Loading...
HomeMy WebLinkAbout51672-Z Of soolyo`o Town of Southold * P.O. Box 1179 53095 Main Rd COUNV Nay Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46185 Date: 05/21/2025 THIS CERTIFIES that the building AS BUILT DECK Location of Property: 380 Hickory Rd Southold, NY 11971 Sec/Block/Lot: 54.-6-10 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/08/2024 Pursuant to which Building Permit No. 51672 and dated: 02/24/2025 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: "As built" deck addition to existing single-family dwelling as applied for. The certificate is issued to: Curtis Winkler,Rita Winkler Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: Aut r' ed ignature of sou" TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE 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#: 51672 Date: 02/24/2025 Permission is hereby granted to: Curtis Winkler 380 Hickory Rd Southold, NY 11971 To: legalize "as built"deckaddition to existing single-family dwelling as applied for per Trustees approval. Premises Located at: 380 Hickory Rd, Southold, NY 11971 SCTM#54.-6-10 Pursuant to application dated 11/08/2024 and approved by the Building Inspector. To expire on 02/24/2027. Contractors: Required Inspections: Fees: As Built Deck $764.00 CO-RESIDENTIAL $100.00 Total 864.00 BulTaini Inspector SOUTyo<o # # TOWN OF SOUTHOLD BUILDING DEPT. TyC0Ufl1V 765-1802 slv�-�INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] SULATIION/ HULKING [ ] FRAMING /STRAPPING FINAL ,U [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM RKS• 1 Vl ll- � ov,,V kl\./ DATE YJ INSPECTOR Ile- Fir 14, NK py t� � t,.•'1 rs rq IK IJA TV Y S - r Ill Ic.eY'. »� >w yr. r� ^ i fy f ..'.` ^ ` �!.r. : � erns -. r� •.f + 9 # R rY ♦. - ,!� •. .tom fit• ,�+_. �� I - ,M' t. j T • + ,. y x . r , tl� .•y - lpt vow �z. CIO a. �'r/ 'S" �s�� �,�� ~�}Y'�w.'�' y'• "�- 7 f}fA+,rr�'r -,;y `l A� :�'i4•:.�..� �t ".t Nd lei ",.l'�p •. r rf. III �� � � o v. . .y�� d _i. �• �rl • GYM) �� R • :a w 1 FIELD INSPECTION REPORT DATE COMMENTS -- -- — (J)ro FOUNDATION (1ST) y ------------------------------------- FOUNDATION (2ND) —_ z _ o ROUGH FRAMING& — a PLUMBING C� vl . r INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS _ 1 C- c_ m - x __ r� b �oSUFFoc r�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT CO Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959. �y�• ao� Telephone (631) 765-1802 Fax (631) 765-9502 hgps://www.southoldtownny.gov Date Received APPLICATION FOR.BUILDING PERMIT For Office Use Only PERMIT NO. l Building Inspector: f NOV - S 2024 Applications and forms must be filled'out in their.entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Dxzlld3c � a�tsfi�fte $ Owner's Authorization,form,(Page 2)shall be completed: Date: OWNER(S)OF PROPERTY: �C A � / y Name.__.. L) .(i .�! SCTM#1000- Project Address: f � 6 07116L„o Phone#: - J 5.7-. EmaiL�-(>>z.T S..-L'�/A� .. ,. C Mailing Address: CONTACT PERSON: Name: C Mailing Address: Phone#: Email: DESIGN-PROFESSIONAL INFORMATION:' Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION []New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other s 4�,L&i Will the lot be re-graded? E]Yes)4NO Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County;New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, .additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections'.False statements made herein are punishable as a Class'A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. -Application Submitted By(pri ame): J. A))/J JZG&1_ ❑Authorized Agent ❑Owner Signature of Applicant: Date: G t NNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01 BU6185050 SS: Qualified In Suffolk County COUNTY OF ) Commission Expires April being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of O��'dYV , 20Q Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Glenn Goldsmith, President rif So Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski l Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 MUM TOWN TRUSTEES BOARD OF TOV r01 TOWN OF SOUTHOLD 0 Permit No.: 10717A Date of Receipt of Application: February 3, 2025 Applicant: Curtis & Rita Winkler SCTM#: 1000-54-6-10 Project Location: 380 Hickory Road, Southold Date of Resolutionlissuance: February 12, 2025 Date of Expiration: February 12, 2028 Reviewed by: Board of Trustees Project Description: As-built 12' x 22' deck added to back of dwelling. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Curtis Winkler, received on February 3, 2025, and stamped approved on February 12, 2025. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of'an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President *OF soUry Town Hall Annex Vv 0 A.Nicholas Krupski,Vice President h0 lQ 54375 Route 25P.O. Box 1179 Eric Sepenoski J Southold, New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Elizabeth Peeples �Ol� �O Fax(631) 765-6641 OWN" BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2243 C Date: May 21, 2025' THIS CERTIFIES that the 12' x 22' deck added to back of dwelling, At 380 Hickory Road, Southold Suffolk County Tax Map#1000-54-6-10 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 3,2025 pursuant to which Trustees Administrative Permit#10717A Dated February 12,2025,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the 12' x 22' deck added to back of dwelling. The certificate is issued to CURTIS &RITA WINKLER owners of the aforesaid property. A Authorized.Signature ® E E � V E M AY 2 1 2025 Building Department Town of Southold Q1, , v`�Y("1j+,;.i t(lj��y.��i:�?or IrSi�•,17,11tif�1....iJv N+�i�+n,:i.�.114-li(::z'Si;�lt6�7'"1:7 LOT AREA = 12,650 SQ.FT 15-272 I ��--„��tom'�"S•��3a�9G'�i=:�'�<<^ 16-175 Jan. I —1 • 00 ` • tl . �f73, n� n,r1Rf�.. y�.�;-,1a��...la blD0 40 wz1 r —2 0:.":...~j t D 0 rC q. nbbon7\ \ 12-17-2014 nbbonI edge of standing water I D +] 2016 nhhan6 JUL 2 G edge of standing water 5 / nDDon2 3-17-2014 nbbon/� freshwater wetlands as flagged by nbbon4 I nbbon3 S�jD�LT O�J<i� THOMAS W GRANTER, AStA, 12-14-2014 TOWNOFSOUMOLD I * 1 I + NOW OR FORMERLY FISHER S 44'12'00"E 100.06' PF FDI1 FC 11, MON D.5'W (V 0.4'S C6 8'dla x 12'deep — w/high dome buned c cV tank c 0 a O O d 'WN1 Iandin N �� tll x6' & bi� } steps 22 0' Fc L15 48 0' cr U7 o in drain 2 STY FR UO p O a C_ o M �' m DWELL M 4.6' a 3 W d C6 GAR o o O — dwell 0, i� 12 5' O G 30.0' 21.2' 4 D• =F 16' of o 43.5' 42' s a 2 .5' `v m o roofed over e} +n M cone stoop Ip i 3.7 x12.5' (n G 591.87' MON 3 FD o ale N 42'10'20"W p 100.00' PIPE HICKORY ROAD ED FIRE d9C1��� PI ERVICES T, W " z NOTE: CESSPOOL, SEPTIC TANK & WATER CL SERVICE LOCATIONS BY OTHERS. 7-7-2016 FINAL SURVEY 1-2672016 LOCATED'FOUNDATION 12-17-2014 LOCATED FRESHWATER WETLANDS AS FLAGGED, 10-21-2014 REVISED LOCATION OF PROPOSED DWELLING RELOCATED STANDING WATER, AND LATHED B-7-2014 REVISED LOCATION OF PROPOSED DWELLING PROPOSED BUILDING CORNERS 7-10-2014 ADDED SILT FENCE & LEACHING POOLS 6-23-2014 REVISED SANITARY.SYSTEM DETAIL DATUM ASSUMED (41.0) FINISHED GRADE 5-2-2014 REVISED SANITARY SYSTEM DETAIL THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB NO. 14-38 FILE No. 956 F INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS. - - PLANTING AREAS.ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION SURVEYED FOR UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION.LAW. GUARANTEES INDICATED HEREON SHALL.RUN ONLY TO THE-PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL SITUATED.AT SOUTHOLD AGENCY AND LENDING INSMUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTRUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS TOWN OF SOUTHOLD, SUFFOLK- COUNTY, N.Y. OR SUBSEQUENT•OWNERS COPIES OF THIS SURVEY MAP NOT 13FAPJNG THE LAND SURVEYOR'S INKED SEAL OR SCALE 1"�= 40' DATE 3-13-2014 EMBOSSED SEAL SHALL NOT BE CONSIDERED M.BE A VALID TRUE COPY FILED MAP No. DATE CERTIFIED ON OF'New y ��+ O TAX MAP No.(REF ONLY) 1000-54-6-10 DISK 2014 o� -,ztr,� °y HAROLD F. TRANCHON JR. P.C. ' 4: + LAND SURVEYOR 1 P.O. BOX 616 <� 1866 WADING RIVER-MANOR RD. WADING RIVER, �F �O. 04899'1� � NEW YORK, 117,92 HAROLD F. T �'�� N •LAC. NO.,. 2115— 63.1-929-4695 H�V^b`�? PENN. LIC No. 2115—E - +, E �t•1i1.A3aJn! w,1!f(L r �fF x �•ti•'-� 15-272 LOT AREA — 12.690 SO.Fi (lPP+ia(51r•.6�?Pr[li_$Bt�JV"> t"+w�.e�6'`d� '�3C.:;��(�!•u^.r.°SS7�v:J'sG:.`•C 16-175 APPROVED BY BOARD OF'IRUSTEES CC"�'^JG' Cj^`1( a aCf=i7'G»ir:JC.7U "TO.WN OF.SOUTHOLD DATE uGr .9 o\ D I2-17-20 nmm,} D edge of el0rLg BOMA ntli ruler� I JUL 2 2 2016 edge DI standing water mb.5 3-17-2014 ,�J I� ' fmhwofar wb00nda as flagged by/ "0D0n/� I F BUMINGDMI nSHroN ? THOMAS W CRAMER.ASIA. 12-14-2014 TOWN MOt1T = . �J11 E 0 E ! 17 NOW OR FORMERLY FISHER L D S 44.12'OD"E 100.06' PIPE FEB 1 2025 0 \o s N CO IN SOUBwIdTown / Q m BoardolTmstees n 9'6a 12-deep s w/nigh dame boned a f E / O 6 qq drywall �jY' '�� ,t8nd&ng .5• 6 slope d � ae 0' 22° O zs � (n Odon z 9n FR e o m DWELL 40 ¢ rAR I - i p 12 5' • 21.2' 4 0' O ? a rn h 3 c 13.5' 42' s d• v E a (� roa/c0 over 2 5 •d q 2 loop la to .1.7'WI2.5' G591.B7' Mo lT\ � N 4710'20"W opine 100.00,PIPE HICKORY ROAD RECE ED JUL 1�1016 SUFF.CO HEALTH SERVICES OFM Z NOTE: CESSPOOL, SEPTIC TANK & WATER d SERVICE LOCATIONS BY OTHERS. �\ 7-7-2016 FINAL SURVEY . 1-28-2016 LOCATED'FOUNDATION 12-17-2014 LOCATED FRESHWATER WETLANDS AS FLAGGED, 10-21-2014 REVISED LOCATION OF PROPOSED DWELLING RELOCATED STANDING-WATER, AND LATHED B-7-2014 REVISED LOCATION OF PROPOSED DWELLING PROPOSED BUILDING CORNERS 7-10-2014 ADDED-SILT FENCE&LEACHING POOLS 6-23-2014 REVISED SANITARY.SYSTEM DETAIL DATUM ASSUMED (41.0) FINISHED GRADE 5-2-2014 REVISED SANITARY SYSTEM DETAIL THE OFMIS.(OR DUOdMMS)SHOWN F OMNF FROM THE STRUCTURES TO E F'RbFWT MUM ARE FOR A SPMM PURPOSE T AND USE AND THEI67 E ARE NOT JOB No. 14-38 FILE No. 956 F VR 03 ID C,®E WE V=OM OF FENCES.AL"Ma WALLS.POOLS.PARS. . KWW ARFAi ADDITION TO BMLBNGS OR ANY OWTR aDMGTRACNON SURVEYED FOR ' UWLARMNaZ O&TLRRTON OR ADDITION TO TAS WI IS A VIdAnON OF SECnON nod OF mE WW N YOIR SBLTE mcxnoN.LAW. SIMIT IS F WPAR M AND OWN 1�SS U"R NEE TRIX ow TO W,@ANrPORSOH�GOVLT�NANFM/Ei SITUATED.AT SOUTHOLD Aco+er ANO LFNONp IMSONRN UGTL HEN ON.ARA TO THE AByGNUES OF THE LumwO NmTUROM GUARANTEES ARE NOT NANRERkM To AOONOHAL NSTITURONS TOWN OF SOUTHOLD, SUFFOLK•COUNTY, N.Y. OR SUBs[oaon,oWOaTc •MFES OF WIS SAMVV MIP NOT BFARNO TIE LAND SURVEMR'S ai,uO sru.OR SCALE 1 = 40' DATE 3-13-2014 �• E42=0 SEA.SNAU.NOT BE—OCRE0 TO-BE A VALID TRUE COPE , FILED MAP No. ,DATE CERTIFIED ON y�P OF'Nfty YO TAX MAP No.(REF'ONLY) 1000-54-6—tD DISK 2014 'lRAj,, 'P¢ - o HAROLD F.TRANCHON JR. P-.C. LANDSURVEYOR •, s A a P.0'.BOX 616 1866 WADING RNER=MANOR RD.WADING RIVER. Po0•.04590 Hil NEW YORK, 11792 L41C.No.048992 631-929-'4695 HAROLD F. Jf� L'IC NWT.213 E RP' OAS NOTED 2 2 B.P t 5 � � BY COMPLY WITH ALL CODES OF NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE&TOWN CODES 6TI 765-1802 8AM TO 4PM FOR THE AS REQUIRED AND CONDITIONS OF FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE WN-0 BOARD 2. ROUGH-FRAMING&PLUMBING SWW OLDTOWNTRUSTFES 3. INSULATION ` 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE - REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS OCCUPANCY OR USE IS UNLAWFUL Additional Certification WITHOUT CERTIFICAT May Be Required., OF OCCUPANCY 11 I N WIND RESISTANT CONSTRUCTION -'CONNECTORS DECK & PORCH CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER NOTES 4x4 POST TO F 44 w " " ANCHOR Q LT � .Y u 6x6 POST TO FOOTINGANCHOR PAU66 OR WE66 AU66: USE w Ml111. 1 " DIA. X 7" ANCHOR BCLT 42 SO 4x4 POST TO GIRDER HEADER PBS44 PBSE44 KC44 SE ONE -TYPE FOR EACH POST .L CO 6x6 POST TO GIRDER/HEADER PBS66 PBSE66 KC66 USE ONE TYPE FOR EACH POST N .d ' P i A T FOR EACHe-Qa=LUMN 00 RAFTER STAIR STRINGER CONNECTION TMU26 OR MPA1 USE ON EACH STRINGER v� N RAFTERZJOIST TO HEADER TY OWN RT 5 U FOR EACH RAFTER USE ON EACH RAFTER. MPA1 USE ONLY O C M RAFTER TO LEDGER BOARD TMU26 OR MPA1 V RAFTE � WHER MU2 CAN_NOT BE USED � 0>r �01 LEDGER USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESIS1,iNT CONSTRUCTION.• O +lU RIDGE FOLLOW MANUFACTURE'S RECOMENOED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. .A HEADER Table 3.1 Na ling Schedule(Wood Framed Consbiucbon Manuel�29*P.,k3es 149 and 193) RAFTE i Number of Number of Jolnt Common N sAs Box Nak ROOF NAILING Raw to Top Plate(Toe-nailed) 3-8d 3-8d per rnT* TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION 'J0 bY04' (TOO40 K 3-8d 3-8d perw -- CebV Joist It Parallel Rafter(Face-Waited) 5-i6d 6-16d each lep CeFM Joist Laps Over Partitions(Face 5.16d 5-16d each let► _. Color Tie b Rafter(Toegeiled) 2-10d 2.10d per 6e Blocking to Rafter(Toe raped) 2-8d 2-10d each end STAIR TR E A8— —o RIM Baab 10 R ft 2-16d 3-16d 'each end GIRDER/HEADE , WALL FRAMINGGi P 0 S T RI M BOAR Top Plate b Top Flab(Face-nailed) 2-16d(t) 2.16d(1) per foot w % Tap Plates at Irdersecdons(Face-na8s�d) 4-1$d 5. 8d .Jobs-each ails POST/COLUM STRINGER —� S' dtoShW�-n 2-16d 2-16d 24"oc• � Header to,Head(Face 10d 16d it o4 along edges ... ; RIM/DECK J 0! ° Top or So6om Plate b Stud(End Nei" 3-16d 2-40d per sluol • STRINGER TO DECk ZPORCH CONNECTION GIIRDEE/NEADER TO POST/COLUMN CONNECTION Bottom PlBfe b Floor Joist,Band Joist,End j DW or BWwv(Face-aile<J} 2-16d,(12) 2-16d(1,2) per tart POST TO DECK,/PORCH CONNECTION FLOOR FRAMING 'U Joist b S11,Top Fleets or Ginter(Toe-Waged) 4-8d 4-10d per Join I . Bridging b Joist(Toe-nded) 2-8d 2-10d each end Bbddng to Joist(Toe�rnalled) 2-8d 2-10d each and Blocfdng to SIN or Top Plate(Toe-teW) 3-16d 4.16d each block Lfdgw Strip to'Beam(Face-milled) 3-1&I 4.18d each Joist GIRDER/HEADE Joist on t edger to team(Toe-lied) 3-8d 3-10d p wjow � Band Jobt b Joist pxi-ttalled) i 3-16d 4-18d WPM L (� Band Joist 811 orTop Plate(Toe-stilled) 1 2-16d(1) &16d (i) pwtd o GiRDER/HEADE POST/COLUM _ - ° JOTS RaOFshEATFIIN� �• °.,truckni Panels(See Nobs 4,5 and 5) InteftZorm 8d 10d R'edge 11r field POST/C OL U M fim Gable ReIke witFPerkneter Ee ad 1wi up to r Rake overf, �s a Odd 10ddd 6-sedge iG ftW GIRDER/HEADE CEIUNG SHEADIING C. Gypsum WaMoord 5d cookers 5d wows r edge i 1tY held , WALL SHFATI.11VO St uclud Panels(Ses Notes 1,2,and 3) 8d 10d r edge t lr field w I GIRDERMEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POSTiCOLUMN CONNECTION JGIST TO GIRDER/HEADER CONNECTION 5dcoolem 5dooders 7-edge/10'field ftsurn Walmrd FLOOR SHEATHING Structural Panels V or less 8d 10d 6'edge 112'letd (1)NaSng requirements anti based on well sbeatfring Ailed 8'orr-w -,w at the panel edge, Munate nalft s&oeduies shah be used where well sheafhkng Walling Is reduced. For exan&,ff wd sheeifwrg Is naled 3 incIm onosdar at the panel edge to obtain higher site capadties,naflin9 mqukements br atnxtxd nwifnbom shad be dotrf W,ordWr eb omnedm am GIRDER be used to mmhWn load path. M For wall Meaftq within 4 bet of ftre camera,the four toot edge zi:m abdwment molukements shall be used. U o POST (3)Tabutsled 12 Inch o.c.nil spacing assumes well afta :b stud!naming members wlh 0.42<134.49. WOOD J 0( (4) For roof stteatldng wfltdrt 4 feet of the perimeter edge of fhe roof,k eluding 4 feet on each side of fhe roof pea ,the 4 toot pintrIeler zone af3achment requirements shill be used. tt n tta�b(5}TeltwSInch ma 12 Inch Ind stneeafitktg ratter Items ftwrdng members wfftr G>0.49.For- v v GIRDER H E A D E I --o framing ffwr&s with<0.42<G<0.49,the nall spacing gran be reduosJ to 6IwtIes o.c. CONCRETE PIE >- 12"x 12"x"I 2" CONCRETE F 00 T V, >� (6)ForwInd speedsgreablthan 1�mph,blocurng is r�krired wfdddn transfers smear toad b two additionalratbars f�ratters in `" WOOD 'JOIS ' V M Far'exledor panel sing,ga mtmd boot nn*#all In fIe!ii,•sled to be skfetthrfed for c ornrnon nails. V � t"v V V • "1`Av POST TO FOOTING CONNECTION DECK AND COVERED PORCH NOTES: 1 tholes atherwbe noted,all hae*p MOMM to be#1!= pleasure troalbd tuner. V JOIST FRAMING FLUSH WITH GIRDER/HEADER A ta9leners,inam0014arrchorabtopMnladoretet*+aesbel. GiRDER TO CONCRETE PIER CONNECTION 2}q,don,brdwk ors,eobebaftoraoedbadip*orpr,wMwashmadmdL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA concroMwtbrbaidlaxriarparncnxwaehsra Gmwd Snow Wind Seismic Weathering Frost Line Termite Decay Winter" toe Barrier Fbod Hazards 3}.Raete pdw slop be anchored 1a a 1IM:r x1?tricik concrab f Uses mh ft n V2*die x r loop anchor bWt whh washes rod nubo.FooMp SIwR Load Speed Depth Design Jndedayment be Sit below grade.Gkhn wih mob MW have is'ck corrxels parrs X b*wgnKb. Texit . uil'ed 25 psf 140 mph B Severe 36 In. Moderate. Slight to 15'F Yes s} 1 bhwablocktpate'oac. to H88VY Moderate 4 A mhhwm ar 10 tech tlnhtV shill ba IndrAsd bahw.wn the burp and isdpar. LAdQer tq be Monad b buhdnp wMh 1/2'dtp.bolds wltlt Jrastrera and nub � � ��� � . at 16"D.C. e}Carr 0 pore#0 be a ff** m 9'sbava grade. \ � 7}Al Oft to be supported V&Mvm and eawhom[•van Jobs rdNdt alm to atrchored >` .. _ .. .. ... .__. 8}.Covered Raato Shen be aaeembbd end andmred the ersrre mextner as a typlael 44 i • u j 00 , LU a � o0 ix m Qk 'DEG _ in 0to p to N zz c V DD1'2 PLA NI d • O 1 cn • C � C � � rl N M N %0 2x 5 PT L DIaf:,M eo�=:� - 2 _ ul „ � I I ,� �IMMttpULo z4 X24t x 2 Fc, F_�T'� u W� ►2 PL, �OJOTU __X a f. I �vN r fl OF 0 - � �A't-�t-l�dt� tz illt471 ID 1' �Il 2 2- 1✓2QKIr.>A.r1QLl A5 U I I T DFCK." Via _ UFO 05 68 r SIT FfS �b�� CIS . m � I Opt