. Arty maintenance work or project modification not covered under this permit, require further written permit approval. All work must cease when this permit expires on: DECEMBER 31, 2018 In issuing this permit it is agreed that this project is consistent with the local Land Use Plan and all applicable ordinances. This permit may not be transferred to another party without the written approval of the Division of Coastal Management. Stephe CAMA LOCAL PERMIT OFFICIAL PO Box 3009 ,,-"a Head Island, INC 2UW PEFORTEE (Signature required if conditions above apply to permit) Name: Jackson Minor Permit # 2015.11 Date: November 16, 2015 Page 2 (5) The structure must set back a minimum of 60 feet from the first line of stable natural vegetation, as determined by the DCM, the LPO, or other assigned agent of the DCM. (6) The permittee is required to contact the Local Permit Officer 910-457-6255, shortly before he plans to begin construction to arrange a setback measurement that will be effective for sixty (60) days barring a major shoreline change. Construction must begin within sixty (60) days of the determination or the measurement is void and must be redone. (7) All buildings constructed within the ocean hazard area shall comply with the NC Building Code, including the Coastal and Flood Plain Construction Standards of the N. C. Building Code, and the Local Flood Damage Prevention Ordinance as required by the National Flood Insurance Program. If any provisions of the building code or a flood damage prevention ordinance are inconsistent with any of the following AEC standards, the more restrictive provision shall control. (8) All buildings must be elevated on pilings with a diameter of at least 8 inches in diameter if round, or 8 inches to a side if square; and the first floor level of the sills and joists must meet the 100-year flood level elevation. (9) All pilings shall have a tip penetration greater than eight feet below the lowest ground elevation under the structure. (10)Dune disturbances will be allowed only to the extent necessary for development and if the dune's protective value is not weakened or reduced. Disturbed dune areas will be immediately stabilized. (11)AII unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective sedimentation and erosion control measures. Disturbed areas shall be vegetatatively stabilized (planted and mulched) within 14 days of construction completion. (12)Any structure authorized by this permit shall be relocated or dismantled when it becomes imminently threatened by changes in shoreline configuration. The structure(s) shall be relocated or dismantled within two years of the time when it becomes imminently threatened, and in any case upon its collapse or subsidence. However, if natural shoreline recovery or beach renourishment takes place within two years of the time the structure becomes imminently threatened, so that the structure is no longer imminently threatened, then it need not be relocated or dismantled at that time. This condition shall not affect the permit holder's right to seek authorization of temporary protective measures allowed under CRC rules. 0SIGNATURE: DATE: PERMITTE RECE11VED DCM WILMINGTON, NC NOV 232015 Locality Permit Number__ Ocean hazard Estuarine Shoreline ORW Shoreline Public Trust Shoreline Other (For official use only) maz1_53 11 I►I 19 ►ll f' Shl LOCATION OF PROJECT: (Address, street name and/or directions to site. If not oceanfront, what is the name of the adjacent waterbody.) DESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.) SIZE OF LOT/PARCEL: square feet 7 acres PROPOSED USE: Residential (Single-family ❑ Multi -family ❑) Commercial/Industrial ❑ Other ❑ -;' �2r Tq�FY COMPLETE EITHER (1) OR (2) BELOW (Contact your Local Permit Officer ifyou are not sure which AEC applies to your property): (1) OCEAN HAZARD AECs: TOTAL FLOOR AREA OF PROPOSED STRUCTURE: Q ov sq are feet {includes air conditioned living space, parking elevated above ground level, non -conditioned space elevated above ground level but excluding non -load -bearing attic space) (2) COASTAL SHORELINE AECs: SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT UPON SURFACES: _ square feet (includes the area of the roof7drip line of all buildings, driveways, covered decks, concrete or masonry patios, etc. that are within the applicable AEC. Attach your calculations with the project drawing.) STATE STORMWATER MANAGEMENT PERMIT: Is the project located in an area subject to a State Stormwater Management Permit issu by the NC Division of Water Quality? YES_ NO If yes, list the total built upon area/impervious surface allowed for your lot or parcel: square feet. RECEIVED DCM WILMINGTON, NC OCT 2 6 2015 Q HEIE PERMITS MAY BE, REQUIRED: The activity you are planning may require permits other than the LAMA minor development permit, including, but not limited to: Drinking Water Well, Septic Tank (or other sanitary waste treatment system), Building, Electrical, Plumbing, Heating and Air Conditioning, Insulation and Energy Conservation, FIA Certification, Sand Dune, Sediment Control, Subdivision Approval, Mobile Home Park Approval, Highway Connection, and others. Check with your Local Permit Officer for more information. STATEMENT OF OWNERSHIP: I, the undersigned, an applicant for a CAMA minor development permit, being either the owner of property in an AEC or a person authorized to act as an agent for purposes of applying for a CAMA minor development permit, certify that the person listed as landowner on this application has a significant interest in the real property described therein. This interest can be described as: (check one) an owner or record title, Title is vest in _� rim„S 4 .� a a , see Deed Book360 g page q l"t in the a County Registry of Deeds. _an owner by virtue of inheritance. Applicant is an heir to the estate of probate was in County. _if other interest, such as written contract or lease, explain below or use a separate sheet & attach to this application. NOTIFICATION OFADJACENT PROPERTY OWNERS: I furthermore certify that the following persons are owners of properties adjoining this property. I affirm that I have given ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for a CAMA. permit. (Name) (Addy ,ccl ACKNOWLEDGEMENTS: I, the undersigned, acknowledge that the land owner is aware that the proposed development is planned for an area which may be susceptible to erosion and/or flooding. I acknowledge that the Local Permit Officer has explained to me the particu- lar hazard problems associated with this lot. This explanation was accompanied by recommendations concerning stabiliza- tion and floodproofing techniques. I furthermore certify that I am authorized to grant, and do in fact grant, permission to Division of Coastal Management staff; the Local Permit Officer and their agents to enter on the aforementioned lands in connecR with e j al a r� information related to this permit application. H t C; E U DCM WILMINGTON, NC Lani>owner or person This the 4"Bf, 20 to act as his/her agent for purpose of filing a CAMA permit application This application includes: general information (this form), a site drawing as described on the back of this application, the ownership statement, the Ocean Hazard AEC Notice where necessary, a check for $100.00 made payable to the locality, and any information as may be provided orally by the applicant. The details of the application as described by these sources are incorporated without reference in any permit which may be issued. Deviation from these details will constitute a violation of any permit. Arty person developing in an AEC without permit is subject to civil, criminal and administrative action. V AEC; E 1,42_7AR D N�) f-IGE Project is In Am.: Ocean Erodible Area High Hazard Flood Area __Inlet Hazard Area Property Owner: ��I�y/J5 67A1L aU:W Property Address: 4� Date Lot Was Platted: /n& t� 1C?61 This notice is intended tomakeyou, the applicant, aware ofthe special risks and conditions associated with development in this area, which is subjectto natural hazards such as storms, erosion and currents. The rules of the Coastal Resources Commission requirethaiyou receive anAfiCHazardNotice and acknowledge that notice in writing before a permit for development can be issued. The Commission's rules on building standards, oceanfront . setbacks and dune alterations are designed to minimize, but not eliminate, property loss from hazards. By granting permits, the Coastal Resources Coirltnission does not guaranteethe safety of the development and assurties no liability for future damage to the development. Permits issued in the Ocean Hazard Area of Environmental Concein include the condition that structures bg relocated or dismantled iftheybecome_ #Ominentlythreatenedby changes. in shoreline configuration. Tke_ structure(s) must be relocated or dismantled, within two (2) years of becoming imminently threatened, and In ady case upon its collapse, or subsidence. The best available information, as aocepted by the C astal Resources Commission, indicates that the annual I m 4erm average Ocean erosion rate for the. area where your property is locatedisZ. feefper.year. The rate was established by careful analysis bf aerial photographs of the coastline taken over the past 50 years. Studies also indicate that the shoreline could move as much as feet landward in a major storm. The flood waters in a major storm are predicted to be about feet deep in this area. Preferred oceanfront protection measures are beach nourishment and relocation of threatened structures. Hard erosion control structures such as bulkheads, seawalls, revetments, groins, jetties and breakwaters are prohibited. Temporary sand bags may be authorized under certain conditions. ,SPECIAL NOTE; This hazard notice is required for development in areas subject to sudden andmassive storms and erosion Permits issued for development in this area expire on December 31 ofthe third year following the year in which the permit was issued. Shg0y before work begins on the project site, the Local Permit Offioermust be contacted to determine the vegetation line and setback distance aiyoursite. lftlie property has seen little change since the time of permit issuance; and the proposed development 'can still meet the setback requirement, the LPO will inform you that you may begin work Substantial progress on the project must be made Within 60 days of this setback determination, or the setback must be remeasured. Also, the occurrence of a major shoreline change as the result of a storm within the 60-4y period will necessitate remeasurenient of the 'setback. It is important that you check with the LPO before the permit expires for official approval to, continue the work after the permit has expired. Generally, iffoundationpilings havebeenplaced and substantial progress is continuing; permit renewal can be `authorized. It is unlowf�l to'eontinne wort atier permit can The applicant must acknowledge this information and by signing this notice in the space below. Without the proper signature, the application will not be complete. For more information, contact: STEPil�'N �Q�lr -T Local Permit Officer 1:0_. Address Locality Phone Number RECEIVED dCM WILMINGTON, NC_ OCT 262015 Postal ,A RECEIPT CO .. only ru C3 eNi! Mgt Be -- a O - t �9 t3LA;go 'j 97 I `Jil, BT�'9()-8{, 89]`. NhB kba aMfT 0ABwm RBce!Ptow,o y] t L7 QReNnABce;Lt fa!wwNy 3 QCer44aE NutlflmadMOaenry S PC ark m! QAGui ^rp�UBB P.aquyrM S / Here M ❑!aua^,up,awmna:a:ataaoa�mens ��j L O ZO1S Paso = J S O ' am�ostaat,gB one as to S LD • USPS r-1 a Jlldat dXliPL Ne.. Uf FA(1 �``O. •_• .._.......... ___...._. i Postal ' tILP RECEIPT i' Dameslic Mail Only ru a -� : •y S ,gyy gp iretl OF 3 CBrsRee Mai Fee NQAO !S(,9 O $ - cea BOB('&.M_t fN. Baer as $ n0 ?B O ❑RUBm ReeNptlM1rmacpy) ❑Rawm RecelPl(BecavNc) S PosMa C ❑CWBBI Mollflmuktae UaWBY S Hare Cr o 13 T 81aBB PAOBBBB s e 0 2015 O QACWCShaaunfloBvktee DaNeryi �., Poata B .n S O oia B,faBe anea USPS ui $ IM rl (,. RECEIVED DCM WILMINGTON, NC OCT 2 6 2015 5'-Ph• I r 6'-6' 18'-0' x 6'-r F 6'-0. VOL6'-4Y4. FC.0 W-3. IBRIDGING AT I I I 1 11 I I I I I I di'r-T 2) LA_rIDSPAN PROWDE1) 2x DECK JOIST (Y GRADE n ( K'W a E CH SIDE OFCOLUMNDPLYWOOD DECK �" I I I (2) i{ CLLVAN 4 P ATHRU CES MAL 1 PUC6(�)(__I. I� ` 1 PROVIDE 2xt0 PT NAILER I� AND 2x2 PT LEDGER AT GARAGE WALL FRAMING EXISTING 1st FLOOR FOR DECK INSTALLATION 1' SLAB - 30DO Psi CONCRER WITH FIBER MESH REINFORCEMENT ON 10 mil POLY VAPOR BARRIER AND CLEAN, WELL -COMPACTED SAND (TYPICAL) LEGEND — — — — 2xIO PT JOISTS B 16' o.c. ---I I TURNDOWN SLAB/ �j (TYPICAL) SLOPE Tb'/IL I I FOUNDATION (TYPICAL) 11 EXISTING FLOOR PLAN NUMBER OF BUNDLED 1 so .1 (TYPICAL) COORDINATE WITH STUDS UP (TYPICAL) BI ARCHITECTURAL SKETCHES (2) 2xIDS PT BEAM %"0 MEN ANCHOR/ WASHER LOCATIONS n II Cx PILING/COLUMN LOCATION (TYPICAL) SEE PUN AND 2/SK-6 i__ ___________ ___—_________________ ry (TYPICAL) x C. = CONNECTION TYPE x' = EMBEDMENT DEPTH 1st FLOOR DECK FRAMING PLAN SEE DETAILS SKETCH SK-5 SCALE- I- = 3/16" aim wI U2t0 U F Q) a Z ce U. O N � d � o U M 13 (J M = I"T 'O R05" 15-228T Checked: DRW Page: 2 & 9 COORDINATE DECK EKTENTS WITH ARCHRECTURAL DRAWINGS .o 200 PT JOISTS 0 16' o.e (MCA) EXISTING FLOOR PLAN (TYPICAL) COORDINATE WITH ARCHITECTURAL SKETCHES (2) 2zIOs PT BEAM WA' PT GLUUM BEAM COLUMN LOCATION DOWN (TYPICAL U.N.O.) Cs - CONNECTION TYPE SEE DETAILS SHEET SK-7 NUMBER OF BUNDLED STI1D5 DOWN (TYPICAL U.N.O.) 2nd FLOOR DECK FRAMING PLAN SCALE: I' = 3/16' m C �t 2 =d C 0 m Z 0LL7 C UMa�i 1C = I"1 9 TO m Drawn: lay �: 3 a 9 Z Wo -177 J TIE _ — . — . - z E I AT A AT FACH U cl •Or ))RAFTER q & 0 SIMPSON HIOA Ill — • — (TYPICAL) U YS3 — ------------� O j SIMPSON — . — HLlC212-2 — — — • — SIMPSON • — HUC212-2 j z I MAX_ UP :_+sees-%z$' _ ___ I �raayss:...::3______ ' I O a I III li Fib Z OVERBUILD (SEE i N FII '-•' II" NOTE 12 SHEET II III LI�SK-1) --------------------------------------------__ Lu 0 g LL I v� EXISTING ROOF PLAN III IliI " III I �I" II; iil IA�I '— M iVi 1 O I�I �_____-___ _______________ ____•____�j LEGEND II r;' ____y--_ t E / __-__-_ _J __-- F tf L O — . — 200 RAFTERS O 16' o.c. (I Z LL EXISTING FLOOR PLAN (TYPICAL) COORDINATE WITH p, (0 N ARCHITECTURAL SKETCHES '+ 81 ; O U r-i (2) 202s PT BEAM T.r1 $ " R1 14'0944' LVL RIDGE �; I I V M N COLUMN LOCATION DOWN L�CECCCCC'-------------------------�- -------000CC'� C>t (TYPICAL U.N.O.) I V r TYPEr SEE DETAILS SHEET SX-9 ■p NUMBER OF BUNDLED STUDS DECK ROOF FRAMING PLAN DOWN (TYPICAL U.N.O.) SCALE: 1• = 3/16' Date: 10.06.15 Project: 1542287 e Chocked: DRW _ h .g$ Drawn: Jay A 2 Page: g 4 of 9 vsN wornximc�u.:umoamrarvuau e,rarrrere n. uovw-.oxcvnmwu�ewcenw=�wwnu,renwnnF rtw,amrinnwe•cueen.awhewrx� PROVIDE (2) ROWS OF P5418 DOWN BOLTS WHEN BOTH GIRDERS SPLICE STAGGER SPLICE LOCATIONS OF a� PT 2x128 NOTCH INTO 'v PILING AS %_ REQUIRED ------ P5418 UPS 9pe GALVANIZED REMAINING AND BOLTS PILE AREA AND OVERSIZED WASHERS 1-1 (TYPICAL) LIP CONNECTION 1 SECTION 1-1 C1 MATERIALS 1. PILINGS/COLUMNS ARE PRESSURE TREATED Bx8/6x6 SOUTHERN YELLOW PINE 2. GIRDERS ARE 2x10s PT, SEE FRAMING PLANS, 3. BOLTS ARE %-a WITH NUTS AND WASHERS, GALVANIZED U.N.O. 4. PS - SIMPSON PS418 GALVANIZED. 5. OVERSIZED WASHERS SHALL BE USED WHEN CONNECTION 6 IN 3-1 CONTACT WITH WOOD AND STANDARD SIZED WASHERS SHALL BE USED WHEN CONNECTION 6 IN CONTACT WITH METAL TYPICAL 6. TAKE CAUTION NOT TO OVERCUT NOTCHES. U--1 4" fix PT CORNER POST ;H PS418 UPS PILE TO POST x (2) P5218s (1) UP/(1) DOWN SOLD PT REMAINING BLOCKING PILE AREA NOTCH PILING 2 1 AS REQUIRED PS418 DOWN FILE TO PILE (FAR SIDE) CONNECTION 2 C2 8x PT PILING %"o GALVANIZED CARRIAGE DOLTS (TYPICAL) Tr � i i Bx PT PILE BELOW 1 Oti CONNECTION 33 C3 PT BLOCKING DECK FRAMING p TO POST J t7 CJ PS218 DOWN PILE z H TO PILE � �r I .a 2-- C UJ SECTION 2-1 ; F— N U m C - U — 6x PT POST F : (W T/SNEAINING v J W I— SEA N -m Z Q) _--- R AND MSTlE CD� 'C SHOWLL Ou a To (4) WO GALVANIZED `R � " .4 CARRIAGE BOLTS, FPOST fxl V NUTS. AND OVERSIZED () M WASHERS (TYPICAL) (Q = CENTER IN PRE AND t-1 a m CO �- BOLTS PER CONNECTION Cl Dale: 30.06.15 P o wL 11,1187 eckM Ch: DILW ex PT PILE „_.._. �.. SECTION 3-1 Page: 5 9 (2) LAYERS OF )14' EXTERIOR EXISTING WALL GRADE TONGUE AND GROOVE f FRAMING PLYWOOD DECKING WATERPROOF MEMBRANE (BY OTHERS) 2x PT JO SLOPED (TYPICAL) SEE PUN 1%,' PLYWOOD SHEATHIN( WRH Bd NAILS O 3' o.c. (TYPICAL) SEE NOTE 2 SHEET S7 T/SUBFLOOR NNL PLYWOOD TO DOUBLE' SILL PLATE WITH (2) ROWS — EXISTING FLOOR OF 8d NAILS 0 3' m. FRAMING (ASSUMED) (TYPICAL) FINISH f 2x2 PT LEDGER -� / 2x10 PT NAILER J I I i§'0 GALVANIZED THRU BOLT I I (SLOPED) 0 20' o.c. AND EXISTING GIRDER 1 (3)G12d GALVANIZED NAILS I I i^ PILING (BEYOND) SECTION 1/SK-6 SCALE: 3/4' = 1'-0' SECTION 30K-6 SCALE: 3/4' = 1'-0' (RECESS AT GARAGE DOOR) 2x WALL FRAMING 0 lB• o.c. (TYPICAL) - WO SIMPSON TOM HD GALVANIZED ANCHOR WITH 2'x2^xV GALVANIZED WASHER 0 48' o.c. (MAX.) AND WITHIN 8' OF CORNER/JAMB MIN. EMBED. = 4' SEE PLAN FOR LOCATION 2x PT SILL PLATE SYP/2 I—III=jL - I III— CLEAN SAND z O 10 mil POLY x--i VAPOR BARRIER BASE I--� (2) #9 CONTINUOUS/U CrJ 8' z (n Q Z SECTION 20K-6 W of o SCALE: 3/4' - 1'-0' ( j Ill Z CC CV C 1§' x 1' SAW CUT JO JJ (CUT WHHIN 12 HOU R) U V 2 tt FlLL JOWT WITH JOINT I� OVp >_O INFORCED 1' x 1)'i^ KEY N ISO Z CONCRETE cI U- •p CONSTRUCTION JOINT r_ 0. q )r x 1' SAW CUT JOINT t/0E/� r� / (CUT WITHIN 12 HOURS OF POUR) MM / FILL JOINT WITH JOINT RLLER L r'1 fpp . FIBER -REINFORCED m CONCRETE CONTROL JOINT Date: 10.06.15 Pro)ed: 15-2287 SECTION 44SK-6 Checked: DRW SCKE: I• 1'-0' Dr : Tay Page: (CONTRACTOR'S OPTION) 6 of 9 III 6x PT POST (HANDRML) UP %'0 GALVANIZED CARRIAGE DOLTS (TYPICAL) NOTCH INTO POST AS REOUIRED CONNECTION 4 8x PT POSf� ABOVE 8x PT PIES xk BELOW CONNECTION 6 C6 SECTION 6-1 ro-M-9 LVANREO LATE x WIDE IIZED 5_) THRU BOLTS ), din' GALVANIZED — BENT PLATE NOTCH IMO — CONNECTION 5 POST AS REWIRED C 5 I' - Bx PT POST %'0 GALVANIZED 2/SHEATHING �_) CARRAGE BOLTS 1] (TYPICAL) CUT PILE PILE AND POST iI d DECK 8x PT POST TRUIING ABOVE II I� SH t II (4) W, GMVAN2E0 ax Pf ,^ d CARRIAGE BOPILE L75, L) I -�=�F— BELOW 1O NUTS, MID OVERSIZED I(_-.� WASHERS (TYPICAL) Y CENTER IN PILE AND POST BOLTS PER CONNECTION 7 CONNECTION C1 Bx PT PILE C 7 SECTION 5- SECTION 7-1 DECK fRANlrut; 1 CGC W C QZ — bk'PTg+OST a LL_ U 0 o C =� -Bx PT POST SHEATHING Z —CUT PILE AND POST AS SHOWN DECK p p YYv(�GGdi 'O c)c M - (4) %-0 GALVANIZED _ rn CARRIAGE DOLTS, NUTS, AND OVERSIZED m WASHERS (TYPICAL) CENTER IN PILE AND POST Dace: 10.06.15 - Bx PT PILE Project: 15-2787 Checked: DRW Drawn: Jay Page: 7 of 9 EXISTING FRAMING (TYPICAL) WATERPROOF MEMB BY OTHERS PROVIDE SLEEPER SYSTEM FOR DECK SLOPE (2) LAYERS OF SF4ATHING 2X PT DECK JOIST SEE PUN 2X2 PT LEDGER 200 PT HALER EXISTING FRAMING DUSTING LVL RIM (VERIFY) (TYPICAL) PROVIDE %"0 GALVANIZED THRU BOLT (SLOPED) 0 40" o.c. WITH (2) 12d GALVANIZED OVALS 0 B' o.c. WATERPROOF MEMBRANE BY OTHERS EXISTING SUBFLOOR PROVIDE SLEEPER c SYSTEM FOR DECK w T/SUBFLDOR SLOPE (2) LAYERS OF SHEATHING 2X PT DECK JOIST SEE PLAN EXISTING FRAMING (TYPICAL) SECTION t/SK-8 SCALE 314.1 /4' 2X2 PT LEDGER EXISTING FLOOR 200 PT NAILER TRUSSES (TYPICAL) EXISTING FRAMING (TYPICAL) WATERPROOF MEME BY OTHERS PROVIDE SLEEPER SYSTEM FOR DECK SLOPE (2) LAVERS OF SHEATHING 2X PT DECK JOIST SEE PLAN 2X2 PT LEDGER 2X10 PT NAILER EXISTING LVL RIM (VERIFY) PROVIDE WO GALVANIZED THRU BOLT (SLOPED) 0 20" ox. WITH (3) 12d GALVANIZED NAILS 0 6' o.c. EXISTING LVL RIM (VERIFY) PROVIDE %-0 GALVANIZED TNRU BOLT £ 6 ? (SLOPED) 0 20" o.c. WITH (3) 12d E i GALVANIZED NAILS 0 5" o.c. y EXISTING SUBFLOOR 41 T/SUBFLDOR @ R DUSTING FLOOR § TRUSSES (TYPICAL) Z Z EXISTING FRAMING W O to (TYPICAL) i C7 m' I co SECTION 2/SK-8 W U � SCALE: 3/4" = 1'-0' W ~ U n- Il CD U 0 E%STINC SUBFLOOR T/SUBFLOOR EXISTING FLOOR TRUSSES (TYPICAL) FRAMING SECTION 3/SK-8 SCALE 3/4" = 1'-0• u N Z z " 0 LLL( Ln Date: 10.06.15 Checked: CRVV Drann: )ay Page: 8 & 9 PROVIDE (2) ROWS OF �iTPJ BOLTS WHEN BOTH GIRDERS SPLICE %-0 GALVANIZED CARRIAGE BOLTS "" T ER SPLICE (RT'PrA) OF 25 -- --- jLOCNtI0NS NOTCHPILINGAS REWIRED L444014-7' LONG X'OGALVANIZED GALVANIZED -- v) ,gyp, RENNNING CAR AND OVERSIZED E BOLTS AND OV REMAINING NOTCH PILING Z Q POST AREA $ .I 1. WASHERS (1YPICM.) PILE AREA .I r�� ) 9� AS REOUIRED Q Z W Q ^ W L, L > () (_'J — z CO Z CONNECTION 8 SECTION 8-1 CONNECTION 9 W U eq c9 � 1— ga c8 SECTION 9-1 U LL w C:l U 0 c u c =u vrtf mz LL � c fu O nw O U " M a u M d y OR Data: 10.06.IS Plojett: IS-2287 Chedwd: DRW Drawn: jay Page: 9 of 9 I ! I ! ! vta CAPE FEAR TRAIL �- �O H�FA ASSOCIATION �s rxe n / / 20xE IE / SALO HUD ASSOCATION ar r rw ry. uee wT lol. - aAa axe - auo rc,o mwo x Donn Jackson —Gail Jackson wmmtrE ToxT+wm - aeuxsxxw croumr - NomN cwan+A rZ MVIIER fl GLEW //NO SIMLETING