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Home My WebLink About46330-Z f s,tSUFFacrt Cot' Town of Southold 7/22/2023 P.O.Box 1179 H r , 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44337 , Date: 7/22/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5305 Narrow River Rd., Orient SCTM#: 473889 Sec/Block/Lot: 27.-2-2.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/28/2021 pursuant to which Building Permit No. 46330 dated 6/2/2021 was issued, and conforms to all'of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including screened porches with deck addition,to existing single-family dwelling as applied for. The certificate is issued to Bostic III,Henry&Ambriel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46330 8/29/2022 PLUMBERS CERTIFICATION DATED th riz gnature TOWN OF SOUTHOLD svfFe�k BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46330 Date: 6/2/2021 Permission is hereby granted to: Bostic III, Henry 246 Warren St Brooklyn, NY 11201 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 5305 Narrow River Rd., Orient SCTM # 473889 Sec/Block/Lot# 27.-2-2.3 Pursuant to application dated 4/28/2021 and approved by the Building Inspector. To expire on 12/2/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $522.40 CO-ADDITION TO DWELLING $50.00 Total: $572.40 Buildialginspector OF SOUjgol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 Q�yCw'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Henry Bostic III Address: 5305 Narrow River Rd city:Orient st: NY zip: 11957 Building Permit#: 46330 Section: 27 Block: 2 Lot: 2.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Rocky Point Electric License No: 32644ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 20 Ceiling Fixtures 10 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 4 Smoke Detectors 4 Main Panel A/C Condenser Single Recpt Recessed Fixtures 20 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 15 4'LED Exit Fixtures Pump El Other Equipment: Notes: Rear Patio Additions And Addition to Back of House Inspector Signature: Date: August 29, 2022 S. Devlin-Cert Electrical Compliance Form 1 W�o SO# # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 NSPECTION [ F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND -[ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ "] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE v INSPECTOR '- 330 Of SOUTyo� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST , [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATIOWCAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION = [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATEINSPECTOR 4a� oF souryo U �� Q �� / VQ!r'/O�✓ `� Vel- � 6 1 # TOWN. OF SOUTHOLD BUILDING DEPT. �rycourm '' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ _ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL, [ ] FIREPLACE & CHIMNEY [ . ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [" ] FIRE RESISTANT PENETRATION 7 LECTRICAL (ROUGH) L [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE �� sa- INSPECTOR � - *Of SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. courm, 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [bq-INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Cep--Fwd 56 ,Nl' — .0 06t4ti,F-L U7 T a(P T F �_ •�•5G�1!)-Tr�-, - Ci4•ti Sly Tn �C /<y/e m /60 !;G✓�hoid iou-4"4e lac/ DATE SPK—Zz INSPECTOR 11JJIU— F SOUTq°�o � �330 S i3o 51 VarrakKj wde-k # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: d1J DATE ee/ INSPECTOR I w�11 �F SO(/T,�°� TOWN OF SOUTHOLD BUILDING DEPT. cou631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL -4 REMARKS: ol Ll 00 p all DATE INSPECTOR ?4 MURRAY ENGINEERING PC ® STRUCTURAL AND FORENSIC ENGINEERS June 1, 2021 Amanda Nunemaker Building Permits Examiner Southold Building Department 54375 NY-25 Southold, NY 11971 amanda.nunemaker(a)town.southold.ny.us Re: 5305 Narrow River Rd, Orient, NY 11957 Residential Alterations ME#S1401.01 Dear Amanda, We are writing this letter to conform that the alterations of the Bostic Residence at 5305 Narrow River Rd. as shown on our submitted plans are designed to meet the 2020 New York State Building Code. We have reviewed our structural analysis and found that the proposed alterations can safely support the required Building Code loads including wind loads imposed by 130 mph wind speed as per ASCE?-10—ultimate design wind speed. Further,the R values for the new walls, the roof and the floors are designed as per 2020 Energy Conservation Code of New York State requirements as follows. • Roof of house including dormers: open cell spray foam (R-49) • Exterior walls of the addition (1 st and 2nd fl.): batt insulation (R-20) • New floor system (in 1 st floor bedrooms): batt insulation (R-19). Please contact us at 212-741-1102 if we can be of further assistance or answer any questions. ®Ir- Ne Best regards, e ®� ®69933 Spiro Anxhara, RE Robert J. Murray, P.E. FSSS1 307 7th avenue - suite 1001 1 new york, ny 100011 p: 212.741.1102 .-ILD INSPECTION REPORT DATE COMMENTS, ►d FOUNDATION (1ST) ht 0 y -------------------------------- FOUNDATION(2ND) ROUGH FRAMING& t� PLUMBING 1 a s 2� ►�? � � ,W/ INSULATION PER N.Y. y STATE ENERGY CODE FINAL . r. ADDITIONAL COMMENTS7iM- �- --7 - r'G1 1 5.co reC-# 14q t� x d m _ b y A: ooSUFFo�t449 TOWN OF SOUTHOLD—BUILDING DEPARTMENT H x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ao�� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: APR 8 2021 Applications and form's must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,.an Owner's Authorization form(Page 2)shall be completed. Date:03/29%21 OWNER(S)OF PROPERTY: Name:Henry and Ambriel Bostic SCTM # Z000-473889 27.-2-2.3 Project Address:5305 Narrow River Road, Orient, NY 11957 Phone#:917-340-0396 Email:hawes.bostic@gmail.com Mailing Address:246 Warren Street, Brooklyn, NY 11201 CONTACT PERSON: Name:Hawes Bostic Mailing Address:246 Warren Street, Brooklyn, NY 11201 Phone#:917-340-0396 Fm;i7i.hawe$.bostic@gmaii.com -- DESIGN PROFESSIONAL INFORMATION: Name:Hunter Kennedy Mailing Address:KDS, LLC 1437 King Street#5, Charleston, SC 29403 Phone#:843-345-5454 Email:studiokennedy@gmail.com CONTRACTOR INFORMATION: Name:Tom Kraebel - Peconic Bay Contracting, Inc. License# 32911-H Mailing Address:P.O. Box 152, Laurel, NY 11948 Phone#:516-398-8051 Email:peconicbaycontracting@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ©Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $250,000- Will the lot be re-graded? ®Yes F-1 No Will excess fill be removed from premises? ❑Yes 9 N . 1 PROPERTY INFORMATION Existing use of property:single family home Intended use of property:single family home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R '1`aeno Full Anr►ex 54875 MamFtoad T��e(381)765-1802 r P.O Flox 1179 Wj A7 ny Us Sonhold,NY 119714W ` nn BU1mmGDVARTh0Wr FEB 0 7 7.022 Lj WOF WO OM Af5PLICATION R ELECTR WLL INSpeanON BUILDING DEPT. FO REQUESTED BY: Company Name- / c obi GhrC��zz�- Na. roc -T(z)Hxi S o.A J Lkmm No.: Address: Co 24 �� %i �{ • l/�� Phone No.: JOBSITE INFORMATION: (1ndicates required info-_madon) ! *Name: S- t *Addy: X30 &)A-12 40k) • (zTy e_ (,- 0 k-=F- Street: *Phone No.: 1 '1 L4 0 - Q v 9-(p Permit No.: 41& .550: �. Tax-Map District: 4000 . Section: a7 . 6lvck: _ Lot: a •3 *BRIEF DESCRIPTION OF WORK(Please Print Cleaiiy) Onease Circle All That Apply) *ts job ready for inspection: YES/NO Rough In Final *Do"you need a Temp Certiflc aW. YES t NO Temp trrfiormadorr(If needed) "Servile S'MW. 1 Phase 3Phase 100 150 200 300 350 400 Other "New Service: Re-convert thulmorcmd Nw*w of Mfrs Mange of Service Overhead Additlonat Information: PAYMENT DUE CATION .824Re*W lar in on Fora, " �j� `J� e Tomo Hat!Annex T 54$75 Road w $ (681)763-1804 t P.O Box 1179 ro11 r 1�i 1a31�.nV.u8 Sor dwK NX 1!971-OM ?. BURDIN� 'AR'I7V�N'T � FEB 0 _r 2022 TOWN OF SO vTsoin ;_ APPL1CATlON M._9LECTRICAL INSPECTION BUILDING DEPT. - TG�1N'<<OF S�i17't-EC�LD REQUESTED BY: Date: Company Name: Name: 9©kA)s J o A License No.: ne No.: / C� JOBSITE INFORMATION: (*Indicates requkW inbrinavon) I *Name: S-T :*Addre�: 5 &- T *Cross Street: *Phone No.: I `1 _,�;,L4 O _ 'D ?5 - i Pertrnit No.: Tax Map District: 1000 Section: 7 Block *BRIEF DESCRIPTION OF WORK(Please Pont Clemiy) pkme Circle Ali Thd may) *19 job ready for kupectian: YES I NO Rough in Final *Do•you need a Temp Certilloate: YES!NO Temp bdbrmaldon(If needed] . "Senrioe Sim 1 Phase 313haw 100 150 200 300 350 . 400 0wr 44ew Service: Re-connect Undwgmund Nor of Viewm CIM99 of Service Ove tmd Wditlenal InIbmagon: PA DQE WITH 62ELICATIOPI X82 for kapee io»Form \CP J" E � � PERMIT# Address: Switches Outlets GFI's Surface Sconces I Lt'1 HH's UC Lts Fans Fridge HW Exhaust Oven y W/D Smokes DW Mini Carbon Micro .. Generator Combo Cooktpp Transfer AC AH Hood Service. Amps Have: Used Special: Comments:: THE STATE INSURANCE FUND Mr- ON PAGE £ #� .' # 2 . .. �� "� 1452 350-mO P��gr Itibr . 20 BUZ 152 822 s N+ S`2R=T 35D—® MY 13948 7+0 BOX 2065 Date: 0 11 2020 CaarMnt u r pefaw cr mim "gBSMM-W EMAISTMLM o urjo s i?a sr a c at r a,s a s as MP 1!511 THIS Pal iric ` INCLUDES .THESE E .;SEMENTS.AND/OR :'CHEb0LESSi YOU X IST REPORT ANY CHAkGE In O3AaERSmTp TO us IN baTHIN 90 DAYS OF T 4E 3d 7c OF TNN � �:. �, Gi,41: �AI'��a�E�a��P $tz>~ UDES SALFS, PURCHA3ES, OTHER TRANSFEnS, MERGERS, 06NSOLIJDA'i C&� S, DiSSOLUTI "59 Fid r CNS OF A NEW EN".3TY'r D . SER CH'A GES PMEED IFOR IN THE F'Lg SLE :EXPERXEINCE RATV4G PLAN., 7tXPERIEMCE.._RATI . IS 'MANDATORY FOR ALL ELIGIBLE INS dREDS. THE EXPERIENCE RATZ&% Mi DDIFICATI F R, IF ANY, 'PPS.$ LE To THIS, POLICY, Y Cts �;IF Y .. .E � P►.CHAMir IN YOUR. . UNINES $P ORTHA`' €6F !E O MDRZ OF THE ES.'ELI TO BE vi ,�$�3,� .FOR ' ERIENtE.RATING PURPOSES. . 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CONFIRM TOP OF FOUNDATION WALLS, STEPPED FOOTINGS, WALL PENETRATIONS FOR UTILITIES AND EXISTING CONDITION WITH r� 4 ARCHITECTURAL DRAWINGS AND OTHER TRADES. r1 v4� 8"CMU FOUNDATION WALL WITH#5 VERTICAL S2.3 t �/ 4. CONFIRM ALL DIMENSIONS WITH ARCHITECT AND EXISTING CONDITIONS. BARS @ 48"O.C. PROVIDE HORIZONTAL WALL _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - 5. CONTRACTOR SHALL PROVIDE AND IS RESPONSIBLE FOR ALL SHORING MEASURES REQUIRED TO SUPPORT/STABILIZE EXISTING PORTIONS REINFORCING @ 16"O.C.AND#5 DOWELS --1 INTO FOOTING @ 24"(TYP.) 1 I�'�'' 1 VVI OF THE RESIDENCE DURING NEW CONSTRUCTION WORK. - - '- - "' -' - - - '" - " " " - - - - - - - - 6. COORDINATE FIRE-PROOFING REQUIREMENTS WITH ARCHITECT. 2'-0"WIDE X 1'-0"THICK CONTINUOUS I r , ' CONCRETE FOOTING. PROVIDE#4 @ 24"O.C. I 7. REFER TO DRAWING S-2.0 FOR GENERAL NOTES, TYPICAL DETAILS AND SCHEDULES. SHORT DIRECTION AND 3-#4 LONG I I I 8. CONTRACTOR TO COORDINATE TOP OF CONCRETE SLAB ELEVATION. BOTTOM OF NEW FOOTINGS SHALL NOT EXTEND BELOW BOTTOM OF DIRECTION (TYP.) (O.U.N.) I EXISTING FOOTING ELEVATION OF THE ADJACENT BUILDINGS(VERIFY IN FIELD). NEW FOOTINGS SHALL BE 4'4'BELOW GRADE. V. 4 4 I I I 9. U.O.N. = UNLESS OTHERWISE NOTED. S2.2 S2.2 -- ------------------------------ I 10. SFD= STEP FOOTING DOWN. - - - - - - - - - - - - - - � I I I L - - - - - - - - - - - - - - - 11. ( .I. ) = VERIFY IN FIELD I .................................. .......... ......... ....................... i 3"CONCRETE RAT SLAB. ................................ . I r - - - - - - - - - - - - - - J i PROVIDE1LAYER L - - - - - - - - - - - _ - - I i 6X6 W2.9XW2.9 WWF 0 I i i 4 i BOTTOM OF NEW FOOTING 5 S2.2 i S2.3 I ELEVATION IS TO MATCH EXISTING FOOTING ELEVATION JL -- - - - - - - - - - - - - - - - - - - - -- - -� J L � f BOTTOM OF NEW FOOTI _ - - - - - - - - - - - - - - - - - - - - - - -i;. ELEVATION IS TO MAT r i, 3" NCRETE RAT SLAB. i', 3"CONCRETE RAT SLAB. EXISTING FOOTIN ( I I . ; I I i ELEVATION - PROVIDE 1 LAYER I I EXISTING F ND Q ALL % ( PROVIDE 1 LAYER I S 2 6X6-W2.9XW2.9 WWF fi, 6X6-W2.9XW2.9 WWF \ J - - - - - - - - - - - - - - J ! i L- EXISTING FOOTING i - - - - - - - - - - _ - - - - L -� EXISTING FOOTING I I L - -J EXISTING FOUNDATION I I WALL I I i EXISTING FOOTING EXISTING COLUMN UP I I EXISTING FOUNDATION WALL l I I- 7 f 7 I i I I I I I I L _ J L _ J L L _ J I I ......_._............... EXISTING FOOTING I i I UP r- - -� EXISTING CONCRETE I I _._..._........ .........._..._. I Y SLAB ON GRADE ......_............... IfIr - - - - - - - - - - - - - - - - - - - I I I F 1 I ! - - - - - - - - - - F - - - - - - - - � l i 0 i L _ J - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� I I /•'%.' '� r`%f r. `''%, /f.' / �/.'`�i. %`:'' fij '".`'.!!'rfir/'� !j` r'r!�f',�/.!%,�i f�fi /�`;/ ��i� /%:'f f/`,%r,' � / I f . : L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ......................................._...................................................................................... ................................................ J - ' MURRAY ENGINEERING PC Consulting Structural Engineers 307 Seventh Avenue-Suite 1001 New York,New York 10001 tel:212,741.1102 fax:212.741.1104 murrey-englneering.com project:S1401.01 .gym ... ....... w �. M.,. KDS, LLC 1437 KING STREET, #5 CHARLESTON, SC 29403 BOS;TIC RESIDENCE CELLAR/FOUNDATION PLAN 1 /4"= 1 '-0" 04 23 21 S1 .0 3 ................... ................................. ..... ........................ S2.3 ............ .................................................................................................. ............. I .................................................. ............................................................................................ ........ i NEW CONCRETE GROUND FLOOR FRAMING P LAN SONOTUBE BELOW SCALE: 1/4"= V-0" NOTE: 0 2-2X10 P.T. 1. - _ _ _ = DENOTES WALLS BELOW. a 2. DENOTES FLOOR WALLS. 0 N 3. (N) DENOTES NEW STRUCTURAL MEMBERS. z 4 4. �E�a� DENOTES EXISTING STRUCTURAL MEMBERS. S2.3 5. —//—(j��//— DENOTES EXISTING STRUCTURAL MEMBERS TO BE DEMOLISH 2X10 P.T. LEDGER 6. � DENOTES SPAN DIRECTION OF NEW WOOD SUB-FLOOR. 7 E P DIRECTION F �~------- DENOTES SPANO EXISTING WOOD SUB-FLOOR,V.I.F. 8. DENOTES WOOD POST FROM ABOVE TO BE TRANSFERRED ATTHIS LEVEL, U. O. N..ALL WOOD STUD COLUMNS FOR I . HEIGHTS LESS THAN 9'-6"TO BE 2 2X6(U.O.N.). I: 9. CONFIRM ALL DIMENSIONS WITH ARCHITECT AND EXISTING CONDITIONS. 10. CONTRACTOR SHALL PROVIDE AND IS RESPONSIBLE FOR ALL SHORING MEASURES REQUIRED TO SUPPORT/STABILIZE EXISTING PORTIONS I, OF THE BUILDING DURING NEW CONSTRUCTION WORK. 11. CONTRACTOR IS TO CONFIRM EXISTING CONDITIONS AND NOTIFY ENGINEER PRIOR TO DEMOLITION OF STRUCTURAL MEMBERS. Ln 12. COORDINATE FIRE PROOFING REQUIREMENTS WITH ARCHITECT. O — - =_ _ _[� a _ __ _ 13. COORDINATE FLOORING REQUIREMENTS AND ELEVATION WITH ARCHITECT. T::::..__;._- 14. REFER TO DRAWING S-2.0 FOR GENERAL NOTES, TYPICAL DETAILS AND SCHEDULES. 15. U.O.N. = UNLESS OTHERWISE NOTED. co z cn o o I. . C\I X x 16. (V.I.F.) = VERIFY IN FIELD 5 N 4 N S2.2 Z S2.3 z 2X12 LEDGER 2X12 LEDGER 2X12 LEDGER v I' .............i — —_..._.._— — —— —— —— — —.._.._ — — — — — — — — — — — — — — _ _ (N)2X12 JOIST {r �! (N)2X12 JOIST II 16"O.C• ;I I Ca 16"O.0 I 6 II I I' I S2.2 NEW POST UP(TYP.) I : i :...: — — — — — — — — — — - - - i R & 3 i F7 1.0 k. x 1 4 lJ ... p +l I_ w ............._._..... 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' f: .............. ..............................................................................................................................................................)i;.. j M U R R A Y ENGINEERING PC Consulting Structural Engineers 7%%,, 307 Seventh Avenue•Suite 1001 New York,New York 10001 i......,,,_...,. . . - ! . . .. tel:212 741,1 ...._..... ._........................... .... ..................................................................................... ........................................... . ... tax:212.741.1104 murray-engineering.com }.................. project:S1401.01 ._� 1E ,d'..................:.„,_,_,.,.,..�....ir.,..,......:........,.,.,..,,.,...fid KDS, LLC 1437 KING STREET, #5 CHARLESTON, SC 29403 BOSTIC RESIDENCE GROIUND FLOOR FRAMING PLAN 1 /4"= 1 '-0" 04 23 21 S1 . 1 A_[TIC FLOOR FRAMING PLAN SCALE: 1/4"= V-0" NOTE: 1. _ _ - - = DENOTES WALLS BELOW. 2. DENOTES FLOOR WALLS. 3. (N) DENOTES NEW STRUCTURAL MEMBERS. 2 4. . --EE�— DENOTES EXISTING STRUCTURAL MEMBERS. S2.3 5. —//—(/�L//— DENOTES EXISTING STRUCTURAL MEMBERS TO BE DEMOLISH. 6. �7 DENOTES SPAN DIRECTION OF NEW WOOD SUB-FLOOR. 6X10 7. (E) DENOTES SPAN DIRECTION OF EXISTING WOOD SUB-FLOOR, V.I.F.. c UJ 8. CONFIRM ALL DIMENSIONS WITH ARCHITECT AND EXISTING CONDITIONS. I— Q 9. CONTRACTOR SHALL PROVIDE AND IS RESPONSIBLE FOR ALL SHORING MEASURES REQUIRED TO SUPPORT/STABILIZE EXISTING PORTIONS 4 Er 0 OF THE BUILDING DURING NEW CONSTRUCTION WORK. S2.2 0 O = O 10. CONTRACTOR IS TO CONFIRM EXISTING CONDITIONS AND NOTIFY ENGINEER PRIOR TO DEMOLITION OF STRUCTURAL MEMBERS. z C) _J 11. COORDINATE FIRE-PROOFING REQUIREMENTS WITH ARCHITECT. O w CL v 12. COORDINATE FLOORING REQUIREMENTS AND ELEVATION WITH ARCHITECT. Ux 13. REFER TO DRAWING S-2.0 FOR GENERAL NOTES,TYPICAL DETAILS AND SCHEDULES. 6X10 O N 6X10 GD z 14. U.O.N. = UNLESS OTHERWISE NOTED. (N)2X10 @ 16"O.C. @ v PORCH ROOF RAFTER o (N)2X10 @ 16"O.C. O 15. (V.I.F.) = VERIFY INFIELD C7 N ' PORCH ROOF RAFTER 0 z z � Z v PROVIDE KNEE WALL iv, v o TO REACH RAFTER o 2 x SLOPE ELEVATION N S2.2 �' Z z 2- 1 3/4 X 11 7/8 LVL — 3- 1 3/ LVL 2 1 3/4 X 11 7/8 LVL - - — — ........r - - I— - - - a 2X10 LEDGER 2X10 LEDGER s ......... .... .......................................................................... .....i ...I :a .... . . ... __.. a all ¢ NEW POST DOWN a j I L J i 2X FLAT ///,. 1 ' I ........ ......!.... ........ %�I L....... ..... .. I NO STRUCTURAL I ' WORK IN THIS AREA �I NO STRUCTURAL 0 I I I WORK IN THIS AREA 0 Li I ^ II I I w OPEN TO BELOW 1 11; 141, a I .......... .................................... ILL DN ia, r. _ ._ .. _ —...- - - -.- -. . _......... ... �1i I I +I I _ g INTERSECTION OF `r ATTIC JOIST AND ROOF 111 RAFTERS PLO 140L - - - - - �-4_I a a v "' II W ' I I Cr I> - - — - - - -- - - - - - - - — - - - — � 2... ::2 3 1 S2.2 S2.3 M U R R A Y ENGINEERING PC Consulting Structural Engineers 307 Seventh Avenue-Suite 1001 < New York,New York 10001 tel:212.741 1112 fax:212.741,1 104 murray-engineering.com project:S1401.01 KDS, LLC 1,437 KING STREET, #5 CHARLESTON, SC 29403 BOSTIC RESIDENCE ATTIC FLOOR FRAMING PLAN 1 /4"= 1 '-0" 04 23 21 S1 .2 ' ��~�»r�x �_ �~�� UN� Ux�� PLAN ~�U �� U ROOF� �— �~K��U UU»�� ~� �~U �-�U»� NOTE: 1- DENOTES WALLS BELOW. 2. ��...... ''....... —'��- DENOTES FLOOR WALLS. u. ~~----�^---~ DENDTESNEVVSTRUCTURAL MEK8BERS. _- ......-- ........-........._ ...... .... —__—_-- —__-_--'-'----_--_'__— —' -- -----_' —� i 4. ALL LOAD BEARING WALLS ARE TOLINEUP. |FNOT, CONTACT ARCHITECT. ! 5. .� DENOTES SPAN DIRECTION OFPLYWOOD GLUED AND SCREWED TOTHE TOP OFROOF JOISTS. | G. COORDINATE ROOF WATERPROOFING REQUIREMENTS WITH ARCHITECT. | ! . | 7. PROVIDE BLOCKING Ca4�O^BETWEEN RAFTERS|NTHE TWO END BAYS. O. ROOF SLOPE FOR SPECIFIC RAFTERS IS NOTED THUS: (VERTICAL RISE : HORIZONTAL RUN). |E: (4:12) REPRESENTS 4VERTICAL TO12HORIZONTAL. 9. CONFIRM ALL DIMENSIONS WITH ARCHITECT AND EX|ST"GCONDITIONS. 10. CONTRACTOR SHALL PROVIDE AND IS RESPONSIBLE FOR ALL SHORING MEASURES REQUIRED TO SUPPORT/STABILIZE EXISTING PORTIONS OF THE BUILDING DURING NEW CONSTRUCTION WORK. �/PORCH ROOF 11. CONTRACTOR IS TO CONFIRM EXISTING CONDITIONS AND NOTIFY ENGINEER PRIOR TO DEMOLITION OF STRUCTURAL MEMBERS. BELOW 12. REFER TODRAWING S'2.OFOR GENERAL NOTES,TYPICAL DETAILS AND SCHEDULES. L*"PORCH ROOF (��— PORCH ROOF BELOW BELOW Pm ri CJ ` _ NEW 2XO2 16^D.O. NEYV2X12 @ 16^O.C. Vz ]S2>.2 X co M4 6 1 LID WALL ^ ^ ^ NEW 2X12@ 18^0.C. '�~ im�' 2. ROOF KEY . � SCALE N.T.S. M U R RAY cwo/w,Ep/ws po fit, (Consulting Structural Engineers -'%h- 307 Seventh Avenue-Suite 1001 New York,New York,00m tel:212,741.1102 fax:co.pn.,,04 project:S1401,01 ' _ xDS, LLC 1437 KING STREET, #5 CHARLESTON, 3C 29403 8OGT | C RESIDENCE ROOF FRAMING PLAN 1 /4^= 1 '-0^ 04 23 21 S1 -3 13 STRUCTURAL NOTES GENERAL: 10. THE FOUNDATION EXCAVATIONS SHOULD BE EXTENDED BY AN ADDITIONAL SIX INCHES BENEATH THE PROPOSED 8. GROUT INSPECTION REQUIREMENTS: 1. IT IS THE INTENTION OF THIS SET OF DESIGN DRAWINGS TO PROVIDE AND OUTLINE A STRUCTURAL SYSTEM THAT FOUNDATION SUB-GRADE LEVELS AND THE EXCAVATIONS BE BACKFILLED WITH CLEAN THREE-QUARTER INCH ALLOWS THE CONTRACTOR TO ADEQUATELY BUDGET AND PLAN TO PRODUCE CONSTRUCTION SHOP DRAWINGS FOR CRUSHED STONE,TO PROVIDE A STABLE WORKING SURFACE AND HELP PROTECT THE SUB-GRADE SOILS FROM a. GROUT BELOW BASE PLATES, FOR UNDERPINNING AND FOR GROUTING BETWEEN NEW BEAMS AND EXISTING THE FABRICATION AND ASSEMBLY OF THE BUILDING SYSTEM IT IS EXPECTED THAT THE CONTRACTOR WILL PROVIDE DISTURBANCE AND SOFTENING IN THE EVENT THAT THESE MATERIALS BECOME WET DURING CONSTRUCTION. CONSTRUCTION, AND AS OTHERWISE SHOWN ON THE DRAWINGS SHALL BE NON SHRINK, NON METALIC GROUT 1• ALL MATERIALS,ASSEMBLIES, METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT SHALL COMPLY WITH THE ALL NECESSARY PROFESSIONAL EXPERTISE, INCLUDING A LICENSED PROFESSIONAL ENGINEER, REQUIRED FOR THE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 1 DAY AND 6000 PSI AFTER 7 DAYS, INTERNATIONAL BUILDING CODE REQUIREMENTS FOR ACCEPTANCE AND SPECIAL INSPECTION CHAPTER 17. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE SUPPORTS AND BRACING TO PROTECT ALL EXCAVATION b. GROUT REFERRED TO AS'DRY PACK'SHALL MEET THE STRENGTH REQUIREMENTS ABOVE BUT HAVE A LOW REMAINING COORDINATION, DETAILING AND MISCELLANEOUS DESIGN NOT INCLUDED HEREINALL WORK SHALL SLOPESLED REQUIREMENTS OF INSPECTION AND TESTING WILL COMPLY WITH TABLE 1704.3.4, 1704.4, 1704.5.1 AND . WATER CONTENT SO THAT IT WOULD BE STIFF ENOUGH TO BE PACKED SOLIDLY INTO PLACE. 2• DETAILED .3 OF CHAPTER 17. COMPLY WITH THE INTERNATIONAL BUILDING CODE(IBC),AND ALL OTHER APPLICABLE CODES AND REGULATIONS OF AGENCIES HAVING JURISDICTION. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR UNDERPINNING TO PROTECT EXISTING STRUCTURES,WHERE c. GROUT THAT NEEDS TO BE INSTALLED THICKER THAN 3"IN THE VERTICAL DIMENSION SHALL HAVE PEA GRAVEL ADDED. 3. THE OWNER IS TO ENGAGE AN INDEPENDENT,QUALIFIED SPECIAL INSPECTOR PRIOR TO THE COMMENCEMENT OF 2. ALL REFERENCED STANDARDS REFER TO THE EDITION IN FORCE AT THE TIME THESE PLANS AND SPECIFICATIONS ARE EXCAVATIONS FOR FOUNDATIONS ARE DEEPER THAN EXISTING STRUCTURES'.FOUNDATIONS. d. CONTRACTOR SHALL SUBMIT MANUFACTURE'S DATA ON GROUT TO BE USED, AS WELL AS DESIGN MIXES FOR WORK.THE INSPECTOR MUST MEET THE REQUIREMENTS OUTLINED IN ARTICLE 15. ISSUED FOR PERMIT. GROUT WITH ADDED PEA GRAVEL,TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL. 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 2 WEEKS PRIOR TO THE COMMENCEMENT OF ANY WORK. 3. JOB SAFETY AND PROCEDURES FOR SAFE CONSTRUCTION ARE OF UTMOST IMPORTANCE,AND SHALL BE THE FOUNDATIONS: e. GROUT FOR CORES,BOND BEAMS, AND WITHIN MASONRY UNITS SHALL CONFORM TO ASTM C476, FINE GROUT. THE SPECIAL INSPECTION ENGINEER SHALL BE PROVIDED THE SAME NOTICE. RESPONSIBILITY OF THE CONTRACTOR. 1. GENERAL CONTRACTOR IS TO REVIEW AND FOLLOW REQUIREMENTS OUTLINED IN THE GEOTECHNICAL REPORT. NO ADMIXTURES TO BE ADDED. TO BE PLACED IN MAXIMUM OF 4'-0"LIFTS. 4. WORK NOT EXPRESSLY SHOWN ON SPECIFIC PARTS OF THE DRAWINGS OR SPECIFICATIONS, BUT REASONABLY 2. FOOTINGS ARE TO BEAR ON MIN.4,000 PSF SUITABLE BEARING MATERIAL. 9. ALL CONCRETE MASONRY UNITS TO BE LAID IN FULL BED OF MORTAR, SHELL FACE AND WEBS. SPECIAL INSPECTIONS REQUIRED: IMPLIED BY SIMILAR WORK SHOWN, SHALL BE REPEATED. 3. NO FOOTINGS ARE TO BE CAST ON UNCONTROLLED FILL, SOIL, ORGANIC MATERIAL, FROZEN GROUND, MUD, SOFT 10. ALL MASONRY WALLS BUTTING CONCRETE WALLS TO BE ANCHORED WITH 20 GA. DOVETAIL ANCHORS 8"O.C. a. STRUCTURAL WOOD- BC 1705.12.2 5. WORK THESE DRAWINGS WITH THE SPECIFICATIONS,THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CLAYS OR OTHER OBJECTIONABLE OR UNAPPROVED MATERIALS. VERTICAL. b. CONCRETE CONSTRUCTION- BC 1705.3 SITE DRAWINGS, GEOTECHNICAL REPORT AND ALL OTHER RELATED DOCUMENTS. CONTRACTOR SHALL COORDINATE 4. ALL EXTERIOR CONSTRUCTION JOINTS IN FOUNDATION WALLS BELOW GRADE SHALL HAVE WATERSTOPS. 11. ALL WALLS TO HAVE TEMPORARY HORIZONTAL BRACING DURING WALL CONSTRUCTION AND ERECTION OF c. MASONRY CONSTRUCTION-BC 1705.4 ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND SHALL VERIFY ALL DATA ON EXISTING CONDITIONS PRIOR TO PRECAST MEMBERS. d. SOILS- BC 1705.6 COMMENCEMENT OF WORK. 5. FOUNDATION WALLS ARE NOT DESIGNED AS FREE-STANDING WALLS. DO NOT PLACE ANY BACKFILL AGAINST WALLS 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF WORK BETWEEN NEW CONSTRUCTION AND EXISTING UNLESS CELLAR AND FIRST FLOOR CONSTRUCTION HAS BEEN COMPLETED AND IN PLACE A MINIMUM OF 7 DAYS. ANY 12. ALL CORNERS AND INTERSECTING (CMU)WALLS TO BE LAID IN AN INTERLOCKING BLOCK PATTERN. AREA BACKFILLED FOR ACCESS MUST BE ADEQUATELY BRACED TO WITHSTAND EARTH PRESSURE AND 13. WALL AREAS NOTED TO BE GROUTED SHALL BE CONSTRUCTED WITH HOLLOW CORE BLOCK C90 OF SIMILAR TYPE, CONSTRUCTION. CONSTRUCTION LOADS. SIZE,AND STRENGTH SPECIFIED FOR THAT WALL. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEMBERS AND MATERIALS TO CONFORM TO ACTUAL SITE 6. SUB-BASE FOR SLABS ON GRADE TO BE 6"OF COMPACTED SAND OR GRAVEL WITH 15 MIL VAPOR BARRIER. CONDITIONS. CONTRACTOR SHALL REPORT DIFFERING SITE CONDITIONS AND DEVIATIONS IN NOTED PROCEDURE TO 14. PARAPET WALLS: THE ENGINEER FOR REVIEW. 7. DOWELS FROM FOOTINGS INTO PIERS, BUTTRESSES AND WALLS ABOVE, SHALL BE THE SAME SIZE AND NUMBER AS ALL CELLS IN THE HOLLOW MASONRY UNITS AND ALL JOINTS IN SOLID, CAVITY, OR MASONRY BONDED HOLLOW WALL VERTICAL REINFORCEMENTS IN PIERS, BUTTRESSES AND WALLS,AND SHALL BE EXTENDED INTO FOOTINGS AND INTO CONSTRUCTION SHALL BE FILLED WITH MORTAR. ALL CORNERS OF MASONRY PARAPET WALLS SHALL BE 8. CONTRACTOR SHALL TAKE CARE TO PROTECT ALL EXISTING STRUCTURES AND UTILITIES FROM DAMAGE. PIERS,BUTTRESSES AND WALLS UNLESS OTHERWISE SHOWN. REINFORCED WITH JOINT REINFORCEMENT(AS NOTED ABOVE)AT INTERVALS NOT GREATER THAN 12 IN..SUCH 9. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. THE 8• DROP BOTTOM OF WALLS AND PIERS TO TOP OF FOOTINGS, TO OBTAIN FULL EXTENT OF CONTACT, UNLESS REINFORCEMENT SHALL EXTEND AROUND THE CORNER FOR AT LEAST 4 FT. IN BOTH DIRECTIONS AND SPLICES SHALL CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BYTHESE GENERAL NOTES OTHERWISE SHOWN. BE LAPPED AT LEAST 6 IN.. OR THE STRUCTURAL DRAWINGS. DRAWINGS SHALL TAKE PRECEDENCE OVER SPECIFICATIONS. 9. HEAVY EQUIPMENT SHALL NOT BE PERMITTED CLOSEIR THAN 8 FEET FROM ANY FOUNDATION WALL. CONTRACTOR 15. BRICK MASONRY WALLS AND PIERS: 10. IF THERE APPEARS TO BE A CONFLICT BETWEEN NOTES, DETAILS,OR SPECIFICATIONS, CONTRACTOR SHALL APPLY SHALL BE RESPONSIBLE FOR ADEQUATE SUPPORTS AND BRACING TO PROTECT WALLS AGAINST LOADS FROM HEAVY THE MOST RIGID REQUIREMENTS TO THE:WORK. CONTRACTOR SHALL NOT DEVIATE FROM DRAWINGS WITHOUT EQUIPMENT OPERATION. a. ALL NEW BRICK SHALL CONFORM TO ASTM C62, GRADE SW. WRITTEN APPROVAL OF ARCHITECT. b. ALL MORTAR SHALL BE TYPE M OR S,AS PER N.Y.C. BUILDING CODE. 11. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND/OR SHORING FOR ALL STRUCTURAL WORK DEMOLITION NOTES: c. ALL BRICK WORK SHALL COMPLY WITH TMS 402-11/ACI 530-11/ASCE 5-11 AND TMS 602-11/ACI 530.1-11/ASCE 6-11. AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 1. THE CONTRACTOR IS TO OBTAIN AND PAY FOR ALL NECESSARY PERMITS FOR THE DEMOLITION AND REMOVAL WORK MINIMUM REINFORCEMENT REQUIRED FOR MASONRY WALLS: 12. COORDINATE NUMBER, SIZE,AND LOCATIONS OF SLEEVES THROUGH FOUNDATION WALLS WITH ALL OTHER TRADES. REQUIRED. 1. VERTICAL REINFORCEMENT OF AT LEAST 0.20 SQ. INCHES(1-#4 BAR) SHALL BE PROVIDED CONTINUOUSLY FROM 13. CONTRACTOR SHALL PERFORM ALL NECESSARY PRE-CONSTRUCTION INSPECTIONS OF ADJACENT STRUCTURES, AS 2. DEMOLITION PROCEDURES, SHORING REQUIREMENT;, SEQUENCES,TECHNIQUES, ETC. EITHER GIVEN IN OR IMPLIED SUPPORT AT EACH CORNER AT EACH SIDE OF EACH OPENING,AT THE ENDS OF WALLS, AND ATA MAXIMUM SPACING REQUIRED BYTHE NYS BUILDING CODE AND AS NECESSARYTO FULLY UNDERSTAND THE EXISTING CONDITIONS AND TO BY THESE DRAWINGS ARE SUGGESTIONS ONLY. OF 10 FT.THROUGHOUTTHE WALL. STRUCTURAL SYSTEM,TYPICAL. 2. HORIZONTAL REINFORCEMENT OF AT LEAST 0.20 SQ. INCHES(1-#4 BAR) SHALL BE PROVIDED: 3. PRIOR TO UNDERTAKING ANY DEMOLITION WORK,THE:CONTRACTOR SHALL ASCERTAIN, BY SURVEY,THE EXISTING 14. CONTRACTOR IS TO ENGAGE AN INDEPENDENT, QUALIFIED CONTROLLED INSPECTOR PRIOR TO THE COMMENCEMENT CONDITIONS OF THE PROPERTY AND THE EXTENT OF THE DEMOLITION WORK INVOLVED. a. AT THE BOTTOM AND TOP OF WALL OPENINGS AND SHALL EXTEND NOT LESS THAN 40 BAR DIAMETERS PAST THE OF WORK. OPENING. 4. THE CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK IN SUCH A MANNER AS TO PROTECT THE EXISTING 15. CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 2 WEEKS PRIOR TO THE COMMENCEMENT OF ANY WORK.THE STRUCTURE AND BE RESPONSIBLE TO PROPERLY REPAIR ANY DAMAGE WHICH MAY OCCUR AS A RESULT OF HIS b. CONTINUOUSLY AT STRUCTURALLY CONNECTED ROOF AND FLOOR LEVELS AND AT THE TOP OF WALL. CONTROLLED INSPECTION ENGINEER SHALL BE PROVIDED THE SAME NOTICE. DEMOLITION WORK. IF THE CONTRACTOR DAMAGED THE EXISTING STRUCTURE TO REMAIN, HE SHALL NOTIFYTHE c. ATTHE BOTTOM OF THE WALL OR IN THE TOP OF THE FOUNDATION WHEN DOWELLED TO THE WALL. 16. THE CONTRACTOR SHALL HIRE A REGISTERED AND EXPERIENCED PROFESSIONAL ENGINEER TO DESIGN, SUPERVISE OWNER AND ENGINEER IMMEDIATELY AND SHALL BE(RESPONSIBLE FOR ALL REPAIR COSTS, INCLUDING DESIGN AND d. AT MAXIMUM SPACING OF 10 FT. UNLESS UNIFORMLY DISTRIBUTED JOINT REINFORCEMENT IS PROVIDED. AND INSPECT ALL SHORING AND EXCAVATION REQUIRED FOR THIS PROJECT. THIS ENGINEER SHALL PREPARE AND INSPECTION EXPENSES. REINFORCEMENT AT THE TOP AND BOTTOM OF OPENINGS WHEN USED IN DETERMINING THE MAXIMUM SPACING SUBMIT A SEPARATE SET OF DRAWINGS TO THE BUILDING DEPARTMENT OUTLINING ALL ENGINEERED SHORING, 5. THE CONTRACTOR SHALL CEASE DEMOLITION OPERATIONS AND NOTIFY THE OWNER AND ENGINEER IMMEDIATELY IF SPECIFIED IN ITEM(D) SHALL BE CONTINUOUS. EXCAVATION AND SPECIAL SITE CONSIDIERATIONS, INCLUDING PROTECTION OF ADJACENT STRUCTURES AND IT APPEARS THAT THE INTEGRITY OF THE STRUCTURE HAS BEEN AFFECTED BY THE DEMOLITION WORK. PROPERTY. 6. THE CONTRACTOR SHALL NOT CUT OR ALTER ANY STIRUCTURAL MEMBERS TO REMAIN WITHOUT WRITTEN WOOD FRAMING: 17. CONTRACTOR SHALL BE RESPONSIBLE 1-0 GENERATE A SET OF AS BUILT DOCUMENTS AFTER COMPLETION OF WORK. AUTHORIZATION BY THE ENGINEER OR INDICATED ON THE STRUCTURAL DRAWINGS. 1. ALL LUMBER WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING SPECIFICATIONS THIS AS-BUILT SET SHALL INCLUDE ALL COORDINATION,ADDITIONS AND REVISIONS MADE TO THE PLANS, DETAILS AND THE CODES RULES AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE,: AND JOB SPECIFICATIONS.THE INTENTION OF THIS RECORD SET WILL BE AS NECESSARY FOR THE OWNERS' 7. ALL EXISTING DIMENSIONS(DISTANCES, ELEVATIONS, MEMBER SIZES, ETC.)SHOWN ON THE DRAWINGS SHALL BE RECORDS,THE LOCAL MUNICIPALITIES'REQUEST AND THE ENGINEER'S RECORDS. VERIFIED IN THE FIELD BY THE CONTRACTOR. a. AMERICAN INSTITUTE 0=TIMBER CONSTRUCTION (AITC). 8. THE:CONTRACTOR SHALL PROVIDE A TEMPORARY PLATFORM TO CATCH DEBRIS FROM SLAB REMOVAL. DO NOT b. NATIONAL FOREST PRODUCTS ASSOC. "DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER". LOADS: ALLOW RESULTING DEBRIS TO ACCUMULATE IN THE WORK AREA.ALL DEBRIS SHALL BE DISPOSED OF IN A LEGAL c. U.S. DEPT.OF COMMERDE STANDARD CS 253. ALL FLOOR LOADS, ROOF AND WIND LOADS ARE PER THE RESIDENTIAL CODE OF THE INTERNATIONAL BUILDING CODE MANNER WITH AS LITTLE DISTURBANCE TO ADJACENT SPACES AND OCCUPANTS AS POSSIBLE. d. AMERICAN PLYWOOD ASSOCIATION. (IBC). 9. CUTTING OF EXISTING CONCRETE SLABS SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER. DRILL CORNERS 2. LUMBER FOR ALL INTERIOR STRUCTURAL FRAMING, INCLUDING ROOF FRAMING,JOISTS, POSTS, STUDS, SILLS, CAP AND SAW CUT STRAIGHT LINES AROUND THE PERIMETER OF THE NEW OPENING. PLATES,WOOD BEARING PLATES,AND BLOCKING, SHALL BE DOUGLAS FIR-LARCH (NORTH) NO. 1/NO.2. ALL DIAD LOADS: ............................................... ........................ACTUAL MATERIAL WEIGHT PER SQ. FT. STRUCTURAL MEMBERS SHALL BE SURFACE DRY AND USED AT MAXIMUM 19%MOISTURE CONTENT WITH THE FOLLOWING MINIMUM BASE DESIGN VALUES: MASONRY CONSTRUCTION NOTES: LIVE LOAD: 1. ALL CONCRETE MASONRY UNITS(CMU) SHALL HAVE MIN. COMPRESSIVE STRENGTH OF fm 2000PS1 AT TIME OF BASE DESIGN VALUES FOR VISUALLY GRADED DIMENSION LUMBER: LIVINGAREA....................................... ...................................................................................40 PSF PLACEMENT. BENDING: FB= 850 PS1 UPPER FLOORS-SLEEPING AREAS ................................................................................... 30 PSF HORIZONTAL SHEAR: FV= 180 PSI 2. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE AND THE LATEST EDITION OF THE"NATIONAL CONCRETE MASONRY ASSOCIATION"(NCMA) SPECIFICATION FOR THE DESIGN AND COMP. PERPENDICULAR TOGRAIN: FC= 625 PSI GROUND SNOW LOAD: ............................. ................................................................................... 20 PSF CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY. PARTICULAR ATTENTION IS BROUGHT TO CHAPTER 4- COMP. PARALLEL TO GRAIN FC= 1,400 PSI CONSTRUCTION. SEE SPECIFICATIONS AND NOTES FOR SPECIFIC CONDITIONS. MODULUS OF ELASTICITY: E= 1,600,000 PSI WIND LOADS: PER"AMERICAN SOCIETYOF CIVIL ENGINEERS, MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" 3. ALL CONCRETE MASONRY UNITS SHOWN ON STRUCTURAL DRAWINGS SHALL BE LOAD BEARING TYPE AS DEFINED IN ALL VALUES SHALL BE ADJUSTED WITH APPROPRIATE ADJUSTMENT FACTORS PER NDS SUPPLEMENT. ASCE 7-10 FOR ENCLOSED STRUCTURE:. THE CMU SCHEDULE. UNITS SHALL BE 3 CELL, NOMINAL 16"LONG,WIDTH SHOWN ON DRAWINGS, MINIMUM 1-1/2" ( ) FACE SHELL THICKNESS FOR C90 UNITS. ANY LUMBER SPECIES MAYBE USED, SUBJECT TO REVIEW AND ACCEPTANCE BYTHE ENGINEER, IF THEY MEETTHE ABOVE MINIMUM REQUIREMENTS. CONSTANTS: 4. MASONRY UNITS SHALL BE GROUT FILLED A MINIMUM AS FOLLOWS UNLESS OTHERWISE SHOWN ON THE DRAWINGS: 3. PLYWOOD: BASIC WIND SPEED: ................................................................................................................................ 115 MPH a. CONTINUOUSLY FILL UPPER COURSE OF MASONFRY BELOW ALL FLOORS AND ROOF STRUCTURES, PROVIDING A IMPORTANCE FACTOR, Im ........................ ...................................................................................................... 1.0 UNIFORM LEVEL BEARING SURFACE TO RECEIVE PRECAST PLANK ON BEARING PAD. SUB FLOOR SHALL CONSIST OF 3/4"CDX PLYWOOD, GLUED AND SCREWED TO JOISTS. PROVIDE 8d COMMON NAILS EXPOSURE CATEGORY: ...................................................................................................................................... C b. FILL BLOCKS BELOW ALL LINTELS(16"IN LENGTH X MINIMUM 3 COURSE HIGH), UNLESS NOTED FULL HEIGHT. SPACED AT 5"O.C. ALONG SJPPORTED PANEL EDGES AND AT 12"O.C. ON THE PANELS INTERIOR SUPPORT, U.N.O. FOR MAIN WIND-FORCE RESISTING SYSTEM PRESSURE: .............................................................................. 26 PSFc. PROVIDE VERTICAL REINFORCING BARS IN ALL MASONRY PIERS AND WALLS FULLY EMBEDDED IN GROUT AS PANELS THICKER THAN 1", USE I Od NAILS. PROVIDE SOLVENT-BASE GLUE THAT MEETS ASTM D3498 PERFORMANCE INTERNAL PRESSURE COEFFICIENT: ............................................................................................ GCPi= ±0.18 SHOWN ON DETAILS. STANDARDS. APPLY PER MANUFACTURER'S SPECIFICATIONS. COMPONENTS AND CLADDING DESIGN WIND PRESSURE: ...................................................................30 PSF d. FILL VERTICAL CELLS EACH END OF ALL MASONRY WALLS. 4. LAMINATED VENEER LUMBER: 5. REQUIREMENTS FOR GROUTING AND REINFORCING BARS IN AREAS NOT SHOWN SHALL BE PROVIDED AS SHOWN IN LAMINATED VENEER LUMBER, SECTIONS SHALL BE "MICRO= LAM®"(LVL) OR "PARALLAM®"(PSL)AS MANUFACTURED SIMILAR CONDITIONS. BYTRUS JOIST MACMILLAN,LTD. , OR EQUAL, WITH THE FOLLOWING MINIMUM PROPERTIES: FB= 2865 PSI, FC= 750 SITE PREPARATION AND EARTHWORK PROCEDURE: 6. ALL WALLS AND PIERS SHALL HAVE CONTINUOUS HOFIIZONTAL WALL REINFORCING (GALVANIZED HEAVY DUTY LADDER PSI, FV= 285 PSI, E= 2,000,000 PSI. 1. GENERAL CONTRACTOR IS TO REVIEW AND FOLLOW REQUIREMENTS OUTLINED IN THE GEOTECHNICAL REPORT. TYPE'DUR-O-WAL'OR EQUAL) PLACED AS SHOWN ON DRAWINGS AND NOTED AS FOLLOWS: MULTIPLE SECTIONS SHALL 3E FASTENED TOGETHER WITH A MINIMUM OF TWO ROWS OF 16D NAILS AT 12"O.C.,AND 2. REMOVE ALL SURFACE VEGETATION, ROOTS AND TOPSOIL,APPROXIMATELY ONE TO TWO FEET IN DEPTH, FROM a. FIRST TWO COURSES TOP AND BOTTOM OF FLOORS,TWO COURSES BELOW ROOF. AS RECOMMENDED BYTHE OANUFACTURER. WITHIN AND AT LEAST FIVE FEET BEYOND THE CONSTRUCTION LIMITS. TOPSOIL WILL NOT BE SUITABLE FOR USE AS b. FIRSTTWO COURSES TOP AND BOTTOM AT WALL OPENINGS. 5. GLULAM: CONTROLLED COMPACTED FILL OR BACKFILL. c. PLACE CONTINUOUS REINFORCING AT 16"O.C.AT VERTICAL INTERVALS IN BALANCE OF WALL HEIGHT. 3. REMOVE ALL ABANDONED PIPELINES/UTILITIES FROM WITHIN AND AT LEAST FIVE FEET BEYOND CONSTRUCTION LIMITS. d. PROVIDE CORNER AND INTERSECTING WALL FABRICATED UNITS OF SIMILAR REINFORCING AND SPACING AS GLULAM SECTIONS SHALL B.24F V4 X BEAM AS MANUFACTURED BY ROSBORO , OR EQUAL,WITH THE FOLLOWING 4. EXCAVATE TO REACH THE DESIRED FLOOR SLAB AND PAVEMENT SUB-GRADE LEVELS. ABOVE. MINIMUM PROPERTIES: FB= 2400 PSI, FC= 650 PSI, FV= 265 PSI, E= 1,800,000 PSI. e. WIDTH OF REINFORCING EQUALS OVERALL WIDTH OF WALL MINUS 2". 6. ALL EXTERIOR WOOD FRAMIVG MEMBERS ARE TO BE PRESSURE-TREATED. ALL EXTERIOR PSL FRAMING MEMBERS 5. PROOF-ROLL AND COMPACT THE EXPOSED SUB-GRADE SOILS TO A FIRM AND UNYIELDING CONSISTENCY. f. REINFORCING TO BE INTERRUPTED AT CONTROL AND EXPANSION JOINT. ARE TO BE"WOLMANIZED". FOR SERVICE LEVEL 2 EXCEPT WHEN USED IN CONTACT WITH THE GROUND OR SATURATED PROOFROLLING MAY BE ACCOMPLISHED BY USING A HEAVY STEEL DRUM VIBRATORY ROLLER(DYNAPAC CA-15, OR USE, USE SERVICE LEVEL 3. EQUIVALENT)WITHIN THE PROPOSED BUILDING AND PAVEMENT AREAS. ANY LOCALIZED AREAS WHICH CANNOT BE 7. MORTAR: ALL MASONRY UNITS TO BE LAID IN MORTAR TYPE N, S OR M (SEE CHART BELOW.) ALL MORTAR SHALL 7. WHEN WORKING WITH PRESSURED-TREATED LUMBERS, USE MINIMUM G185 GALVANIZED HANGERS AND HOT- COMPACTED TO A FIRM AND UNYIELDING CONSISTENCY SHOULD BE EXCAVATED TO STABLE SUB GRADE SOILS AND CONFORM TO ASTM C270. DIPPED FASTENERS,OR STAINLESS- STEEL HANGERS AND FASTENERS. DO NOT MIX STAINLESS- STEEL AND BACKFILLED WITH CONTROLLED COMPACTED FILL. COMPACTED FILL SHOULD ALSO BE INSTALLED IN ANY EXCAVATIONS NECESSARY TO REMOVE PIPES. GALVANIZED MATERIALS. GUIDE FOR THE SELECTION OF MASONRY MORTARS 8. ALL BEARING STUD WALLS HALL HAVE CROSSKATS AT MID-HEIGHT OR 4'-6"O.C. MINIMUM. MURRAY ENGINEERING Pc 6. TO MINIMIZE THE DISTURBANCE OF THE SUB GRADE SOILS,GRADE THE SITE TO MAINTAIN POSITIVE SURFACE MORTAR TYPE Consulting Structural Engineers DRAINAGE AT ALL TIMES AND CONSTRUCT SWALES AND/OR BERMS TO MINIMIZE THE AMOUNT OF SURFACE RUN-OFF LOCATION BUILDING SEGMENT 9. USE DOUBLE MEMBERS AT JAMBS AND HEADS OF ALL OPENINGS. USE DOUBLE SILLS AND CAP PLATES FOR ALL 307 Seventh Avenue-Suite 1001 ENTERING THE CONSTRUCTION AREAS. RECOMMENDED ALTERNATIVE " EXTERIOR,ABOVE LOADBEARING WALL. N S OR M BEARING WALLS. New York`eNew 12 10001 fax:212.741 1104 7. PLACE CONTROLLED COMPACTED FILL AS REQUIRED TO ACHIEVE THE DESIRED SUBGRADE LEVELS IN THE BUILDING GRADE. NON-LOADBEARING WALL. 0 N OR S 10. ALL FLOOR JOISTS SHALL BE PROPERLY SECURED TO SUPPORTS. murray-engineering.com protect:51401.01 AND PAVEMENTAREAS. SPREAD FILL IN LAYERS ON THE ORDER OF TWELVE INCHES IN LOOSE THICKNESS AND PARAPET WALL, CHIMNLEY AND N S 1 COMPACT UNIFORMLY TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AS ATTAINED BY THE ASTM D-1557 TEST VENEER WALL. 1. ALL FLOOR JOISTS SHALL HAVE CROSS BRIDGING AT 8'-0"ON CENTER MAXIMUM OR AT CENTER OF SPAN IF LESS THAN PROCEDURE. BACKFILL PLACED IN CONFINED AREAS SUCH AS FOUNDATION OR UTILITYTRENCHES SHOULD BE EXTERIOR,AT OR FOUNDATION WALL, RETAINING 16'-0"IN LENGTH. INSTALLED IN THINNER LIFTS AND COMPACTED TO THE SAME DEGREE WITH MANUAL COMPACTION EQUIPMENT. ALL BELOW GRADE. WALL, MANHOLES, SEWERS, S MORN 12. SUPPORT FOR ALL NON-LOAD BEARING WALLS SHALL: FILL SHOULD BE MOISTURE CON DITIONEED AS NECESSARY TO PERM IT COMPACTION TO THE REQUIRED DENSITIES. PAVEMENTS,WALKS AND PATIOS. a. WALLS PARALLEL TO JOISTS, PROVIDE DOUBLE FLOOR JOISTS BELOW WALL. �' `"'"" " "" �•""`"""" "'.w!`3 8. BACKFILL REQUIREMENTS AREAS FOLLOWS: INTERIOR. LOADBEARING WALL. N S OR M b. WALLS PERPENDICULAR TO JOISTS, PROVIDE SOLID BLOCKING BELOW WALL. NON-LOADBEARING PARTITION. O N KIDS, LLC • EXCAVATED MATERIALS WHICH CONSIST OF SILTYSANDSAND WHICH ARE MOISTURE CONDITIONED AS NECESSARY 1437 KING STREET, y5 TO PERMIT COMPACTION TO THE REQUIRED DENSITIES MAYBE USED AS BACKFILL. 13. ALL METAL JOIST HANGERS SHALL BE IN ACCORDANCE WITH ASTM D 7417. CIHARLESTON, SC 29403 • IMPORTED MATERIALS TO BE USED AS BACKFILL SHOULD CONSIST OF UNCONTAMINATED, RELATIVELY WELL-GRADED SAND AND/OR GRAVEL CONTAINING LESS THAN 15 PERCENT BY WEIGHT PASSING AN U.S. STANDARD NO. 200 SIEVE,AND WITH A MAXIMUM PARTICLE SIZE OF FOUR INCHES. DOCUMENTATION OF THE B O S T I C RESIDENCE ENVIRONMENTAL QUALITY OF THE FILL SHOULD INCLUDE A WRITTEN CERTIFICATION FROM THE FILL SUPPLIER NOTES STATING THAT THE FILL IS VIRGIN MATERIAL FROM A COMMERCIAL OR NONCOMMERCIAL SOURCE. 9. FOUNDATION EXCAVATIONS SHALL BE KEPT FREE OF WATER AT ALL TIMES. AS NOTED 04 23 21 S2.0 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS FRAMING CONNECTORS SCHEDULE 1"DEEP SAW CUT. FILL WITH DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING OF (MANUFACTURED BY SIMPSON STRONG-TIE) 6"SLAB ON GRADE. SEE POURED JOINT FILLER. #5 CONT. F FASTENER FASTENERS PLAN FOR ADD'L INFO. 6" 6" 3" JOIST TO SILL OR GIRDER, TOE NAIL 3 - 8d - F. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d 16"O.C. TOP FLANGE FACE MOUNT ° TOP OR SOLE PLATE TO STUD, END NAIL 2 -16d - • • • • • ' • • • • 4.0 '0 • • • ° . ° . 4< 4 STUD TO SOLE PLATE, TOE NAIL 3 - 8dOR2- 16d - �-�- - ° o °-� s ° o00 • 9 �,' 10d 24"O.C. EMBERMEMBE CAPACITY NAILING EMBER MEMBER CAPACITY NAILING od' o0 0 0 0 .0 o0 00 0 0 0 00 0 0 o'b ° o DOUBLE STUDS, FACE NAIL HANGER HANGER (LBS) HEADER JOIST 00 o° 00% °o 00 o °o o° % °o O° 0 00 00 0 ° o9i o 00 - 0 000 0 °° °$ °° °° °�' ° ° °° °° ° 0.0 0 0� ° 0 10d 24"O.C. WIDTH DEPTH LBS 000 0 , 08000 0 00 08 000 0 ,° 000 0 00 0� 000 0 00 000 a 0 0 ° °00 8 0 0° o0 8 00 DOUBLE TOP PLATES, FACE NAIL (LBS) HEADER JOIST WIDTH DEPTH LBS w c' SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3 -16d 16"O.C. WPU1.St1925 3,650 16d 10dxl 1/2" 7114"9112" HU7 1,610* 16d 10dxl 1/2" J _ 9 1/4" U 8" CONT.WATER DOUBLE TOP PLATES, MINIMUM 48"OFFSET OF END JOINTS, 8 - 16d LBV1.81/9.25 2,885 16d 10dxl 1/2" 1 3/4" HU11 2,950- 16d 10dxl 1/2" NOTE: �'' VAPOR VAPOR CLEAN CRUSHED STONE CONTROL JOINT IS TO BE CUT STOP BARRIER AGGREGATE OR SAND, WHILE CONCRETE IS STILL IN BARRIER. FACE NAIL IN LAPPED AREA MIT9.5 2,115 16d 10dxl 1/2" 111/4"-14" HUS1.81/10 4,900 16d 16d COMPACTED PER ACI ITS PLASTIC STATE, MAXIMUM 2"X3"KEY BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TOE NAIL 3 - 8d - 9 1/2" LBV1.81/9.5 2,885 16d 10dxl 1/2" 71/4"-111/2" HHUS48 3,885 16d 16d RECOMMENDATIONS. 8 HOURS AFTER PLACEMENT. RIM JOIST TO TOP PLATE, TOE NAIL 8d 6"O.C. 1 3/4" 11 1/4" PU1.81/11.25 3,650 16d 10dxl 1/2" 3 1/2" 9112%18" HHUS410 5,190 16d 16d TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 2 -10d - LBV1.81/1125 2,885 16d 10dxl 1/2" HGUS410 8,780 16d 16d TYPICAL SLAB CONTROL JOINT HAUNCH CONST. JOINT BUILT-UP HEADER, TWO PIECES WITH 1/2"SPACER 16d 16"O.C. ALONG EACH EDGE MIT11.88 2,115 16d 10dxl 1/2" 14"-20" HGUS414 10,015 16d 16d CONTINUED HEADER, TWO PIECES 16d 16"O.C. ALONG EACH EDGE 11 7/8' BA1.81/11.88 3,705 16d 10dxl 1/2" 9114"11718" HHUS5.50110 5,190 16d 16d TYPICAL SLAB ON GRADE DETAIL 1 CEILING JOISTS TO PLATE, TOE NAIL 3 -8d 14" B1.81/14 3,355 16d 10dxl 1/2" 5 1/4" 11 1/4"-14" PHUHU5.50 55.50112 9,155 16d 16d CONTINUOUS HEADER TO STUD, TOE NAIL 4 -8d - 9 1/4" HB3.56/9.25 5,640 16d 16d S5.50/14 10,015 16d 16d SCALE:3/4"= 1'0" CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL 3 - 10d - 9 1/2" H63.56/9.5 5,640 16d 16d 14,145 SDS 114'k21/2"SDS1147c2112' CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3 - 10d - 11 1/4" HB3.56111.25 5,640 16d 16d NOTES: RAFTER TO PLATE, TOE NAIL 2 -16d - 3 1/2" 11 7/8" HB3.56/11.88 5,640 16d 16d 1. HANGER CAPACITY MAYBE MORE OR LESS THAN 1"BRACE TO EACH STUD AND PLATE, FACE NAIL 2 - 8d, 2 STAPLES, 1 3/4" - 14" GLTV3.514 5,750 16d 16d THAT OF THE SUPPORTED MEMBER; THEREFORE, BUILT-UP CORNER STUDS 10d 24"O.C. 16" GLTV3.516 5,750 16d 16d CHECK BOTH THE HANGER AND THE BEAM O [9(:� 1:1 WO EDO BUILT-UP GIRDERS AND BEAMS, 2"LUMBER LAYERS NAIL EACH LAYER AS 1 18" HGLTV3.518 9,000 16d 16d CAPACITIES. rc-1 FOLLOWS: 32"O.C. AT TOP 9 1/4" GLTV5.50/9.25 5,750 16d 16d 2. LEAVE 1/16 CLEARANCE (1/8"MAXIMUM) / 10d AND BOTTOM AND9 1/2" GLN5.59 51750 16d 16d BETWEEN THE END OF THE BEAM OR HEADER 16 GA. X 5 1/2"LONG NOTE: FILL CORES `,. STAGGERED. TWO NAILS AT 11 1/4" LTV5.50/112 5,750 16d 16d AND ITS SUPPORT MEMBER OR HANGER. CORRUGATED DOVETAIL SOLID FULL HEIGHT ENDS AND AT EACH SPLICE. 5 1/4" 11 7/8" HGLTV5.511 9,000 16d 16d 3. REFER TO MANUFACTURER FOR ADDITIONAL TIE @ 16"O.C. AND PROVIDE 1-#4 ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: 14" EG05.50-SDS3 18,680 SDS 1/4"x 3" SDS 1/4"x3„ INFORMATION. FULL HEIGHT(TYP.). TOE NAIL 4 - 16d - 4. VALUE MAYBE INCREASED FOR DURATION FACE NAIL 3 - 16d - 16" EG05.50SDS3 18,680 SDS 1/4"x3" SDS 1/4"x3" OF LOAD. INTERSECTION WITH INTERSECTION @ END CORNER 18" EG05.50-SDS3 18,680 SDS 1/4"x 3" SDS 1/4"x3" RAFTER TIES TO RAFTERS, FACE 3 - 8d - MASONRY WALL WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND WALL 12" SHEATHING TO FRAMING, AND PARTICLEBOARD WALL 6 -1Od COMMON NAIL OR SHEATHING TO FRAMING 6 - 8d DEFORMED NAIL FRAMING CONNECTOR SCHEDULE FOR TYPICAL CMU WALL DETAILS 1/2"GYPSUM WALL SHEATHING 1 1/2"GALVANIZED ROOFING 4"AT EDGE; 8"AT SAWN LUMBER 2 NAIL; 6d COMMON NAIL; INTERMEDIATE SUPPORTS (MANUFACTURED BYSIMPSON STRONG-TIE) 1'-0" STAPLE GALVANIZED, 1 1/2" SCALE:3/4"= 5-2,1 LONG; 1 1/4"SCREWS, TYPE W OR S SINGLE JOIST-TOP SINGLE JOIST- 5/8"GYPSUM WALL SHEATHING 1 3/4"GALVANIZED ROOFING 4"AT EDGE; 8"AT FLANGE FACE MOUNT NAIL; 8d COMMON NAIL; INTERMEDIATE SUPPORTS STAPLE GALVANIZED, 1 5/8" JOIST CAPACITY NAILING CAPACITY NAILING LONG; 1 5/8"SCREWS, TYPE SIZE HANGER (LBS) HEADER JOIST HANGER (LBS) HEADERI JOIST W ORS 2x6 LB26 1,380 4-16d 2-10dxl 1/2" U26 800 6-16d 4-10dxl 1/2" WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR 6d DEFORMED NAIL 6"AT EDGE; 12"AT 2x8 LB28 1,270 4-16d 2-10dxl 1/2" LU28 1,065 8-16d 6-10dxl 1/2" CONCRETE WALL2U2x10 LB210 1550 4-16d 2-10dxl FRAMING (3/4"AND LESS) OR 8d COMMON NAIL INTERMEDIATE SUPPORTS - xl 1'-0"(MIN.) Od 1/2" LU210 1,330 10-16d 6-10dxl 1/2" NOTES: 2x12 L8212 1,580 4-16d 2-10dx11/2" LU210 1,330 10-16d 6-10dxl 1/2" STEP LOCATION 1. REFER TO TABLE R602.3(1) OF THE RESIDENTIAL CODE OF NEW YORK FOR ADDITIONAL INFORMATION. INDICATED ON PLAN - 2. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER INFORMATION SHOWN IN THIS TABLE. DOUBLE JOIST-TOP DOUBLE JOIST- a FLANGE FACE MOUNT T-6"(MAX.) - .° FTG. ° =7-7GIRDER CAPACITY NAILING CAPACITY NAILING SIZE HANGER (LBS) HEADER JOIST HANGER (LBS) HEADER JOIST 7d' 1'-3"MIN. �' 0`�\Nl a 2-2x8 WNP28 2 3,255 2-1 Od 2 10dd U26-2 1,065 8 16d 4-1 0d Z A 0 LUS28 2 1,265 6-16d 4-16d T 2 2-2x10 WNP210-2 3,255 2-10d 2-10d LUS210-2 1,765 8-16d 6-16d ° ° MULTIPLE-MEMBER CONNECTIONS 2-2x12 WNP2122 3,255 210d 2-10d LUS2102 1,765 8-16d 6-16d N ° ° c. ° ' VARIABLE SLOPE NOTES: LEAVE 1/16"CLEARANCE (1/8"MAXIMUM) a ° ° FOOTING REINFORCEMENT CONNECTOR PATTERN NOTE: SEAT JOIST HANGER BETWEEN THE END OF THE SUPPORTED (1) 6"SDS OR SW SCREWS CAN BE USED WITH a ASSEMBLY A ASSEMBLY B JOIST AND THE HEADER OR HANGER. FTG 8"(MIN.) "' PARALLAM PSL AND MICROLLAM LVL, BUT ARE CAPACITY 2. REFER TO MANUFACTURER FOR N NOT RECOMMENDED FOR TIMBERSTRAND LSL. JOIST NAILING � oc HANGER (LBS) ADDITIONAL INFORMATION. TYPICAL STEPPED FOOTING D ETA I L 3 00 (2) 3 INSTALLED ONN BOTH SIDES.AND 3 LONG SCREWS MUST BE SIZE SNOW HEADER JOIST 3. *INDICATES POSSIBLE NEED OF PLYWOOD B LU w N (3) 6"LONG SCREWS REQUIRED. 2x10 LSSU210 1,275 10-10d 7-10dxl 1/2" SHIM IN HANGER. SCALE:3/4"= V-0" g Z 4 -2,1 = Z ( ) 5"LONG SCREWS REQUIRED. 2x12 LSSU210 1,275 10-10d 7-10dx1 1/2" Z 0 (5) BOLTS ARE TO BE MATERIAL CONFORMING TO ASTM STANDARD A307(MACHINE BOLTS). BOLT -�-- �- 1 3/4" -►�-1 1 3/4" HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND LOCATED 2"FROM THE TOP AND 3 112" 5 1/4" BOTTOM OF THE MEMBER.WASHERS SHOULD 2 - PLY 3 - PLY BE USED UNDER HEAD AND NUT. 6 a 12 10d (0.128"X3") NAIL 10d (0.128"X3") NAIL r 18 ~ 24 O 4 SDS SCREWS 1/4"X3 1/2" SDS SCREWS 1/473 1/2" W 6 OR WS351/4"X 6"OR ORWS351/4"X6"OR Z 8 WS6(1) WS6(1) (2) 0 6 3 3/8"OR 5" 3 3/8"OR 5" TRUSSLOK TRUSSLOK (2) 8 Y , 4 OR 6 SCREW 8 SCREW NAIL CONNECTION 4 BOLT 2XTHE DIAMEOR CONNECTION CONNECTION 10D (0.128"X3') NAILS, CONNECTION CL OF THE LARGESTST HOLE(MIN.)(MIN.) LU w TYPICAL. STAGGER TO Q co ACCEPTABLE AREA FOR FIELD PREVENT SPLITTING CUTTING OF PLUMBING HOLES SDS OR TRUSSLOK SDS OR TRUSSLOK ,� HANGER AS M U R R A Y ENGINEERING Pc SCREW,TYPICAL Consulting Structural Engineers SCREW,TYPICAL 307 Seventh Avenue.Suite 1001 y SPECIFIED New York,New York 10001 - - - - I 2"SPACING, TYPICAL tel:212.741.1102 r fax:212.741.1104 O - L - - - - - - - - -1 I I I 2", TYPICAL I I 2",TYPICAL I I I I ( I I I 2", TYPICAL murravproelctes1401.01 'I TOP AND TOPAND ( I• BOTTOM BOTTOM I' 2",TYPICAL ' BOTTOM y TOP AND 30 OR 3"SQUARE HOLE (MAX.).CONTRACTOR TO BOTTOM i i - iij o �i i , a LU COORDINATE:WITH ENGINEER FOR REINFORCING , i i 0 REQUIREMENTS ATLARGER PENETRATIONS PRIOR TO r FIELD CUTTING PROVIDE 2 THROUGH BOLTS EACH PERMITTED HOLE ZONE SIDE WHEREVER A CONCENTRATED KDS, LLC 1/3 SPAN 7 1/3 SPAN Ir 1/3 SPAN EQUAL SPACING 1 1/2 MINIMUM 14;37 KING STREET, 5 A�_ 1/2 BEAM DEPTH LOAD IS APPLIED TO MULTIPLY LVL # SPACING,TYPICAL BEAM. COORDINATE HANGER SIZE CHARLESTON, SC 29403 THERE MUST BE AN EQUAL NUMBER OF AND BOLT PATTERN WITH ENGINEER ALLOWABLE HOLES FOR LVL DETAILS 4 TYPICAL POINT LOAD CONNECTION NAILS ON EACH SIDE OF THE CONNECTIONC BOS'TIC RESIDENCE J SECTIONS AND DETAILS SCALE: 3/4"= 1'-0" S-2.1 SCALE: 3/4"= 1'-0" 5-2.1 AS NOTED 04 23 21 S2.1 2- 1 3/4X14 LVL RIDGE, PROVIDE VARIABLE SLOPE JOIST HANGER 4 TOE NAILS TO RIDGE COORDINATE ROOFING WITH ARCHITECTURAL DRAWING / 3/4"CDX PLYWOOD 2X12 ROOF RAFTERS PROVIDE 6- 16D NAILS TO RAFTER AT EACH END / / PROVIDE 6- 16D NAILS TO FIAFTER AT EACH END 2-2X10 RAFTERS. SEE PLAN / - - - - - - - - - - - - - - - - - - - ---- - - - - -/- - - - - - -- - -- - - - — — — — BLOCKING PANEL. PROVIDE V o ° ° ° ° ° NOTCH FOR VENTILATION �— — — — — 2X8 COLLAR TIE. / SEE PLAN 2-2X8 HEADER. / SEE PLAN SECTION 1 f WINDOW OPWNING / SCALE:3r4"= V-0" S`z•2 2X10 CONTINUOUS LEDGER. / PROVIDE 4- 16D NAILS INTO / EACH WALL STUD /' // COORDINATE ROOFING WITH ARCHITECTURAL DRAWING BLOCKING PANEL. PROVIDE V 3/4"CDX PLYWOOD NOTCH FOR VENTILATION / := /' 2X12 ROOF RAFTERS 2X4 STUD WALL CLOSURE / / 2X4 STUD WALL MTS30 TWIST STRAP 2)C10 PORCH ROOF /' BY SIMPSON PROVIDE NEW JOIST RAFTER / HANGER CONNECTION BLOCKING PANEL. PROVIDE V NOTCH PROVIDE BLOCKING EXISTING PLYWOOD FOR VENTILATION BELOW WALL / SHEATHING TO REMAIN � _._..__. w __...._.... ..-._.-. .._.... ....... ..... .... ....... . ......... .......... 2- 1 3/4 X 11 7/8 LVL M- 6 TIE SIMPSOM iE 2X6 CONTINUOUS PLATE AT I'}I ATTIC. PROVIDE 6 12 D _.,.__.,... ... _._....._ _ ._ _... _.._w....... _ .__. .. :: NAILS INTO ATTIC JOIST EXISTING JOIST TO r1= AND 4-12 D NAILS INTO 6X10 BEAML REMAINI. 2X10 COLLAR TIE. 2X10 CONTINUOUS LEDGER. EXISTING JOIST TO REMAIN PLYWOOD BETWEEN JOISTS 6X6 POST SEE PLAN PROVIDE 2- 16D NAILS @ 16"O.C. IN TO 11 7/8"LVL TEMPORARY SHORING EXISTING HEADER TO REMAIN 3-2X4 WOOD POST. SEE PLAN SECTION 2 SECTION 3 SCALE:3/4"= V-0,, SG•2 SCALE:3/4"= V-0" CJ'z•2 EXTERIOR GRADE PLYWOOD SHEATHING COORDINATE FINISH WITH ARCHITECTURAL WOOD BLOCKING BELOW COORDINATE DECKING DRAWING WOOD POST NEW/EXISTING STUD WALL COORDINATE FINISH WITH ARCHITECT 6X6 POST WITH ARCHITECTURAL 2X12 CONTINUOUS EXISTING JOIST TO NEW/EXISTING CONTINUOUS NEW EXTERIOR GRADE DRAWING 2X6 SILL PLATE BOTTOM PLATE SIMPSON STRONG TIE LEDGER. PROVIDE 2- 16D REMAIN MPB66Z POST BASE 2X12 JOIST. SEE PLAN WOOD RIMBORD NAILS @ 16"O.C. PLYWOOD SHEATHING Y _ ...... .... . .... ... . t, Ira .................... ............_.............. ............ ............. 2X10 CONTINUOUS 3"CONCRETE RAT SLAB. 2X8 SILL PLATE(PRESSURE FINISHED GRADE. COORDINATE SLOPE AND LEDGER. PROVIDE TREATED). 1/2 0X8 LONG BOLT 2- 16D NAILS @ 16"O.C. `.•w,.Y." DRAINAGE WITH ARCH. CAST-IN-PLACE @ 32"O.C. 00 '0-0- 0 o�e— s—Qo c o.�•l7a 0 0 ° moo ° 40 0 �o — o ° o�e� a --po 0�0 —170°��.��o o�7-- , ' o ° moo ° �o p �o o o ° u°Oo°°Oo°o°° o 00°° ° 0 0 ° o 0 0 0 0 0 °o 0 0° °0 00°° ° ° ° 7 7 o °O°°oOo°o°° o oO°° o o ° ° ° 00°° < o ° o 0 0 0 °o 0 0° °0 00°° ° o ° ... }<i^� 8"CMU WALL FULLY EXISTING MASONRY =- GROUTED. SEE PLAN • > WALL TO REMAIN 8"CMU WALL FULLY 8"CMU WALL FULLY GROUTED. SEE PLAN 1 f I GROUTED. SEE PLANK. z o #4 DOWELS @ 32"O.C. DUR-O-WALL REINF.,SEE -- DUR-O-WALL REINF., SEE STRUCTURAL NOTES t STRUCTURAL NOTES M U R R A Y ENGINEERING Pc v ALTERNATE HOOK ` DIRECTION OF DOWEL ` Consulting Structural Engineers 307 Seventh Avenue•Su Ite 1001 New York,New York 10001 tel:212.741.1102 sr ° ...L: ..' EXISTING SLAB TO fax: neari1 2.74n 11o4 murra en ineerin com 8.0 8.° ° 4 . `' a REMAIN project:S1401.01 g• �° ° °` �a `' `• #4 DOWELS @ 32"O.C. • O ° �.,..: ° .'........ _ ... . _......_ �.......... ..... ...... .. ALTERNATE HOOK ° DIRECTION OF DOWEL SEE PLAN FOR FOOTING 3 ^\ •4 SIZE AND REINFORCEMENT ._. .�.._ �.::.._. .w��:�.._..._.__.�,._..........._..._., ...� .,.., .. ..... ..M............._....... 3"COVER ° ° f 4 . . . 3"COVER ° ° ° ° KDS LLC 4° ° °o ° '. � i °' ° °° 1437 KING I STREET, 5 —a :..._.........:.......T _._.... .._.. ......:..as € • — — a . CHARLESTON, SC 29403 • • SECTION _._.. .. .. .mm . .m. w..�.. :_.._. ....w ..__......._..._.. __......_ t ° SCALE:3/4"= V-0" SEE PLAN FOR FOOTING SEE PLAN FOR FOOTING B O S T I C RESIDENCE S2.2 - EXISTING FOOTING TO REMAIN SIZE AND REINFORCEMENT SIZE AND REINFORCEMENT SECTIONS AND DETAILS SECTION5 SECTION r6 AS NOTED 04 23 21 SCALE: 3/4"= 1'-0" SSCALE: 3/4"= 1'-0" �L2.2 S2.2 2- 1 3/4X14 LVL RIDGE COORDINATE ROOFING VARIABLE SLOPE JOIST HANGER WITH ARCHITECTURAL DRAWING 2-2X12 RIDGE. PROVIDE 4 TOE NAILS TO RIDGE a 3/4"CDX PLYWOOD \ \ ' 2-2X12 RAFTERS. \ 3/4"CDX PLYWOOD SEE PLAN \ \ \ 2X8 ROOF RAFTERS \ \ MTS30 TWIST STRAP PROVIDE \\ - -_..._ BY SIMPSON FACE-MOUNTED \\ \ JOIST HANGER \ BLOCKING PANEL. \ - PROVIDE V NOTCH \ \ FOR VENTILATION 2X12 RAFTER BEYOND \ \ \ 2X10 HEADER PROVIDE BLOCKING IN WEB OF \ RAFTERS AND CEILING JOIST \ \ 2X10 PORCH ROOF \\ RAFTER \ \ BLOCKING PANEL. PROVIDE V \ \ NOTCH FOR VENTILATION NEW 3X10 NEW 3X10 \ \\ 2 2X14 BEAM COLLAR TIES COLLAR TIES \ i VARIABLE SLOPE JOIST HANGER \ COORDINATE ROOFING WITH ARCHITECTURAL DRAWING 3/4"CDX PLYWOOD PROVIDE 6- 16D NAILS PROVIDE FACE-MOUNTED TO RAFTER AT EACH END JOIST HANGER 2X12 ROOF RAFTERS 2X6 STUD WALL CLOSURE 2-2X12 RAFTERS. SEE PLAN MTS30 TWIST STRAP EXTERIOR GRADE 2X10 PORCH ROOF PLYWOOD SHEATHING BYSIMPSON RAFTER BLOCKING PANEL. SECTION 1 I � PROVIDE V NOTCH ,........ ::. . :-;'-'= i FOR VENTILATION .. . ..... SCALE:3/4"= 1'-0" � NEW 2X10 COLLAR TIES S2'3 3 1 3/4 X 18 LVL ! EXISTING 2X4 STUD I ' BEARING WALL TO REMAIN (V.I.F.) ` 6X10 BEAM 2X10 COLLAR TIE. 2X10 CONTINUOUS LEDGER. ' SEE PLAN PROVIDE 2- 16D NAILS @ 16"O.C. l , 12"0 CONC. SONOTUBE #3 CIRCULAR IN TO 18"LVL TIES @ 12" —� 1 1/2"CLEAR (�) SECTION r2 SCALE:3/4"= 1'-0" S2.3 6-#4 BARS SONOTUBE n PLAN DETAIL 2X10 P.T. LEDGER. SEE PLAN. COORDINATE DECKING 2X12 CONTINUOUS PROVIDE 2 ROWS SIMPSON WITH ARCHITECTURAL LEDGER. PROVIDE STRONG TIE SDWS2240ODB DRAWING 2- 16D NAILS @ 16"O.C. EXISTING JOIST TO 2-2X10 P.T. EDGE BEAM 2X10 P.T.JOIST. TIMBER SCREW @ 10"O.C. MAX. 2X12 JOIST. SEE PLAN REMAIN SEE PLAN 2-2X10 P.T. BEAM .— __._._..._._..............�.._,....__W. ._...._....__._.. . . _......_.....___...._....,_........ SLOPETOP OFr ........:......... M. ,_ ..., . . ;_._...__.,_ ..__: ...,..._.. _... ..... ...,,.. ., .........,....._ .... CONCRETE AWAY FROM POST FOR DRAINAGE --� SIMPSON BASE .__..._.__._ FINISHED GRADE. 2X8 SILL PLATE(PRESSURE " sl TREATED). 12"0X8"LONG J BOLT CAST-IN-PL ` ACE @ 32"O.C. �., . •.; ,!i; �--� _ i ° ° 0 00000000000 0 0 0 0 O o� 000 ° o 0000 �oopo O o�0 O�0_ ° .'. , 00 0 000 0 0 0 0 0 0 0 0 0 0 0000 0 ;•I,. '.A r _ / aF EXISTING MASONRY M U R R A Y ENGINEERING PC E Consulting Structural Engineers WALL TO REMAIN 907 Seventh Avenue-Suite 1001 $"CMU WALL FULLY a r..;:mss,.; - New York,New York 10001 ° SONOTUBE ° q -� GROUTED. SEE PLAN tel:212.741.1,02 FOOTING. ? ineerin''' Z , .. Y 9 g SEE PLAN rax:212.711.1101 murra en com project:Sta07.Ot _' C? ° ° o #4 DOWELS @ 32"O.C. t q b q b ALTERNATE HOOK ` DIRECTION OF DOWEL f ° ° 0.0 Q. ° 4a a KDS, LLC 1437 KING STREET, #5 CHARLESTON, SC 29403 °°°oobo a SEE PLAN FOR FOOTING OSTIC RESIDENCE SIZE AND REINFORCEMENT SECTION 3 SECTION r4 SECTIONS AND DETAILS AS NOTED SCALE: 3/4":= 1'-0" S2.3 SCALE: 3/4"= V-0" �S2°3 04 23 21 S2.3 CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE DESIGNER. DN ❑ - ALJ - - - - ❑ I / \ // \\ / \ NOTE: LED UPLIGHTING TO RUN ABOVE COLUMN BEAMS. ------------------- / \ 3X4' \ TABLEEl /I I, 3X4' LEl U I_IGI=:TING TABLE 110 V. WALL OUTLET / "'" // 0 - / 110V. WALL AT COUNTER HEIGHT W P 110V. WALL-WATERPROOF \ 110V. FLOOR OUTLET FL; \- -1 FL TD 220V. WALL OUTLET FL --Cf) I S SWITCH \ I SURFACE MOUNTED CEILING FIXTUR I / I 1 / I RECESSED WALL WASHER \ I CLOSET HEADER LIGHT D DISPOSAL EXHAUST FAN I / / E \ \\ \\ / Oc CABLE EXHAUST FAN/LIGHT \ \\ \ C/T�� __------ �/ ® RECESSED CAN LIGHT FL C./1 \ I i SCONCE ElSMOKE DETECTOR A SECURITY ALARM PAD di H EXHAUST HOOD DN UP ODN \ ��' �� -"--�----- DROP PENDANT 0 I , I O 0 '-----+------ CHANDELIER I 00 I I i El 5] REFR ❑0 CEILING FAN DN I TRASH I I I HVAC IRECYCLEI I I GENERATOR ----- I TRASH I I I M U R R A Y ENGINEERING PC Consulting Structural Engineers , 307 Seventh Avenue-Suite 1001 ` New York,New York 10001 DN °� tel:212.741.1102 fax:212.741.1104 r murrey-engineering.com project:S1401.01 V : IT... , �I - KOS, LLC 1437 KING STREET, #5 CHARLESTON, SC 29403 NO ALTERATIONS TO EXISTING ELECTRICALS EXCEPT WHERE INDICATED NOTE 11 IB O S T I C RESIDENCE ALL NEW SWITCHES IN HOUSE TO HAVE DIMMERS. FIRST FLOOR ELECTRICAL PLAN NOTE-2; 1 /4"= 1 '-0" ALL NEW WALL OUTLETS TO MATCH HEIGHT OF EXISTING 03 23 21 E 1 . 1 CONTRACTOR TO VERIFY ALL CONDITONS AND DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE DESIGNER. UNDERCOUNTER LIGHTING 110V. WALL OUTLET 110V. WALL AT COUNTER HEIGHT WP 110V. WALL-WATERPROOF 110V. FLOOR OUTLET FL 220V. WALL OUTLET S SWITCH i S. SWITCH WITH DIMMER / SURFACE MOUNTED CEILING FIXTURE / RECESSED WALL WASHER START 9'-0"CEILING- / �J o SEE FIRST FLOOR ELECTRICALS / o CcsFOR PENDANT SWITCHES // CLOSET HEADER LIGHT —————————L———— / ----------- D _______ D DISPOSAL EQUAL / EQUAL \� \ EXHAUSTFAN / I �\ I cD I O CABLE EXHAUST FAN/LIGHT RECESSED CAN LIGHT / I \ SCONCE 1� ISMOKE DETECTOR ———————————————————————I————————————— / ------ A SECURITY ALARM PAD 0 \e � w I EXHAUST HOOD CV \ START 9'-0"CEILING DN - - - - - / - DN ----'��"----- DROP PENDANT / -----+-----' CHANDELIER I I I I D❑0 CEILING FAN M U R R A Y ENGINEERING PC Consulting Structural Engineers >'a 307 Seventh Avenue-Suite 1001 - �• ;�\ New York,New York 10001 tel:212.741.1102 '- fax:212.741.1104 murray-engineering.com , 4 project:S1401.01 e .............._.......,................_...a........-.,.-........................._... KOS, LLC 1437 KING STREET, #5 NOTA; CHARLESTON, SC 29403 ALL NEW SWITCHES IN HORSE TO HAVE DIMMERS BOSTIC RESIDENCE NOTE-R: AL."Aft$—S-HOWNINPLAN D-B 4" R-LE$$ INDIAMETER'. SECOND FLOOR ELECTRICAL PLAN 1 /4"=11,011 NOTE-$; ALL WALL OUTLET5JO BEQCLTED I_N�E 6"BASEBOARD 04 23 21 E 1 .2 r� D AS NOTED DATE. �P B.P.# OWNERS HAWES & AMBRIEL BOSTIC ;-�� FEE:i1.�4=_ BY: NOTIFY BUILDING DEPA MENT AT INDEX A 0.0 SURVEY 65-1802 8 AM TO 4 PM FOR THE A 0.1 SITE PLAN FOLLOWING INSPECTIONS: A 1 .0 EX EXISTING GROUND FLOOR PLAN 1. FOUNDATION - TWO REQUIRED A 1 .0 PROPOSED GROUND FLOOR PLAN FOR POURED CONCRETE A 1 .1 EX EXISTING FIRST FLOOR PLAN 2. ROUGH - FRAMING & PLUMBING 3. INSULATION A 1 .1 PROPOSED FIRST FLOOR PLAN 4. FINAL - CONSTRUCTION MUST A 1 .2 EX EXISTING SECOND FLOOR PLAN BE COMPLETE FOR C.O. A 1 .2 PROPOSED SECOND FLOOR PLAN ALL CONSTRUCTION SHALL MEET THE A 1 .3 PROPOSED ROOF PLAN REQUIREMENTS OF THE CODES OF NEW A 2.1 FRONT ELEVATION YORK STATE. NOT RESPONSIBLE FOR A 2.2 SIDE ELEVATION DESIGN OR CONSTRUCTION ERRORS. A 2.3 REAR ELEVATION A 2.4 SIDE ELEVATION A 3.1 BUILDING SECTION -- SCREEN PORCH / LIVING ROOM A 3.2 BUILDING SECTION -- MASTER PORCH / MASTER BEDROOM A 5.1 SECTION DETAILS -- BEDROOM DORMERS / WINDOW DETAILS A 5.2 SECTION DETAILS -- KITCHEN DORMER / FRCNT DECK COMPLY WITH ALL CODES OF A 5.3 SECTION DETAILS -- PORCH ADDITION NEW YORK STATE & TOWN CODESD AND A 5.4 SECTION DETAILS -- SLIDING DOORS AS REQUIRECONDITIONS OF E 1 .0 GROUND FLOOR ELECTRICAL PLAN E 1 .1 FIRST FLOOR ELECTRICAL PLAN gn� E 1 .2 SECOND FLOOR ELECTRICAL PLAN SOUTHOLD NG BOARD S1 .0 FOUNDATION PLAN S sir V�NTRUSTEES S1 .1 GROUND FLOOR FRAMING PLAN S1 .2 ATTIC FLOOR FRAMING PLAN N.Y.S.DEC S1 .3 ROOF FRAMING PLAN S2.0 NOTES S2.1 FOUNDATION & FRAMING DETAILS S2.2 SECTION DETAILS S2.3 SECTION DETAILS OCCUPANCY OR L 0.2 LANDSCAPE PLAN / POOL L 0.3 LANDSCAPE SECTION / POOL USE IS UNLAWFUL II WITHOUT CERTIFICATE FI CATE I � I : I .I III 0 F OCCUPANCY �P Li Li I I: i ;I I li ! Ii I ! I I i II I I I fi Li Lj , I RET AIN STORM WATER RUNOFF PURSUANT UAiVT TO CHAPTER 236 � I 0 tH F E : TOWN CODE. r I I I I n I I i l I• I II I i �I it ELECTRICAL i� CAL Aj I � S� I~ C T1 9R N �l r E 1 i 1 _ I \ All exterior lighting 3 I installed,replaced or _ repaired shall conform to Chapter 172 ---- - - -- of the Town Codi - Blower door +. ' and ductworl, testing required, MI U GINEERING PC Consulting Strructurall Engineers 307 Seventh Avenue-Suite 1001 New York,New York 10001 tel:212.741.1102 fax:212.741.1104 murray-engineering com project:S1401.01 i . VS; KDS, LLC 1437 KING STREET, #5 B 0 S T I C R E S I D E N E CHARLESTON, SC 29403 LOT 3 BOSTIC PROJECT "SETTLERS AT OYSTERPONDS" TITLE PAGE ORIENT , NY 11957 NO SCALE F--TRRM T E V E V V 8 E T 04 23 21 T 1 . 0 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FRAU PROPERTY ONES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE MOTTO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES (3)COPIES 0'THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION . INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNER.. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 111101 tel. 631.121.2303 fax. 631.727.0144 admin®youngengineering.com i� M4 4 ymq // \\ �T Howard N. Young, Land Surveyor lr Thomas G. Wolpert, Professional Engineer \ Douglas E. Adams, Professional Engineer / \ Robert G. Tost, Architect / W TE 51 TE DATA / AREA = 6.7108 ,4GRE5 OR 2Q2,524 50. FT. 5UBDIV1510N - "SETTLERS AT OY57ERPOND5" FILED IN THE S OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 4, 11164 / \ AS FILE NO. 77211. SEE FLOOD INSURANCE RATE MAP PANEL NO. 3610300068 H LAST DATED SEPT. 25, 20011. * VERTICAL DATUM = N.A.V. DATUM (11188) / (SLS * POND SHORE LINES LOCATED BY CONVENTIONAL SURVEYING / / 1 ✓e TECHNIGtUE5 AND FROM NEW YORK STATE 015 AERIAL // CIA PHOTOGRAPHY 2013. \ rk �/ cQ0 N°910 Toter hew 01 I ``, Et [ S,(7 ��e y� Rb . � I � l5 61( OFF a"' /11.1 ?i Q4S' i0 q G.� b (r�� \�� \ `+U 9b 442 4.18 � �o -4 50 3.95 / 07' 4 41 \ 1� 412 / / \ 00 �—� \ 9� `36 3.50 \ / �% •3 4.81 4.82 5.92 / �` "� �c� ' �Si 3 O •3.11 l - \ ,�y,�j �2 j �h 4.20 9.49 4�6 SURVEYOR'S CERTIFICATION CY / � WE HEREBY CERTIFY TO H E N RY H. B O STI C, Qr, Lot 5 R�$ AMBRIEL FLOYD BOSTIC, FIRST REPUBLIC BANK, 74 \ ITS SUCCESSORS AND/OR ASSIGNS, NATIONAL R2 A // Qx� N \ 3 \ 334 GRANITE TITLE INSURANCE COMPANY, INC. & '� / 'F WESTCOR LAND TITLE INSURANCE COMPANY THAT . \ 0 '.� /y'23 // Q t \\ \ { 1 �� TH15 SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF X "q 152.21' / \ ry \ 1 - — PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE NI 558°5b'O�"E /'� S� �\ \ \ LLL ASSOCIATION OF FROFE55IONAL LAND SURVEYORS. .� C� \ p4ND al lip �0 V"k O✓s e� / \\\6$ ger 25 0 �•� /' SpA \ \ \ '\ / n tv T11 S% O HOWARD N. YOUNG N.Y.5. L.S. NO. 458113 Ise 458113.22 422 4 22 v 0 4,01 SUR1�EY FOR � S 4.1 _ r �'N73°$_� HENRY H. 505TI0III 4 4 3,9 .15 2.4 \\ POND AMBR1 EL FL.OYD 505T1 C LOT 3, "SETTLERS AT OYSTERPONDSII 97 at Orient, Town of Southold N 924 4` 3a2 Suffolk County, New York A, o / \\ \\\67°383 sb ��.__ � O T II TLE 5URVEY 354 D / County Tax Map District IOOO Section 27 Block 02 Lot 2.5 air- �� 5. 4.,9 FIELD SURVEY COMPLETED SEPT. 22, 2015 a r � �" ✓ w.. 1 '^AVN b� � \\\ 3.42 \ ` �= -/ 6 \ MAP PREPARED SEPT. 23, 2.015 YB Record of Revisions / k ® ot�Cl P�rsvb�o�C = wlri 4.82 ,5.14 0, RECORD OF REVISIONS DATE S 5 28 3.87 4.65 N8/ \ � 4.03 ®° \\ JO• /Y \ 9.58 c m 60 0 30 60 120 I80 � `�� ' JOB NO. 2015-0118 o El - MONUMENT 5ET ■= MONUMENT FOUND = STAKE 5ET ®= 5TAKE FOUND DWG. 2015_011e_ts OF I / BOSTIC PROJECT SURVEY r SCALE NOTED 03 28 21 A 0 . 0 CONTRACTOR TO VERIFY ALL CONDITONS AND \\ DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO KDS,LLC. ° r \ 8'X 4' POOL EQUIPMENT TO BE ci� \\ LOCATED WITHIN SETBACKS S8° \\`� / FLOOD ZONE X SEE LANDSCAPE PLAN FOR DRIVEWAY AND GRADING DETAILS T ,�Te�c .* /� 7\/r ; ".�/ NEW 40X20 POOL WITH POOL TERRACE SURROUNDED BY 4'TALL FENCING, PER CODE. EXISTING TWO STORY HOUSE--. 00 Vo <;o °k _ — / I ti NEW FRONT SETBACK FROM DECK \\t\ t `h �\`� I FRONT PORCH ADDITION 10 \\\ G 61 OF�OFF /' \\ _ _ / FRONT DECK ADDITION G ^ ,\ P�,P� `` P G Pte/ �P�`� - /• �P \ sT - � ,. ,rte r� / � , , '•� \ / / z ° 1 �\ 00 LIJ LL cv Lu z O \ 8 \ APPROXIMATE LINE \ S OF WETLANDS - / '\ I ¢ v I \\ / •\ �L �� / '\ -_APPROXIMATE LINE OF WETLANDS POND 78°53� V y 150, � �6'S� \ \ �`� •\ • � � '`, �— •— S n i •_' • / _ _ I' \\ J6 •\, — 31,581 A173°563 r '��• I 1/ W . > 0 / \-r800v o, \`\•\'\ OND lj i \, I N cc i \ I ZONE.` \`\\ � \\ 5501 `• • WNY UTILI ITH GU OLETs \\ `\' /\ • .. WIRE_. ..................._.....�.!......................................_fief. 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I I i' 5 r I M U R R A Y ENGINEERING PC Consulting Structural Engineers 307 Seventh Avenue-Suite 1001 I • - New York,New York 10001 { ............................................................... : ........... .............................................. tel:212.741.1102 ......._..._ .._._ .. ,... ... _.._._. ,.....__._ - .._., .....i _ » _.,._ """ � '�-``-• - � � � �� fax:212,741.1104 murray-engineering.com project:S1401.01 ......._...._........_..,_._........ .... KIDS, LLC 1437 KING STREET, #5 CHARLESTON, SC 29403 -- - - - - - ---- --- - -- BOSTIC RESIDENCE NOTE 1: THIS FOUNDATION LAYOUT SHOULD NOT SUPERCEDE FOUNDATION PLAN FOUNDATION PLANS PROVIDED BY STRUCTURAL ENGINEER. 1 /4"=1 ' 0" ALL PILING LOCATIONS TO BE VERIFIED BY ENGINEER AND/OR CONTRACTOR. 03 18 21 A 1 .0 CONTRACTOR TO VERIFY ALL CONDITONS AND DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO KDS,LLC 49'-10 1/2" 14'-3 1/2" 21'-3" 14'-3 1/2" I I REPLACE EXISTING DECK - DN j EXISTING FLUE TO BE REMOVED EXISTING DECK/PATIO SIDE PORCHES WITHIN ROOFLINE 23'-7"X 9'-9" SIDE PORCHES WITHIN ROOFLINE TO BECOME HEATED SPACE - I " TO BECOME HEATED SPACE 4'-10"X 4'-10"X 4'-10"X 6'-8"W/ 6-8"W/ 61-8"W/ TRANSOM TRANSOM TRANSOM i I � I, I EXISTING 2'-4"X 2'-4"X EXISTING SCREEN PORCH� SCREEN PORCH 4'-6' 4'-6" 1 14'-3.5"X 4'-6" 4'-3.5"X 4'-6" I I I co 2'-4" X 4'-6" - -- 2'_4"X j RELOCATE i 4'-6" I I ' I ' i EXISTING CO EXISTING ; I LIVING ROOM ' EXISTING MASTER I 20'-7"X 20'-2" GUEST BEDROOM ; I BEDROOM 11'-7"X 12'-5" I i 11'-2"X 12'-5" I N 2'-4"X •- 4'-6" - i 2'-4"X oI 4'-6" `Y' r I CV N � I ODNIDN UP I - ► 0O j I I 2'-4"X 4'-6" PANTRY RELOCATE O 8 X 3'ISLAND EXISTING -� - GUEST BATH 2'-4"X 13'-11"X 7'-5" 4'-6" EXISTING MASTER O O 2'-4 '2"X BATH 00 EXISTING N 11 -7 X 8'-8" KITCHEN 20'-7"X 9'-1" M REFR BACK PORCH n n 74'�2 14'-4"X 4'-6" 2'_4"X U 2'_4"X 2'-4"X 4'2" I ' 4'-2" 4'-2" 4'-2" ' - - ------ -------- --- - DN : TRASH f HVAC ——— - :RECYCLE: f s = GENERATOR ' ----- ' a RAISED DECK ----- 19'-3.5"X 9'-6" s TRASH t M U R R A Y ENGINEERING PC Consulting Structural Engineers 307 Seventh Avenue-Suite 1001 New York,New York 10001 DN J� tel:212.741.1102 tax:212.741.1104 m urray-engineeri ng.com project:S1401.01 E f f KDS, LLC 1437 KING STREET, #5 CHARLESTON, SC 29403 BOSTIC RESIDENCE EXISTING FIRST FLOOR PLAN 1 /4"=1 '-0" 02 11 21 A 1 . 1 EX. O C? — - CONTRACTOR TO VERIFY ALL CONDITONS AND N0 DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO KDS C DN DECK PATIO ADDITION 21'-7"X 11'-0" o ; r 1'-0 1/2" 13--1 r 21'.7" 13'-1" V-0 1/2" I � I I i � NOTE: FINISHED FLOOR OF DECK--- 3'-6"X (�1 •� ��.1, AT SAME HEIGHT AS PORCH g_p VVV V CUSTOM I I I SCREEN -- w T-10 1/2" 6 T-10 1/2" i _ 3'-10" 6'' - -------------- 0 CO SEATING i:r. v T AREA T-10"X 3X4' _ 10'-6" TABLE 0 r 6'3 1/2" i I I 1 o , 171 SCREEN PORCH j ADDITION 3X4' 21'-7"X 14'-0" ?; TABLE ' T 2'8"X SCREEN/PARTITION ;; SCREEN)PARTITION 7' SCREEN PORCH -' ADDITION co T '13 1"X 6'-6" - -- ' 3 PORCH ._____- SCREEN DT6 2'_8„X j _ 2'-8t'X 6 6 7'-1 �, 1 10'-3 1/2" 10'-3 1/2" 7-p, 7'-1" 6'-6" 1'-0 1/2" \ 1 0 1/2" ---- - -- ---------I — -- --- --- - - ----- -- ----- - --—-ENCLOSED PORCHES SHOWN IN GRAY ENCLOSED PORCHES SHOWN IN GRAY- � \`II _ I / / --- -- - --------/- ---- -------------- - -- ------- - �'- �- ---- -- -- --- � ------�; I 4'-0"X 4'-0"X I 4'-6"X 4'-6"X 4'-6"X 4'-6"X 4'-0"X 4'-0"X R-EMQY-ESE �HIMNIEY_/ 8 0 8'.0" NEW , FAME NEW CLOSET m CL. 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N FOR WIDER BED WALL T 2,-4„X N 14'-6" MEDIA CABINET M.� 10'-0"X T-0"X 1'-6" 2'-4 1/2" I I I co EXISTING MASTER X LIVING ROOM GUEST BEDROOM 67'Z" 20'-7"X 20'-2" N BEDROOM 11 -7 X16-11.5" i io ', 11'-2"X 16'-11.5" I r ' I I i I m � N _ M I ODN --- UP 0O ao i 7 PANTRY 8X3'ISLAND GUEST BATH - 8'-2" X 7'-5" I � NOTE: MASTER 00El RELOCATED WINDOW BATH IN BAATH_TO MAINTAIN 11'-7"X 8'-8" 0 EXISTING , EXISTING SYMMETRY 2-4' X 4'-6" KITCHEN i I 20-7"X 9'-1" - � i N REFR �\ : r BACK PORCH El 111 N 14' 4"X 4'-6" N : TRASH : ----- w HVAC — - :RECYCLE: I I ; GENERATOR I I :` I EXISTING BACK DECK TRASH I 19'-3.5"X 9'-6" •-----' GRILL M U R RAY ENGINEERING PC Consulting Structural Engineers 307 Seventh Avenue-Suite 1001 DN "..r New York,New York 10001 tel:2112.741.1102 fax:212.741.1104 murrey-engineering.com project:S1401.01 KIDS, LLC 1437 KING STREET, #5 CHARLESTON, SC 29403 BOSTIC RESIDENCE FIRST FLOOR PLAN 1 /4"=1 '-0" 01 1 0 21 A 1 . 1 REVISED 03 18 21 CONTRACTOR TO VERIFY ALL CONDITONS AND DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE DESIGNER. 3'-4" j 7'-7" j - 28'-4 1/2"+ 7'-7" / 3'-4' - i I , I I 2'-8"X 5'-2"W/ T 2'-8"X 5'-2"W/ -6"FINISH HT. T-6"FINISH HT. 10'-6"RIDGE (SMALLER RAFTERS) I � 8'-0"KNEEWALL I I 6'-8, I I EXISTING KNEEWALL-- I I I I I I I � I EXISTING 9/12 ROOF SLOPE- \\ // \\ I / // ,-EXISTING 9/12 ROOF SLOPE 10'-4"RIDGE- - 10'-4"RIDGE CV C? 2'-3"X3'-2"W/ -------------41---------------- - 0 6'-2"FINISH HT. 6'-2"FINISH HT. 9'-4"TO FINISHED FLOOR 2'-3"X H DN OPEN TO BELOW � I M U R R A Y ENGINEERING PC Consulting Structural Engineers 307 Seventh Avenue-Suite 1001 New York,New York 10001 tel:212.741.1102 tax:212.741.1104 murray-engineering.com project:S1401.01 3 : KDS, LLC 1437 KING STREET, #5 CHARLESTON, SC 29403 BOSTIC RESIDENCE EXISTING SECOND FLOOR PLAN 1 /4"=1 '-0" 01 1 1 21 A 1 .2 EX. NOTE: CONTRACTOR TO VERIFY ALL CONDITONS AND DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE DESIGNER. -r-2-0" 9-2� 2T_61/2" ----- ----- - - --- --- --- -- -- -- - 2'-0.. 9'2� • \ 1 \ 1 1 1 I 2'-0" I FT rT t I I I I 4'-7" 4'-7" i 8'-0"KNEEWALL- - - % - - 2'6"X 4'-6"W/ I I START 9'-0"CEILING 2'-6"X 4'-6" T-6" FINISH HT. CASEMENT W/ j T-6" FINISH HT. o ----------- 6'-7"KNEEWALL-. -------------- ! NEW WALL TO REPLACE BAY EXTENDING OVER LIVING ROOM J NOTE: MAINTAIN EXISTING 9/12 ROOF SLOPE 8'-7 8'-7 PLAYROOM OFFICE I T j 13'-9" X 18'-0" 14' 3"X 11' 4" N !, I I I I LO LO r OPEN TO BELOW CO NEW WALL TO T N REPLACE BALCONY � I I T 2 4"X4'6" \ \ \ 2'4"X4'6"W/ \\ T-0"FINISH HT. N CASEMENT W/ \ r T-0"FINISH HT. � i I START 9'-0"CEILING DNDN I ; J I ii D ILU o I - ---- ---- -- - --- - - -- - / 13-9 1/2" (4)2'-6"X 3'-0" FIXED CASEMENTS W/16-4 FINISH HT. FROM 1ST FLOOR TO TOP OF WINDOW j I I � I, I I oI, � 'I 1'-9" 2'-1C" 2'-10" 2'-19' 1'-9" : Z) p d 6 _ LL 18'-11" 12'-0" I w I r U s LU f— X W OM U R R A Y ENGINEERING PC O Conineers 307tSeventh Avenue inStructural-Suite 1001 New York,New York 10001 tel:212,741.1102 41 fax:212.741.1104 murrey-eng ineeri ng.com project:S1401.01 ,mac.... ..........................................j+...........................................?. KIDS, LLC 1437 KING STREET, #5 CHARLESTON, SC 29403 BOSTIC RESIDENCE SECOND FLOOR PLAN 1 /4"= 1 '-0" 01 29 21 A 1 .2 REVISED 04 23 21 NOTE: CONTRACTOR TO VERIFY ALL CONDITONS AND DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE DESIGNER. 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CONTRACTOR TO VERIFY ALL CONDITONS AND DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO KIDS, LLC. CHIMNEY TO BE ELIMINATED GABLED DORMERS TO BE REMOVED ROOF RIDGE ------- - �- N _T T 1 T-T N MAX.HEIGHT,CEILING ------�- I T " 1- r j 1 I 1 - FINISH HEIGHT,WINDOWS ---i- ! I IT J ' b - 0 TJ r' =LLJ 1 rl t i 1 -, 1-;- J,.1_,. �Zip 1 FINISHED FLOOR,2ND FLOOR - =0 TI � II CEILING,IST FLOOR BEDROOMS ------- -N FINISH HEIGHT,WINDOWS i i . .. 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HOUSE GRADE(11.10') ---i�-'\--- REAR LANDING(10.50') KIDS, LLC ---� - 1437 KING STREET, #5 CHARLESTON, SC 29403 SIDE PORCH ADDITION CENTRAL PORCH ADDITION WITH RAISED DECK SIDE PORCH ADDITION BOSTIC RESIDENCE PROPOSED FRONT ELEVATION ELEVATION 1 /4"= 1 '-0" 03 28 21 A 2. 1 EXISTING GABLED DORMER TO BE REMOVED---,,,, NOTE: PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. CONTRACTOR TO VERIFY ALL CONDITONS AND DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO KDS, LLC. __�"NROOFRIDGE o I ' cv ——————- MAX. 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N 00 00 1 ch = M U R R A Y ENGINEERING PC NEW RAISED DECK fn Consulting Structural Engineers Z307 Seventh Avenue-Suite 1001 LL New York,New York 10001 CVtel:212.741.1102 -- - _ fax:212.741.1104 — murrey-engineering.com 101protect:51401.01 <V EXISTING FINISHED FL (13,86') EXISTING PORCH& FRONT DECK) `c --- REAR DECK -- -- --- - - -- --- -- 01 ....................... ...... ............ ......._. . N ---- HOUSE GRADE(11.10') KDS, LLC --- REAR LANDING(10.50') 1437 KING STREET, #5 --------- -- � ---- ---- - -- / CHARLESTON, SC 29403 11'-0"DECK 14'-0"CENTRAL PORCH ADDITION PROPOSED SIDE ELEVATION BOSTIC RESIDENCE ELEVATION 1 /4"= 1 '-0" 03 28 21 A 2.2 NOTE: PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. CONTRACTOR TO VERIFY ALL CONDITONS AND DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO KDS, LLC. 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KDS, LLC 1437 KING STREET, #5 CHARLESTON, SC 29403 BOSTIC RESIDENCE ELEVATION 1 /4"=1 '-0" 03 28 21 A 2.4 NOTE: PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. CONTRACTOR TO VERIFY ALL CONDITONS AND DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE All RIDGE BEAM (SEE STRUCTURALS) (3)2X"DORMER BEAM(SEE STRUCTURALS) 2X8 DORMER RAFTER STANDING SEAM METAL ROOF - -- -`k ------ ROOF RIDGE r ICE&WATER SHIELD I N 1/2"TREATED PLYWOOD o 1X6"PT T&G DECKING a 12 3 METAL DRIP EDGE -`�------- MAX. HEIGHT, CEILING I � I 1X4"FACIA --� \- - --- FINISH HEIGHT, WINDOWS II 1'-6" I 3X8"APPLIED RAFTER TAIL ! 2X4" BEVELED CEDAR TRIM W/1"COPPER CAP (2)2X10" HEADER (SEE STRUCTURALS) q COPPER PAN& SILL FLASHING APPLIED 3X3"CEDAR SILL W/ROUTED DRIP-EDGE REPLACE EXISTING COLLAR TIES _ 0 0 W/SOLID 3X10"WOOD BEAMS `{' METAL FLASHING BENEATH SILL *- z d TO MATCH METAL ROOF STANDING SEAM METAL ROOF L9 ! r I (2)2X LVL BEAM BETWEEN RAFTERS I = ! 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BEDROOMS I NEW 2X" — FINISH HEIGHT, WINDOWS (SEE STRUCTURALS) C URALS) _: : 1 EAM FIR BEAM IN BACKGROUND : . . ....... ......... .................... ................_: 6X10"SOLID FIR BEAM NEW 4X8 SLIDNG DOOR .........................-................, ...._.._...y......... 6X6"SOLID FIR COLUMN r U) 2X4"SCREEN NAILER p cn 0O BRONZE SCREEN o N N ! o r � ! z_ LIVING ROOM KITCHEN I = \ (V W SCREEN PORCH = w 5/4"X 4"SQUARE EDGED T&G DECKING = TO RUN PERPENDICULAR TO HOUSE z z _ PT 2X10" DECK JOISTILL p N 2X10"PORCH SILL Z °D 0? 2X12"SKIRT BOARD =, ! 00 Q ! NOTE:2"TRANSITION _ CMU REINFORCED AT THRESHOLD o BLOCK FOUNDATION o I EXISTING 2X10" FLOOR JOIST_ c° EXISTING 2X10" FLOOR JOIST_ 12 GRADE j - ! I a ! I EXISTING CMU BLOCK FOUNDATION `r---N�---EXISTING FINISHED FLOOR 1 r N o (CONTRACTOR TO CONFIRM) -EXISTING PORCH N Co GRADE rn C? I, k/ REAR DECK --- 4 14i 14- _4 u I -- __.-- I i I- I -\-- 'r--- HOUSE GRADE ( -__ EXISTING-2X10" FLOOR Jam_ -- -�_ EXISTING BEAM - = ---- cD - REAR LANDING (10.50') G3)2X12 I I I I III I I I I! _ EXISTING STEEL PIPE COLUMN _ I I ---- III I I I M U R R A Y ENGINEERING PC - -- Consulting Structural Engineers - I o 0 0 } ' - - I --= 307 Seventh Avenue-Suite 1001 I;, — � _II� New York,New York 10001 o tel:212.741.1102 4104O -engine I' EXISTING BASEMENT PNI fax:212.7 murrayering.com project:S1 401.01 STINGFOUNDATION I _ ., j c ! , - I I II I I KDS, LLC 1437 KING STREET, #5 - CHARLESTON, SC 29403 li � - ! SECTION 3.1 _ I! BOSTIC RESIDENCE 11 ! I , II, -- -- ;I ---- II;(=-- --- -- ! _ I _ = _ - SECTION I _ I! �_ SCREEN PORCH/LIVING ROOM/KITCHEN DORMER Jil j i ---I-'--- - 03 10 21 0o 1-- 10 0 o0 0 --- ---- 1! i A 3. 1 I I I REVISED 04 10 21 NOTE: PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE DESIGNER. 2X" RIDGE BEAM(SEE STRUCTURALS) 2X8 CEILING"JOIST 2X8" DORMER RAFTER STANDING SEAM METAL ROOF �� -.- -k------ ROOF RIDGE ICE&WATER SHIELD 2X" BEAM FLUSH W/CEILING (SEE STRUCTURALS) ! _ N T 1/2"TREATED PLYWOOD Q N 1X6"PT T&G DECKING 12 METAL DRIP EDGE 3 - ------ MAX. HEIGHT, CEILING r I' II I -------- -- --- %' 3'-2' 1X4„FACIA FINISH HEIGHT, WINDOWS /2., 2' 11 112” 3X8"APPLIED RAFTER TAIL - 1, 6„ 11' 7" - --- 3' 91 2X4"BEVELED CEDAR TRIM W/1"COPPER CAP 12 (2)2X8"HEADER - 18'-3 1/2" OUTSWING CASEMENT EGRESS WINDOW- - - 9 - - , COPPER PAN& SILL FLASHING APPLIED 3X3"CEDAR SILL W/ROUTED DRIP-EDGE o 0 T z METAL FLASHING BENEATH SILL - TO MATCH METAL ROOF r o ¢ ! = (2)2X12"LVL BEAM BETWEEN RAFTERS STANDING SEAM METAL ROOF �~ SEE STRUCTURALS ` "`"` w o ICE&WATER SHIELD ( ) .- .."..." _._ " 2X4"STUD WALL` ml o ! z ; 1/2"TREATED PLYWOOD \ "..�.�."�.Y`- MYYM"."..."w..._"_.._w--..."._"�"-- '/ ISI i .- Z 2X8" BLOCKING RECESSED 1"FROM FACE OF BEAM - ' ~ u.. I ZD_. :.:" �. ."......... w -- ' o STORAGE/MECHANICALS 1X6"PT T&G SQUARE-EDGED DECKING PLAYROOM 12 I 3X8" EXPOSED RAFTER 3 "_ .. ..... ........... ........................................................................ ..................................... ........... , T FINISHED FLOOR,2ND FLOOR „ „ '".." �..... i 2-0 I � I 6-10 11'-5 1/2" ------ CEILING, 1ST FL. BEDROOMS NEW CEDAR SHINGLES NEW 2X" BEAM - _ -'�--- FINISH HEIGHT, WINDOWS SEE STRUCTURALS -� EXISTING 2X12"FLOOR JOIST I 6X10"SOLID FIR BEAM NEW 4X8'SLIDNG DOOR—� I II { IlX6"SOLID FIR COLUMN 2X4"SCREEN NAILER O 1 BRONZE SCREEN o l o ! F= = N MASTER BEDROOM z I MASTER BATH N i = 11 M ' C _ 5/4" X 4"SQUARE EDGED T&G DECKING NEW 2X10"FLOOR JOIST = CO j 00 = TO RUN PERPENDICULAR TO HOUSE I I LL LL MAIN PORCH ADDITION PT 2X10" DECK JOIST 2"TRANSITION IN BACKGROUND -�\- AT THRESHOLD o I 2X10 PORCH SILL z o I t =� CID UPDATE EXISTING - 2X12"SKIRT BOARD ¢ FOUNDATION AS NEEDED 1 CMU REINFORCED o BLOCK FOUNDATION I i I GRADE 12"_ EXISTING FINISHED FLOOR 13.86' N77 ---EXISTING PORCH - I N o I ' N 1,F S c? T C? o) REAR DECK _ 4, ,r 1 - 4 EXISTING 2X10" FLOOR JOIST_ - -- -- -__- --- HOUSE GRAD 1.1 ) I I E 1 0 - o \--- REAR LANDING (10.50)EXISTING�32X12' BEAM EXISTING STEEL PIPE COMN -J - �s -- - O O O — O O O I MURRAY ENGINEERING PC Consulting Structural Engineers i - I _ , - __- _ _ 307 Seventh Avenue-Suite 1001 - New York,New York 10001 -- - -- - --- — - IIII - tel:212.741 1102 i - - O fax 212.741.1104 EXISTING BASEMENT Murray-engmeering.com ---- project:S1401.01 CONFIRM_FOUNDATION WALL EXISZING LOCATION EAT �OUNDATION - I - LBENEATH BEDROOMS -- Jill _ -- i I S ..... - I --I I I .�...._.__._.................._.._._.� ...... 3.2 3 2 SECTION fir.. - i - -_- __ ISI -1 _ K D S, LLC 1437 KING STREET, #5 MASTER PORCH/MASTER BEDROOM/2ND FL. DORMER CHARLESTON, SC 29403 - 1 - 11 II I -- BOSTIC RESIDENCE I i SECTION I - _ 1 /2"= 1 =111 1 /2 = 1 r0 ,I 03 1021 0 - - - - - 0 0 0 o 'I I --- I I I I - - I I„ II I1l I; - A 3.2 I II I REVISED 04 10 21 STANDING SEAM METAL ROOF SECTION VIEW --45 DEGREE BEVEL ICE&WATER SHIELD 1/2"TREATED PLYWOOD - = -- _ N N r T I M M 1X6"PT T&G DECKING OPTION: 1"COPPER DRIP CAP - METAL DRIP EDGE 12 BUTT JOINT— __ MITERED BEVEL(1/4" FACE) BUTT JOINT--' -MITERED BEVEL(1/4" FACE) 3 2X4"CLEAR CEDAR TRIM - 1X4" POPLAR TRIM-----' NOTE BEVEL TO RUN ALONG ___NOTE BEVEL TO RUN ALONG 3 1/2 INSIDE OF CASING 3 1/2 INSIDE OF CASING 2 DETAIL, EXTERIOR WINDOW TRIM 2A DETAIL, INTERIOR WINDOW TRIM j 5.1 SCALE : 3" = 1' - 0 " 5 1 SCALE : 3" = V - 0 " i i 1X4" FACIA V-16" 3X8"APPLIED RAFTER TAIL — BATT INSULATION i EXTERIOR PLYWOOD SHEATHING 2X4"BEVELED CEDAR TRIM W/1"COPPER CAP I EDAR SIDING I � I - II ' I SEALANT (2)2X8" HEADER SILL FLASHING PAN FROM BELOW -------WRAP BUILDING PAPER INSIDE JAMBS; li I I LAP OVER THE FLASHING PAN AT THE SILL. ANDERSEN 400 SERIES WOODWRIGHT CASEMENT WINDOW INTERIOR TRIM BY I - LAP BITUTHANE/ICE& WATER SHIELD CONTRACTOR I OVER THE NAILING FIN ALONG THE JAMBS AND OVER THE FLASHING PAN AT SILL. I. ICE&WATER SHIELD TO WRAP WINDOW FRAMING ----2X4"CEDAR TRIM WITH 1/4"CHAMFERED CORNER i I , COPPER PAN& SILL FLASHING �\ i -APPLIED CEDAR SILL - WINDOW NAILING FLANGE APPLIED 3X3"CEDAR SILL W/ROUTED DRIP-EDGE - -WINDOW UNIT coI p METAL FLASHING BENEATH SILL z TO MATCH METAL ROOF (&�DCALE ETAL, WINDOW (PLAN SECTION VIEW) o(2)2X12"LVL BEAM BETWEEN RAFTERS zSE : 3" (SEE STRUCTURALS) ti CD 2X4"STUD WALL— - --- -- - \ WINDOW UNIT -,' SILL FLASHING PAN(TURN UP EDGES AT JAMBS ) INTERIOR TRIM BY CONTRACTOR ' I METAL FLASHING; SET IN SEALANT. I Ii CUSTOM SILL; RABBET TO RECEIVE M U R R A Y ENGINEERING PC I'I SIDING. consulting structural Engineers • — —1 _ _ __ _ - 307 Seventh Avenue-Suite 1001 I _ - New York,New York 10001 I I! tel:212.741.1102 j O 'i ' li .__. `.�.. fax:212.741.1104 kimurray-engineering.com project:S1401.01 N M T I N 3 1/2" PROVIDE DRIP EDGE ON UNDERSIDE OF SILL Kos, LLC 1437 KING STREET, #5 LAP SILL FLASHING PAN CHARLESTON, SC 29403 ' I OVER BUILDING PAPER I BOSTIC RESIDENCE I SECTION DETAILS 1 SECTION DETAIL, 2ND FLOOR BEDROOM WINDOWS 04 08 21 DETAIL, WINDOW SILL 5.1 SCALE : 1.5" = 1' - 0 " 5.1 A 5. 1 SCALE : 3" = 1' - 0 " NOTE: 1) SEE STRUCTURAL DRAWINGS FOR ALL MEMBER SIZES,CONNECTIONS, AND DETAILS USED IN ALL FRAMING AND FOUNDATION CONDITIONS. 2) REFER TO BUILDING SECTIONS(A3) FOR SPECIFIC FLOOR TO FLOOR DIMENSIONS AND RELATIONSHIPS. 3) REFER TO BUILDING SECTIONS (A3) FOR FINISH FLOOR AND GRADE RELATIONSHIPS AS THEY PERTAIN TO ANY FLOOD REQUIREMENTS. STANDING SEAM METAL ROOF ICE&WATER SHIELD 1/2"TREATED PLYWOOD 12 1X6" PT T&G DECKING 3 METAL DRIP EDGE , 1 i I II I� 1X4"FACIA o , i IPE DECKING TO RUN PERPENDICULAR TO HOUSE j I 3X8"APPLIED RAFTER TAIL 2X8" PT FRAMING @ 16"O.C. W/SIMPSON LUS28 HANGERS V-6" 2X4"BEVELED CEDAR TRIM W/1"COPPER CAP - -------------- ------ (2)2X10"HEADER (SEE STRUCTURALS) (2)2X10"PT BAND (2)2X10"PT BAND FASTEN BEAM TO POST WITH(2) SIMPSON MTS12 TWIST STRAPS; (1) EACH SIDE OF POST. o ♦ i i COPPER PAN& SILL FLASHING ♦♦♦ I I , Iii 1 I I I ';I' i I ,, ♦ 1 I I ' I I 1 �Ii I � � � I ♦ I I ♦ I 1 I I 1 I 1 I ij ♦ ♦ Li APPLIED 3X3"CEDAR SILL W/ROUTED DRIP-EDGE - '- - ♦ LO ' ♦♦♦ I � I', GRADE METAL FLASHING BENEATH SILL + i ♦ TO MATCH METAL ROOF o 4X4"PRESSURE TREATED PINE POST 12 I I � .` II 9 FASTEN TO FOOTING BELOW W/ (2) 1/2"X 6"W/3"EMBEDDED LAG I EACH FACE I Li ,y 1 0 MURRAY ENGINEERING PC Consulting Structural Engineers 307 Seventh Avenue-Suite 1001 New York,New York 10001 T 0 tel:212,741.1102 fax:212.741.1104 Murray-engineering.com project:S1401.01 1 SECTION DETAIL, 2ND FLOOR KITCHEN DORMER 2 TYPICAL DETAIL, FRONT DECK I 5.2 5.2 SCALE : 1.5" = l' - 0 " .-- --- SCALE : 1.5" = 1' - 0 " ........................................... f............................................ i , 11-Gn KDS, LLC V 1437 KING STREET, #5 CHARLESTON, SC 29403 BOSTIC RESIDENCE SECTION DETAILS SCALE AS NOTED 04 10 21 A 5.2 3 1/2" 3X8" RAFTER - j 1) SEE NOTE:STRUCTURAL DRAWINGS --\- \--- -- FOR ALL MEMBER SIZES, CONNECTIONS, AND DETAILS USED IN ALL FRAMING AND a I TWO PART TOP RAIL W/CHAMFERED CORNERS FOUNDATION CONDITIONS. N \- (3.5" X 2" RAIL& 5/4" X 1.5"SLAT) T I--- NOTE:_TO_BE MILLED FROM CLEAR DOUGLAS FIR 2) REFER TO BUILDING SECTIONS(A3) N FOR SPECIFIC FLOOR TO FLOOR 4DIMENSIONS AND RELATIONSHIPS. 1 i 1 1" 1 1/4" 1' - / - 3) REFER TO BUILDING SECTIONS (A3) FOR FINISH FLOOR AND GRADE 6" 2" EDGE OF FRONT PORCH STAINLESS STEEL FASTENER FROM RAFTER TO COLUMN - j RELATIONSHIPS AS THEY PERTAIN TO ANY FLOOD REQUIREMENTS. 6X6 SQUARE EDGED DOUGLAS FIR COLUMN W/CHAMFERED CORNERS 1" 11/4" 1" r I I 7 1 (0 a MATCHING TWO PART BOTTOM RAIL W/CHAMFERED CORNERS TREATED 2X4"— TO WRAP COLUMN&E BEAM LER N -\ -- ! - ( ) _ 3.5' X 2"RAIL& 5/4 X 1.5 SLAT TO BE BOTTOM SCREEN NAILER W/ 1/2"GAP FOR DRAINAGE NOTE: TO BE MILLED FROM CLEAR DOUGLAS FIR - 3 1/2"I - - W/CHAMFERED CORNERS N a I T 3.5" KDAT RED CEDAR TOP RAIL — \- -- DECKING BRONZE SCREEN I 3 1/2" i I 21' I I C I >� X10"SOLID DOUGLAS FIR BEAM W/5" LAP JOINT AT COLUMN `----- (MINIMUM 1"BEARING ON EACH SIDE PLAN DETAIL @ FRONT PORCH (SCREENED) 2 TOP & BOTTOM RAILING DETAIL, FRONT PORCH To BEGIN 2D FROM TOP OF COLUMN CORNERS W/114"WIDE FACE NO TRIM/CLEAN CONNECTION 5!.4 SCALE : 1" - 1' - 0 " �.4 SCALE : 3" - 1' - 0 " STAINLESS FASTENER EPDXIED TO COLUMN. - DEPTH TO BE SPECIFIED BY ENGINEER 6" 2X4"SCREEN NAILER ELEVATION VIEW 6X6"SOLID DOUGLAS FIR COLUMN 2X8" RECESSED BLOCKING 3X8"EXPOSED ROOF RAFTER SOLID 8X10"KDAT BEAM t 6" i STANDING SEAM METAL ROOF % - ---- y 12 ICE&WATER SHIELD - 3 1/2" PT PLYWOOD 1 X4"PT T&G DECKING 00 ;> I i 1" 211 1" 1 1/2" 1' 1 1/2" METAL DRIP EDGE 1X4"FACIA X8 SOLID DOUGLAS FIR BEAM W/CHAMFERED BOTTOM CORNERS(1/4"WIDE FACE) N - _ NO TRIM/CLEAN CONNECTION Q 1 6" 2X4"SCREEN NAILER - > I CV LU SECTION VIEW 3'-0"OVERHANG r BRONZE SCREEN 6X6"SOLID DOUGLAS FIR COLUMN CHAMFERED CORNERS W/1/4" WIDE FACE TO BEGIN 4" FROM END OF COLUMN. MATCH CHAMFER TERMINATION 4" ABOVE HAND RAIL. 3 FRONT PORCH EAVE DETAIL 4 NEWEL DETAIL, 3RD FLOOR STAIR LANDING E5.4 5.4 SCALE : 4" = 1' - 0 SCALE : 1.5" = 1' - 0 11 COLUMN & BEAM DETAILS 5 5.4 SCALE : 3" = 1' - 0 " M U R R A Y ENGINEERING PC Consulting Structural Engineers 307 Seventh Avenue-Suite 1001 `- New York,New York 10001 tel:212.741.1102 fax:212.741.1104 murray-en9Ineeri ng.com project:S1401.01 ._ . •.......................................... ,u................................. .......,•. I i KDS, LLC 1437 KING STREET, #5 CHARLESTON, SC 29403 BOSTIC RESIDENCE SECTION DETAILS SCALE AS NOTED 04 14 21 A 5.3 MAwI ` Ultimate Lift & Slide Door QRv� Ultimate Lift & Slide Door Section Details: Stacked - Short Bottom Rail and Tall Bottom Rail Sill Details: Standard Recessed - Stacked and Pocket Units Scale: Not to Scale Scale: Not to Scale ------ - - - p 7 7/8" r- J Description of Measurements Used r - --- K --- - -- ---- - - L Total ethe ader RO HIs height.h botom of the slot to 1/2" (13) - (200)- ¶,I 17/16" 17/16' abov1 Height: For (3_7)-�-i ' �T - rrr..,, , (37) M.su Rough face op1/2' (g13) above the headerjambl heightub Floor V'Ij 1 ,I 'jl I t r L L ti N.Frame Height. For Recessed/Flush.Top of finished floor to I_ LLLL4i' ;. ;J l P j 6 17/1) �I r ' I,' to of header jamb. ii - (37) t CJI _ t 4- O.System OM Height: Distance from the bottom of the sill to top 1 I X l i ,j:i rl l w', of head jamb. - i y �n�ll, �--� S. Net Clear Opening Height The shortest measurement from " J the top of sill track to bottom surf (151) a" ace of header guide. (102) -- "I'I -1LI a r - - o n 3 31/32" 11 I r 3 31/32" \ N O O (101) - — -- (101) r L M L°-' "5418 — --- DaY gl 3 31/32" DaY h � 5 5/9 " �Dayli 3 31132" DaY � 8 5/32" 0 ) ening aPenin9 P(13) Penlg (101) rPening (27 (101) (143) v �- ULSDSTK Short Bottom Rail Bi-Parting OX-XO 6 ala" I 1 ( 62) 152 - I i I 1-. S L- - �i R - -I- -- -- - ---- - -1 - Illustration not to scale 1 Description of Measurements Used: I - _--- J. Rough Opening Width: 1"(25)wider than OM of frame. - Standard Recessed Sill K. Frame OSM Width: OM of jamb to OM of jamb. \� r -Q I R.Bi-Parting-Net Clear Opening Width:The shortest measurement a a `r' from the surface of the panel edge to the surface of the astragal. Q.Uni-directional-Net Clear Opening Width:The shortest --z----_-1- ° ion - Illustration a � V' not to Son measurement from the surface of the part stop to the surface of the panel edge. ULSD STK Tall Bottom Rail - - j� --- - — Uni-Di-rec-tio-n�a'l XXO l - - j -4 Rough Opening Width-- -- -- - -- - - Frame Width - - .21 a a _ ------- — -- - ----- d i r aci m 1 1 7/16" 1 7/16" 0 0 E ( ) 37 (37) o ° 1 - - _ T O 0 P I - - iOFlnished Floor Finished Floor �tiqW - - I - / I III � v sl ll! 1 1 r I i' Slot 1 Sub-Floor p De th �-� - - Slot Width Slot Depth I Flush Mount Sill Il1 -, Best for interior applications, the base of this sill I 1.1 Recessed Sill with Drainage is routed into the finished floor to a point that the A weep system within the sill allows water which migrates track is exposed 3/16"(5)above finished floor. 1 5 31132" 5 31/32" 1 (152) _. (152) 1 over the sill or through the interlocks to exit to the exterior. 7 5/8" Dayu ht 5 31231" Day—Opening S 152) open htl 7 5/8" NOTE:Square sticking is the default for the short bottom rail product. NI I -- (193) - �C�pening g (1521 Openi 9' (1521 �pening� (193) NOTE: Square sticking is the default for the short bottom rail product. Ver2019.3 2019-07-29 ULSD-15 19972255 Ver 2019.3 2019-07-2919972255 Marvin Si nature Collection ULSD-9 9 Marvin Signature Collection Architectural Detail Manual Architectural Detail Manual MURRAY ENGINEERING PC Consulting Structural Engineers 307 Seventh Avenue-Suite 1001 New York,New York 10001 MARVIN SLIDING DOOR DETAILS tel:212.741.1102 1 fax:212.741.1104 5.4 NO SCALE project:S1401.01 Murray-engineering.com L ........................................... ................._..................... 3 KDS, LLC 1437 KING STREET, #5 CHARLESTON, SC 29403 BOSTIC RESIDENCE SECTION DETAILS SCALE AS NOTED 04 14 21 A 5.4 CONTRACTOR TO VERIFY ALL CONDITONS AND DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE DESIGNER. NEW PORCHES ABOVE t-{ UNDERCOUNTER LIGHTING NEW HEATED SPACE ABOVE I I ( I NEW HEATED SPACE 110 V. WALL OUTLET110V. WALLATCOUNTERHEIGHT II ---------- �#wP11OV. WALL-WATERPROOF ----------- NEW PORCH FOUNDATION WALL ------------ 110V. FLOOR OUTLET FL EXISTING PORCH FOUNDATION WALL 220V. WALL OUTLET SHOWN IN DASHES S SWITCH S. SWITCH WITH DIMMER � - SURFACE MOUNTED CEILING FIXTURE RECESSED WALL WASHER CLOSET HEADER LIGHT ---•-"---"--------'-'---------'-----'-----•---•--------•--•---•--- -'--•----•---••----•---'-----•-'-----•••--------•-------•-•-...-----•---.................. .................... •'-----•••••-•-'--------'•'-----•- - DISPOSAL EXHAUSTFAN O EXISTING BASEMENT CABLE - UP EXHAUST FAN/LIGHT ® RECESSED CAN LIGHT SCONCE ElSMOKE DETECTOR A SECURITY ALARM PAD H EXHAUST HOOD I I I -- —01 ----- DROP PENDANT / CHANDELIER I 1 ❑0 CEILING FAN NO ALTERATIONS TO EXISTING ELECTRICALS IN BASEMENT M U R R A Y ENGINEERING PC Consulting Structural Engineers 307 Seventh Avenue-Suite 1001 New York,New York 10001 tel:212 741.1102 1 fax:212.741.1104 t murrey-engineering.com i Project:S1401.01 ............. KOS, LLC 1437 KING STREET, #5 CHARLESTON, SC 29403 BOSTIC RESIDENCE GROUND FLOOR ELECTRICAL PLAN 1 /4"=1 '-0" 03 28 21 E 1 .0