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HomeMy WebLinkAbout41815-Z �gUFFOI,rcQ Town of Southold 10/30/2017 P.O.Box 1179 o - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39321 Date: 10/30/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 325 Indian Neck Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 86.4-4.22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/10/2017 pursuant to which Building Permit No. 41815 dated 7/17/2017 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: COVERED FRONT ENTRY ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Reitman,Joel&Anne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41815 10-17-2017 PLUMBERS CERTIFICATION DATED 0 ho ize Signature S0-VI, � TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y SOUTHOLD, NY 4A 'kit- 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#: 41815 Date: 7/17/2017 Permission is hereby granted to: Reitman, Joel &Anne PO BOX 528 Peconic, NY 11958 To: construct addition and alterations to existing single-family dwelling as applied for. At premises located at: 325 Indian Neck Ln, Peconic SCTM # 473889 Sec/Block/Lot# 86.-1-4.22 Pursuant to application dated 7/10/2017 and approved by the Building Inspector. To expire on 1/16/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $223.60 CO -ADDITION TO DWELLING $50.00 Total: $273.60 Building Inspector Form No.6 TOWN Of SOUTHOLD BUILDING DEPARTMENT TOWN HALL , 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2_ Final Approval from Health Dept_of water supply and sewerage-disposal(S-9 form)_ 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains Iess than 2110 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,195')non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. . Certificate of Occupancy-New dwelling$50-00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100-00 3 Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50-00 S. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: X Old or Pre-existing Q11Building_ (check one) Location of Property: 326- 10 b 1 A N N E G k- LAS jr_ p eco o I c' House No. Street Hamlet Owner or Owners of Property: ge29:L AA Suffolk County Tax /Map No 1000,Section -086 Block Of Lot Subdivision 10,66161 gb o)c ._s Filed Map. 6 97 Lot: Permit No. Date of Permit. Applicant: :©El, 046 R611f"1+ 44 Health Dept Approval:_ �� Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:�_ (check one) ao Fee Submitted:$ 5O� to A plicant Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert()-town.southold.ny.us Southold,NY 11971-0959 '® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Reitman Address: 325 Indian Neck Lane city-Peconic st: New York zip: 11958 Building Permit#: 41815 Section: 86 Block- 1 Lot 4.22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Express Electric License No: 3653-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures tA TVSS Other Equipment Install Lights Over Front Entry Way. Notes: Inspector Signature: Date: October 17, 2017 0-Cert Electrical Compliance FormAs TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI AL) REMARKS: L �- r • DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS " b FOUNDATION(IST) H -------------------------------------- FOUNDATION(2ND) O ROUGH FRAMING& PLUMBING i E . r INSULATION PER N.Y. y STATE ENERGY CODE 9 �v FINAL ADDITIONAL COMMENTS qi oj6 - - -�. pl o Z m X �ro j H Y H d �7 b y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans X TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey X SoutholdTown.NorthFork.net PERMIT NO. Check X Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20n Single&Separate Storm-Water Assessment Form Contact: Approved ,20-0 Mail to: Disapproved a/c Phone: sf� Expiration ,20 DEC DV[E Bui ector JUL 10 2017 D APPLICATION FOR BUILDING PERMIT Date , 20 BUILDING DEPT. INSTRUCTIONS TO"OF ITIMO a. his appl�cat�on be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a 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,or 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 for necessary inspections. (Signature of applicant or name, a corporation) D'x 5C, "- � 1161 SR (Mailing address of applicant) State whether applicant isoessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 709L Aide kenm J (As on the tax roll or latest deed) If applicant is a corporation,1sigi9;at'ure,of duly authorized officer ti (Name and.titW-_ f,corporate�bfficer), Builders License No: Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 325- 10Di4J )�Eck_ CA-1E 1 C . House Number Street Hamlet County Tax Map No. 1000 Section 086 Block 01 Lot 4,, 22 Subdivision ��( �d� c�7��� Filed Map No. ��'S7 Lot �- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SI 0 qL6M i t o. 15 W i✓L LIJ 6- b. Intended use and occupancy Sirs CrL6 rAmI ,a t1. GLLIdq 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $ 7,500 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars ZA 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures if any: Front 66�4 Rear 66c4l Depth 13.21 Height 25.0 'k- Number of Stories T'irJ® Dimensions of same structure with alterations or additions: Front% Depth 4 3.2 Height �S —®� Number of Sstorids C=4 W0 ` 8. Dimensions of entire new construction: Front rq A-) Rear = Depth A ~'3p. Height I'3, 5 Number of Stories Oa tr s 9. Size of lot: Front 16-0> 00Rear 150,00` Depth J45,00' 10. Date of Purchase 12--2,2- 9V00 Name of Former Owner S L' 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO--)(- 13. Will lot be re-graded? YES NOWill excess fill be removed from premises? YES NO .4 14.Names of Owner of premises Address Phone No. Name of ArchitectW!Qr-. QOBEQr- Address ' •r► Phone No 631.834.9740 Name of Contractor —S:�/�f�!O�k mgt- rz ;Address " , 09C4 7- Phone No. /;r8X 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—>!�_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D11UNOW Notaq Public,State of Nea ywk (S)He is the ' """ 018U6185050 (Contractor,Agent, Corporate Officer, etc.) Oftmissi0,1 Expir35 April 14 2,O\k 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this r b qj, day of 20� Notary Public Signature of Applicant OF so�/ry Town Hall Annex 41 Telephone(631)765-1802 �= 54375 Main Road P.O.Box 1179 G roaer.richertdownsoui901 2 .ny.us Southold,NX 11971-0959 COw111 11� j BUILDING DEPARTMENT TOWN OF SOUTHOI D APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY . ��. 5' � � r eam.N4 Date: Company Name: �" red- �e• ,. Name: '= License No.: j Address: a ®s- f d , Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: ,rt`�o i ! L � A,,9 iJ[: Jr i�r nM A J *Address: 3 2 1 Z t tJ trek - E hcoli+c IU.i 17 R3 *Cross Street: l` AI J ib em S. P, 25 *Phone No.: (-01 6 5 Permit No.: til 1 15 Tax-Map District: 4000 Section: 086 Block: 01 Lot: 4„22 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 4 (Please Circle All That Apply) *Is job ready for inspection: YES/ NO. Rough In Final *Do you need a Tem Certificate: y p YES/ NO � Temp Information(if needed) I *Service Size: 1 Phase 3Phase 100 950 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION �r 824Request for Inspection Form `\�v '• .- '��s.-- � ...rte'+:+-.�.- --- __ _ __ _ ___- _ ' - r-•-- _ - _ - _- _ Imo. - o bro 1 Oi pF •� �" 1`��r t l I �. Nqt t o •G 10 fes` •\ ��� � r Q. �115 •\q R - � x 19 1 N 41p, ti lk � Qs LO .. ti/► � � s��•�' .ori � 2 ?�o z y r , X � �ZShV( ` p0 � F3tL v Z C �►� i�d� Gy I �/ 3 L ®• A 3511'.� p4 iL. �J xo" N \ UvO 6 3 •� o ' Q$f.655o LP 1� I:ti�L���.:sr�4�,'a��t]1�a�3YS O' _ �„r� -...►�73�, AP R VED AS NOTED DATE: 7 -1 B.P.# 6S� ELECTRICAL �G E: BY: INSPECTION REQUIRE® Nr)'3FY BUILDING DEPARTMENT AT (,' ,S02 8 AM TO 4 PM FOR THE r . ,,ING INSPECTIONS: +DATION - TWO REQUIRED POURED CONCRETE ..,GH - FRAMING & PLUMBING 3 ULATION 4 ;IN,AL - CONSTRUCTION MUST a- COMPLETE FOR C.O. RETAIN STORM WATER RUNOFF ALI, i.,D.NSTRUCTION SHALL MEET THE PURSUANT TO CHAPTER 236 F;EWREMENTS OF THE CODES OF NEIN OF THE TOWN CODE. YORK STATE-. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF sotff man LD TOW ARD N.Y.S.DEC OCCUPANCY OR USE IS UNLAWFUL MTHOUT CERTIFICATE 'F OCCUPANCY CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA M AS PER"2015 INTERNATIONAL RESIDENTIAL CODE-ICC",TABLE R301.2(1) i, WIN DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD r` GROUND I DESIGN DESIGN UNDERLAYMENT FLOOD 1� HAZARDS SNOW TOPOGRAPHIC SPECIALWIND WIND-BORNE CATEGORY FROST LINE TEMP. REQUIRED LOAD SPEED(mph) EFFECTS REGION DEBRIS ZONE WEATHERING DEPTH TERMITE - ° 25 PSF 130 YES j YES B SEVERE 3 MIN HEAVY MODERATETO 13 YES ZONE 7{' 13.5 d1,16r� y i I I 1 3' GoQ-T. RI,)cq-TSV0)_ 70 MA C H Exx-,)-o IJ_ 30 1 b ALT 10 +- °I kLL 5-T_ �- - DIS /Z' G'D"c pLYQZ DLJ !2 IEP- rDES�_L OF --To K ,:q Lt 2°K CLG,.ST. f TD CY4t 4 fi _- c4` AZEk EAVES BDA�DS w� I° I�)STLtLt. ; , I I vf-oLlkTl1.1 DA-EIL -F-Ar&, Top pLATE-S I �s_T-IrJ �xrCr; F---2"K-4-` TDR-P-L�TILS _7p- I OUISE: �3b LL V IJU -0I F-Xr,, 16 Fb! N ftit,_ f I I ' &1 'c_ovao) H o _ 7: 12�I L I►�;�Gr- 5I�s71✓M SEL�GTdotJ 'By_ ®1Jai� coNT2.Ac'top,To coOfltM �1 - u DsrH of 0000 2"VE 1 -L66-5 THAQ -4-"_,SPACDaC,- _ I VOT>a EXTCr,13LUESTaa1E li T-TI - 8� E�►J gai.usr�25, ; co►JcQsrE 13E G�Ai�6 IF �j" p USE sj:ft9 1 STE-DArr-711- CL�VMD poST 13M� EPS44T w se -xp Aix PLw d;DN SIDE, OTFtFP,WISE �3oU� 'I-o",c_!�0__ l--D'a -P-e - q IwsrALL 5ra- mrf PO-St- RASE P&S444 VJE5T LEVATIal.1 5 e c'-r lb IQ ls,-/� - SSC,-f-I'D 1�1 - B P-XTCT, -cryEp–, i W 1=-WZZW Z -) A r' �ppW Wgoacm `4 P9 '� — - - �4" Posr - - -- F-� Z1L0 } 2WZ� i- N J � QUQp W� � I O � apW� � r= wmw _ a�ul 0= 0�W w v~ N� 2�mWZJOW~ S jo la" -_L-3/4 I` � � �ca � aaZ0$ 5: -2 IN 5T® p. O T- x 4 X- 4-4 C T-- - Z"�k �� WILIIgFrr ` oJ, r I 4=' -X,Aca° psT, ca 4 - syTG;_$21Gk- OF�4E`jd E� wnLk ,�� ;Go t✓v M tJ D>1r�1 L G.ccr H I o®® - 086-01 -4,2M :PR-0 p05 e-D GOVEP-t- p�P_GK 0\16P- �C',`�-_ C-0 0 r, S MQP FOL �zs. J, t51rMA�5 Ai-DlqJ kOT-: � , wSctlLs✓ %4, ,I-o' DAtE ISrSvLL{ :2o 1-7 o� 2 .. Tim bO.C. /�.." ROOF r . � ,.° ,� " 1 - RiFMA,' CoN0&GTo9_ op fi I �✓'„r° � I _. I I l �► rl 4 - -- QA>���P, G1J�JEGniDl� Elevated Post Bases EPB44PHDG can be used both for pier block and cast-in-place Installation for 4x4 posts. �....-”' • � Hole dulled ` Into post for t Material:12 gauge base EPB44T—Threaded rod support 5/s"x 6"(shipped assembled); adfustahility EPB44PHDG—Threaded rod support 3/a"x 6",nut and washer are shipped assembledkw Ia n/ 'V t.r rrfg Pilot hole �i Finish:EPB44T:Base—Galvanized,Threaded Rod—Zinc Plate; f;f` I i . .c (typ.) EPB44PHDG—HDG;see Corrosion Information,pp.15-18 T min Fasteners D_FISP.-,Allawabfe Laads SPF Allowable Loads ,° Installation: (gyp') 2`rra Model Qty. ��., • Secured with Anchoring Adhesive: No. Req. Beam Post '",Uo'f t Late alfj_= . Uplift } 4 '< . 60);' (�_6p}, (160) q„nQ :r+yak P I t EPB44T—Drill a 3/a”hole 4"deep minimum into the concrete.Clean the hole and - - = _ - �,J 9 ( serf the EPB44T For uplift N °. fill half full with anchorin adhesive(per installation in loads d - -_ s� ,="5:-_--- _ ,tY�_,r_� _ - :�,., p a instructions).In ' r - - C `1 . _ (n anchoring ` d; and adjust to the desired height.The threaded rod shall be embedded a minimum 3W min adhesive or ECCU44 1 (2)W"MB (2)5N'MB 205 — 155 D ,.4;,. of 3'/2".To adjust after t embed. a . f(- �;__ xFo, �� :- , , ) he anchoring adhesive cures,drill a hole in the center of °.• f cast-in-place m LPC42 2 (8)10d (8)•104 ,'�-_x=760_ '-=`325- 655 :a"',•I ° is required 76 �,ry the post and rotate the post base up or down to the desired height. A Q M BC4 1 6 16d 6 16d 980 1,000 845 'r4io2;1`J '` 7/a" -diameter O O 5, EPB44PHDG—Drill a/e-diameter hole 4"deep minimum and fill the hole halfway = cc "'' a; Y 3/e min. ® AC4(Min)2 2 (f2)16d - {8)16d .;-_'°-1>430 715_ = 1,230 r- -'r"' with anchorin adhesive.Insert the EPB44PHDG and adjust to the desired height. ' ' y ° CC44 1 (2)5N'MB (2)5/e"MB 1,465 — — V ;a» LCE4 The threadedrodshall be embedded a minimum of 3'/2".Minimum sidecover is below embed Typical EPB44T Installed C ' ., cc PC4Z 1 (10)10d (8)10d. ='=14$U ;_>'G:1;260",= 1,275 3"from the center of the threaded rod for both products. with SET-XP®or AT XP® U " EPC4Z 1 (10)10d (8)10d 1,130 1,075 970 • Go to strongtie.com for additional information on hole cleaning procedures and — Anchoring Adhesive _ ._ ® LCE42 2 (14)16d (10),16d -_7;800:=-. 1;f125;=. 1,545 Fi cure time for SET XP®and AT-XP®anchoring adhesives. ®"AC4(Max)2 2 (14)16d (14)16d 2,500 1,070 2,150 +; - a�,"- - Supported,by a Nut: ® MSTA78 2 (28)10d, (28)i0d "::2,$30-;.,. ;-= ,! 2,260 = . �r; y -ri-�' ' . EPB44T—Drilla 3/a"hole 2'/z"deep minimum into concrete.Install a 5/e-11 NC lu � ECCD44 SDS2.5 1 (14 '/a'x2Yz'SDS 14 '/a'x2'h"SDS 4,040 — 2,910 Q �• ( ) - , p �,= nut and cut washer on the threaded rod.(Nut and washer not supplied). W ui Z Z ® CC044SDS2.5 1 (16)'/a'x2'/z'SDS (14)'/a"x2'/z'SDS ;5;68 =' ='i 4,090 D +°i=`'+'ion-.''" _ CC�Q Mtw n� 77 _'S ? Insert EPB4 4T into the hole and adjust to the desired height. F' W Z 2 Z W EPB44PHDG—Drill a 1"-diameter hole 3'/2"deep minimum.Insert the 0 to=V W ®p - c6' anadjust height. CC ' AC4 EPB44PHDG and to the dei Z w < -�-o a�H FII all round and These products are available with additional corrosion protection. _ `" Z u,O G Q Q I _ -X0.51'' GOL.I,I`'I.� �,.� .--,,,triangle for c;f i `. �� For more information,see 18. X --maximum load "nn P• Q ZO (A Q QWj Q 3 F7 These products are approved for installation with the Strong-Drive® O a R O U O Iwo SD Connector screw.See pp.39-40 for more information. O N _LU Z Q Q N m= y W S Off- 21/a" Allowable,Loads:(DFISP - 5 z V w 1-0(A V Dimensions(in.) Fasteners Allowable Loads(160)- = ){=-`_.<,'a" f, Z.i O W Madel Anchor Code O a Q<Z Model Machine Non-Cracked Cracked Code Nti Nails Bolt =-Download`^ `'UPliff{160j -_ ;;,, _ Ref. W L Nails Ref. ,,: ",'; = {°-2,(7011);:'J' ®5 ,yAT:XP Bolts Uplift Uplift '`�`); ` F - ;SEf XP,.' .' .-.� 1 �. ^y M' p,�i` T� & ml"f�D/i>� ,_ e ri •, � 'y ;�f k `, F i 10 '1(/ 170 , CID PB44 3% 3'/a 12 16d N/A 148 N �$ sobdoff �' EPB44PHDG (8)t6d 3/a 3,670 1,265 985 ® ( ) 5 1.040 �pr_ e e$code 1.Loads may not be increased for short term loading. P646 5*h - 3'/a (12)16d N/A 1,485 1,040 128, �o z �. ��, v° � A FL,L27 = 1'-t 4 s s w 2.Uplift loads require the threaded rod to be attached to cured concrete with SEr-XF0 Q` NIGEL FJOEER1 F� ' ' ( ) (2)'h"dia. 1,485 1,040 or AT-XP®anchorin adhesive.Cast-in-place install must have a nut and be ng late ® PB66 51/2 5/a 12 16df - g 9 P WILLIAMS ^• embedded in concrete.Uplift loads do not Z° Vol `s,,.' .,„{m£ P apply when installed to a pier block g0 , =s. ' ->3 3.Designer is responsible for concrete design. l gg Silo ..-_ ; •' " 4.Downloads shall be reduced where limited by the capacity of the post. 41 See pp.383-385 for common post allowable loads. � - 5.Structural composite lumber columns have sides that show either the wide face A` e p rr eba, ,•p.Yy.Y.. or the ed +� --- ��`�'�®�� POST- ��G s��A a) •• � -a . ..,,e _ i:; edges of the lumberstrands/veneers.For SCL columns,the fasteners for ° °° these products should always be Installed in the wide face.See technical bulletin T-C-SCLCLM at strongtie.com for load reductions due to narrow face instructions. 557-f (PB er 6.Adhesive anchor design assumptions: A'9AF �QQ� y 00y a)Uncracked-dry concrete �® S�1� ^��� v�� 3°dtj0 b)Anchors not for use in SDC C-F where load combos include earthquake !> a w ovm � , 1000C. Sivop -•bp- c)Temperature range 1 or 2 acceptable _ r /�r ! d)Periodic special Inspection assumed per code report .DAA� ���t-a �� �H raer 2, ��, �, l�`r�� Typical PBS44A e)Minimum concrete strength of 2,500 psi. �0', � � ' Installation 7.Nails:16d=0.162"dia.x 3'/2"long.See pp.26-27 for other nail sizes and information. 32S I ous.M MEQ L&AX , i ca►J�, , y 11�3� _ - -__` _. - _ __ _ - - - -- __ ___ _ _ I i