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HomeMy WebLinkAbout1000-69.-3-9.3 zl'v t:,� FORM NO. 3OCTOVYN OF SOUTHOLD7. 2025 BUILDING DEPARTMENT SOS T HOWL T ,"OU SOUTH OLD,N.Y. a BOARD NOTICE OF DISAPPROVAL DATE: October 23,2025 TO 2340 Ackerly Pond LLC PO BOX 8 Greenvale,NY, 11548 Please take notice that your application dated September 2,2025: For permit to: to coristru t all.agg'Cliltural barn at: property r Location of 2v340 c e on Lane, Sotitlod�N County Tay Map No. 1000--Section 69 Black.3 Lot 9.3 Is returned herewith and disapproved on the fallowing grounds: Pursuant to rt is m C l l Section 28,0- 27.the opo�ed,i, ,e re ,L res site Ja V1* ya.1 ft-om the South.ol,cl Towii Planning Board.,, d ' l j;"ial Iv, lmmai M se v oti, rev e ° l also bx,required. You may now apply to both the Planning Board and Land Preservation directly. 611,zed Signature Nate to Applicant-. Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board CC: file, Land Preservation /�/ u �i uryrv„euu!evePlM%'rMIQ 1NmidO I.. r ,„,,,,, ,r, r r, «,ei;urw,,,.�/ 1, /,u „, „; ,Tm,,, ,,,.m ,,,. ,. ✓J,r' , �" m �.*" �.... ��. ��I II A 'r i SITE PLAN USE DETERMINATION ,0 U T h 1�1111) 0I Vil IN itial Determination i.� � R��� te D ate Sen- .) t D'ect game nr LLL eject Address on La folk County Tax Map No.. 1000- Bonin District: AC--I �.�. .� uetHJ ................... ite: Copy of Building Permit Application and supporting documentation as to proposed use or uses should !ubmitted.) ial Determination as to whether use is permitted" 0 al Determination as to whether site plan is required e Signature2-T ding Inspector ning Department (P.D.) f+ rrala Date Received- � date of Comment* rnent: u.. ,a men is � � , .� : .« mm mmmmm Signature of Plannin pt. Staff Reviewer I Determination ����.....���rvrvry ion Signature of Building Inspector ff&.1 o FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION OCT1 52025 SOUTHOLD TOWN Initial Determination �, Date Sent: Date:e: ` LL q D Project Name,* Lon, uuummmr�'WPr mmmmniwuar®wu ,wxm •.,,minmm Pro-ect Address ck-c r IN, ---------- wwwwrvrvrvrvrv�..... Suffolk County Tax map No.: 10 0_ � _ _ '. ZoningDist ricto m w R e q u e st m ... �Copy to proposed use or uses should (Notek� of Building Permit Application and supporting documentation a be submitted.) as to whether use is permitted �nft1�( Determination °°°"" d. whether site plan is require Initial Deterrr�ination as to . _.. .. � �mmmmmmmm Signature of 'l d ing Inspector Department (P.D.) Referral�PIann,ng .. P.D. date Received: mmm,� ... Y Date of Comrnent. _ f_ Co nn m e n is .. Sig nature nature of Planning Dept. Staff Reviewer Final Determination, D ate: Decision. .Signature of Building Inspector i LD TOWN OF SOUTHOLD-DU Town.Hall Annex 543 75 Alain load P. 0. Box 1179 S outhold, :Y 11971-0959 Telephone(631)765-1802 Fax(631)765-95 02 Dante Received l� �I For Office Use Only .........II PERMIT NO. r - ' II Ii lumul �lu Applications and forms must be filled out in their entirety.Incomplete illy im'ii iuu ail l+I I i°II II I m m r �S n�1:l'1e O�II�"ne� an applications will not be accepted. Where the , ownees. form(ftp 2)shall be completed. Date:8/28/2025 OWNER(S)OF PROPERTY: NarnerAckerly1000-069.00-03.00-009.003 2340 Pondd LLC Project Address:2340 Ackerly Fond Lane, Southold, 11971 NY Phone#-. 1+ -7711 Email:grantcallahan 18C@ g mail.co m Mailing Address--87 Northern Boulevard, PCB Box#8, Greenvale, NY 11548 CONTACT PERSON r I Name Grant Callahan Mailing Address:37 Northern Boulevard, PO BOX #8,, Greenvale,, NY 11548 Phone#: 51 838-7711 Email:granteallahanl 8@)gmail-com DESIGN PROFESSIONAL INFORMATION: Names TBD Mailing Address.: Phone#: Email: CONTRA CTOR INFORMA1111ON: Name:TBQ Mailing Address: i i Phone#: Email: DESCRIPTION OF PROPOSED CONS TRIJcnON tn ❑Re air ❑Demolition Estimated Cost of Project: l�iew Structure �Addrtian C1Alteraio p �°TBD ❑Other Will the tot be re--graded' *Yes ❑No Will excess fill be removed from premises? DYes ©No * very small amount of grading. Only to ensure concrete slab is flat. PROPERTY INFORMATION Existing use of property.Fallow Agricultural intended use of property:A ricultural Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Agricultural onser ation (AC) this property? *Yes FINo IF YES, PROVIDE A COPY. The owner/conti-acW/deskri professional is mpansihie for all drainage and stcrrrn rater issues as provided by Chapter 236 of the Town Code_APPUCAMN IS HEREBY MADE to the Building Department for the bmtonce of a Building Perrnit pursuant to the Building Zone ord"iriarwe of the Tovm of SouffKAd,Sufic,County,NewYork and other applicable Lis,Ordinances or RegWatiom,for construction of buildings, aNddiflors,afterati ,or for rernoval or demolftkm as hevein described.The aWScaryt agrees to corny with all applicable laws ordinances,building code, housirig code and vrgul4l,ftm,mW to a ; on .� b and irn for r�wr�+�� ry mow , a statements rnade herein are ..a - .° purr-,sal le as a CEarss A m . n g in iD Section New AS of the h York State Penal Law. ,Grant Callahan Application Submitted By(pantname}. DAudmrized Agent Rowner � l -�` Signature of Applicant: 'G Dante.- 131 O 5 STATE OF NEW YO RK) SS: CO U NTY OF ra zet ..being duly sworn,deposes and shays that(s)he is the applicant (Name of individual signing contract)above warned, (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 Ole 1NON �Y day off [ . ° , n Notary PublicOle N r poll NOTARY PUBLICr 4 .. NO, 1 ' (Where the applicant is not the owner) � y C ,m Expires Oct l 2026 - I, residing at O do hereby P1�Y authorize to apply on i my behalf to the Town of Southold wilding Department for approval as described herein. Owner's Signature Date Print Owner's Name 2340 Ackerly Pond LLC Grant Callahan 3 7 Northern Boulevard P.O. Box#8 Greenvale,NY 11548 Southold Building Department Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Re: Purpose of Agricultural:Barn at 2340 Ackerly Pond Lane, Southold,NY 11971 Dear Southold Building Department, On behalf of 2340 Ackerly Pond LLC, I am writing to clarify the intended use of the agricultural barn located at 2340 Ackerly Pond Lane, Southold,NY 11971. The barn Will be used solely for agricultural purposes. Specifically,the property will be used for pasture-raised hens, and the barn will serve as storage for equipment(e.g.,tractor) and supplies such as portable electric fencing. The barn will not be open to the public, nor will it be used as any type of dwelling. Please contact me should you have any questions. Sincerely, Grant Callahan Authorized Representative 2340 Ackerly Pond LLC (516) 838-7711 k kw,N oo- �Jfl' NI ' l1 L o ti m rt. ry;µy, mmmm�rrri�ww wwr mwmwmwren�. a" V RPMIWNAMPoMXYI �Xd'v. W� u z 'Coll IN LLC STRUCTURAL DESIGN ETNTC LOSED BUILDING MAXIMUM 30'-0" WIDE X 20'-0" EAVE HEIGHT- BOX EAVE FRAME HIGH SNOW 1 May 2025 Revision 0 N1:&A Project No. 25051 S Prepared for: New Team Carports, LLC 29 Oniel Street Kingston, NY 12401 Prepared by: Moore and Associates Engineering and Consulting, Inc. 1009 :fast Avenue North Augusta, SC 29841 401 S. Main St., Suite 200 Mt. Airy, NC 27030 MOORE AND ASSOCIATES Vafiditv No,tice Flans Expiration Date. 1 May 2027 Plansre valid for two vearsfrom issuance dato Moore and Associates Engineering and Consulting,Inc.("Moore&Associates")is the author and owner of all plans,drawings,specifications,etc.("Instruments ofService") provided by it,and retains all common law,statutory,and other reserved rights,including without limitation copyrights.A limited license is granted to you for use of the Instruments of Service solely and exclusively in connection with the specific project for which the Instruments of Service were created by Moore&Associates.All other uses, including without limitation transfer to a third party,are strictly prohibited.Acceptance of the Instruments of Service constitutes your agreement to indemnify and to hold Moore& Associates harmless from all cost,expenses,damages,and attorney's fees arising from or relating to any unauthorized use or transfer of the Instruments of Service. � % ��� ,�� �� �r t�III'�'�4"Ut!�,u"` ....... ... 44 R,E" w'N "n 40 v + ryy,,. I'"IW,y �w M� ""''ieu r ym rb'� r � � � ��� � `Pk ' x ,:..� f wn,N„ w�M re!a.m r ^+auk " E A 1 E A Wr"�M� �:~r �" rw► p,, �,w�` 11, 4y415 p W'.,^TTcep wP ­,"�n ���m joy/" . KINNGSTON.NY 12401 ENGINEERING AND CONSULTING INC. cHEcrEI) py, Am I I(1.11_1_,R�. 30E-011x2014)" Ill('H SMA I-NCTOS ED S�f[Rt ,.. � �we I' a ,�, �" `�. iw, ,,,, ,;y�7's-u,, n.�.. u�' m �p t 4t p p w r.." Gay W "�� 1. 1 ' ," � � wr bx�M �� le/0A1 ! a k w V� , @ �M /fit urryw ,y � F 04 " jj y �" �� �� ip x f Yvents proved' Ill � � `e�oN„ l OTT ��ttrad'er the laws,�dole fig tat 11 Fthes �of F"'k',xpira OA I I i�lle f ; 1pm !Aconsw NO'.A 0,12 No. 17514 9, t I I, �e!Cfc:,IN N E , V/ Y ON,A 2< . � 1,Ij I 10,811 .............................. ..................... .............. 016 fff H01) ►� � M � � ` 4"ONAL fro, 11 'A 0 INC M �" ° ' r1�S3 aria ­-*-w 4E N,05 rk)EF,E R WIN y 31 3 100 W, J1, y JOES 0 READ KOTT , 0 4 It Of 0 ,NN (E)oi%4I � d l061 0 ;e, IN W* S 14,747 3 5'5r ,7 4 -Nia 4 .,, "" 7z, 4t OS R w $� " ONAL St� PROFESSIONAL ENGINEER MOOR V, 11 d i, No t i c Plans r_x0ration Date: I May 2 ? MO ;, 11C � ' .. CIAES"I" to rr r,,rt 2� .NF'W 1 , STREET. ,� � �j, P CT' ti t JRP � -- �,► �� S IS, P .1CI , � i ' ��" �� MAY XCT M LEGS& CLIENTi NTCSHT. 1 Dwci. Not S -1 0 DRAWING INDEX SHEET 1 PE SEAL COVERSHEET SHEET 2 DRAWINGINDEX SHEET 3 INSTALLATIONNOTES AND SPECIFICATIONS SHEET 3A FIST OF APPLICABLEBUILDING CODES SHEET 4 TYPICAL I AND SIDE ELEVATIONS SHEET 5 TYPICAL RAFTER/COLUMN FRAME AND SIDE FRAMING SECTION (BOX EAVE STRUCTURE) SHEET 5A TYPICAL RAFTER/ClOLUMN FRAME AND SIDE FRAMING I SECTION (BOX EAVE STRUCTURE) RAFTER/COLUMNSHEET 5B TYPICAL FRAME AND SIDE IN SECTION (BOX EAVE STRUCTURE) SHEET 6 COLUMN CONNECTIONDETAILS (BOX EAVE STRUCTURE) SHEET 6A COLUMN CONNECTIONDETAILS (BOX EAVE STRUCTURE) SHEET GB COLUMN CONNECTIONDETAILS (BOX SAVE STRUCTURE) CONNECTIONSHEET 6C COLUMN T I S FOR GROUND SNOW LOADS < 30 PS ) (BOX EAVE STRUCTURE) SHEET OPTIONS SHEET 7A BASE RAILE OPTIONS SHEET 7B BASE RAIL ANCHORAGEJ SHEET 7C BASE RAIL ANCHORAGE OPTIONS S C OPTIONS ®P STD WALL DOUBLE SINGLE COLUMN SHEET 7E BASEOPTIONS FOR STEM WALL FOR LACED COLUMN SHEET 8 BOX EAVE RAFTERN SIDE WALL FRAMING SECTIONS SHEET 9 CONNECTION DETAILS SHEET 10 CONNECTION DETAILS SHEET 11 CONNECTION DETAILS SHEET 12 CONNECTIONDETAILS SHEET 13 BOX EAVF RAFTERTO OPTIONS SHEET 13A BOX EAVEF~TER LEAN-TO OPTIONS SHEET 13B BOX EAVE RAFTERT I S SHEET 14 BOX EAVE RAFTER VERTICAL ROOF/SIDING OPTION SHEET 15 HEADER OPTIONS FOR T S LACED COLUMNS SHEET 15A HEADER OPTIONS FOR TS DOUBLE COLUMNS SHEET 15B HEADER OPTIONS FOR TS DOUBLE COLUMNS Validit Notice i Ex iration Date:,, NEW TEAM CARPORTS LLC MOORE AND ASSOCIATES DRAWN BYi JG 29 ONIEL STREET K[NOSil"ON,NY 124,01 ENGINEERING AND CONSULTING IN � C CKED BY, AM �a1�®rix 0'-O" HIGH SNOW ENCLOSED SINRUCTURE IM DOCUMENT IS 1W P ' MtrY OF NOW NO,AVWAITS ENOMEERM 0M PR13JECT MGRi JRP TO 5-1-25 SCALD NTS I B M �r sgis X THE LWWTHORIM TM DOCUMENT tS SMCTLY PitChUffT0,NO ANY WRDOM4ENT YMM1004 PAY SK-3 M� SU&XCT­1`O LEGAL ACTIOL E N"TC SHT. 2 ................................ ..... .. ........ ..... ------------- INSTALLATION NOTES AND SPECIFICATIONS 1, DESIGN IS FOR MAXIMUM 30'-0' WIDE x 20'-0' EAVE HEIGHT ENCLDSED STRUCTURES, 2, DESIGN WAS DONE IN ACCORDANCE WITH ALL THE APPLICABLE BUILDING CODES LISTED ON SHEET 3A, 3. DESIGN LOADS ARE AS FOLLOWS, A) ROOF DEAD LOADSi SELF-WEIGHT = 1.5 PSF ' = 0 PSF COLLATERAL = 0 PSF B) ROOF LIVE LOAD = 12 PSF C) FLOOR LIVE LOAD = 100 PSF (4' CONCRETE SLAB-ON-GRADE) D) GROUND SNOW LOAD = 65 PSF E) FLAT ROOF SNOW LOAD= 524 PSF NOTE: UNBALANCED LOADING DUE TO SNOW DRIFT/SLIDING FROM AN ADJACENT TALLER STRUCTURE HAS NOT BEEN EVALUATED. DROP-DOWN LEAN-TO'S (THOSE CAUSING A HEIGHT DIFFERENTIAL FROM THE MAIN STRUCTURE) SIIALL ONLY BE USED FOR GROUND ',`,.$NOW LOADS < 34 PSF, 4, 3-SECOND GUST ULTIMATE WIND SPEED (VULT) = <_ 115 MPH (NOMINAL WIND SPEED = < 89 MPH), 5, MAXIMUM RAFTER/COLUMN AND END COLUMN SPACING = 4.0 FEET (UNLESS NOTED OTHERWISE), 6. END WALL COLUMNS (POSTS) AND SIDE WALL COLUMNS ARE EQUIVALENT IN SIZE AND SPACING (UNLESS NOTED OTHERWISE). 7, RISK CATEGORY I (NOT FOR HUMAN OCCUPANCY), 8, WIND EXPOSURE CATEGORY B, 9, STRUCTURAL ANALYSIS/DESIGN IS BASED ON TS MEETING THE REQUIREMENTS OF ASTM A653 TYPE SS GRADE 50 WITH MINIMUM YIELD STRENGTH (Fy) OF 50 KSI AND GALVANIZING MEETING THE MINIMUM REQUIREMENTS OF G60. 10, SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/2'x2 1/2'-14 GAUGE TUBE STEEL (TS> FRAMING MllrmBERS (UNLESS NOTED OTHERWISE), WHERE TS 2 1/20,x2 112" - 14 GAUGE IS SPECIFIED, TS 2 1/4'x2,: 1/4' - 12 GAUGE MAY BE USED AS AN ALTERNATIVE, 11, CONNECTOR SLEEVES ARE MINJIMUM, 6' LONG, TS 2 1/4'x2 1,/4"-14 GAUGE FOR 2 1/2'x2 1/4'-14 GAUGE FRAMING MEMBERS (UNLESS NOTED, OTHERWISE), WHERE TS 2 1/4"x2 1/4'-12 GAUGE IS SPECIFIED, TS 2"x2'-14 GAUGE CONNEc rOR SLEEVES SHALL BE USED, 12, AVERAGE PANEL FASTENER SPACING = 10' O'C' 13, FASTEN]E;RS CONSIST OF #12-14xl/4' SELF-DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS. SPEC 11FICAT IUNS APPLICABLE ONLY FOR ROOF SLOPIES OF 27' (&12 PITCH) OR LESS, ROOF SLOPES' LESS THAT 3422 REQUIRE USE OF LAP' JOINT SEALANT, 14, ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH COLUMN, 15, _I D FORCES GOVERN OVER SEISMIC FORCES, SEISMIC PARAMETERS ANALYZED ARE, SOIL SITE CLASS = D RISK CATEGORY I R= 3.25 IE= 1,0 SDS= 2,625 9 V= csw SDI= 2.13 g 16, C 0 N T RAC�',I TOR Tr] PROVIDE ADED"UATE BRACING FOR STRUC r"URE SO THAT IT WILL BE STABLE DURING ALL s"r,AGES OF CONS,TRUCTION, THE STRUCTURE AND FOUNDATION ARE DESIGNED FOR A CUMPLEITED CON. ONLY AND, THEREFORE, REQUIRE ADDITIONAL SUPPORT TO MAINTAIN STABII.ITY BEFORE COMPLETION, 17, IF MGRE THAN 50% OF COLUMNS (LEGS), ARE REMOVED IN ANY LONGITUDNAL (SIDE) WALLS OF A BUILDING,, THE ENGINEER IS TO BE NOTIFIED To DETE,RMINE WHETHER PORTAL FRAMES OR ErHCR LONCil"TUDINAL STABILITY ELEMENT'S WILL BE' REQUIRE'D,, 18, ANAL YSISS/DES.115N OF THIS STRU'Cl,"UR,E WAS BASED ON THE LOADS, RUILDINCi CUE, AND STRUCTURAL., GEOMETRY NOTED HEREIN. NO CHANGES SHALL BE' NADE TO THE S"TRUCTURE, WITHOUT EXPRESS WRITTENPERMISSION FROM THE DESIGN ENGINEER'. ANY CHANGES' IN THE E OR GEOMETRY' OF THE STRUCTURE IN! ANY MANNER IS A V1,OLATTO-N Of T14E BUILDING CODE AND NEGATES ANY LIABILI TY ON 'THE PART OF' M[lORE AND ASSOCIATES ENGINEERING AND CONSULT"ING, INC,, 19, USE E70 ELECTRODES FOR WELDED CONNECTIONS. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF AWS D1.3. 20. WHEN USING GENERIC MASTER DESIGNS TO OBTAIN BUILDING PERMIT, IT MUST BE ACCOMPANIED BY SUFFICIENT ADDITIONAL INFORMATION TO INDICATE THE LOCATION, NATURE, AND EXTENT OF THE CONSTRUCTION AND SHOW IN DETAIL THAT IT WILL CONFIRM TO ALL APPLICABLE CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS. 21, WHEN APPLYING FOR BUILDI MASNG PERMIT, THE BUILDING OFFICIAL MUST BE CONSULTED TO VERIFY Valid!!y_�!otice� WHETHER THE USE OF THE TER DESIGN IS ADEQUATE OR IF A SITE SPECIFIC DESIGN IS REQUIRED FOR OBTAINING A BUILDING PERMIT, GENERIC MASTER DESIGNS CAN NOT BE USED PLan E ,, iration Datt WHERE A SIT -SPECIFIC DESIGN IS REQUIRED, 22 Y VARIATION FROM THE ANALYSIS/DESIGN PARAMETERS OFTHE MASTER DESIGN REQUIRES THE DEVELOPMENT OF A SITE-SPECIFIC DESIGN, I May�,027 ]DRAWN Vi JG NEW TEAM CARPORTS,LLC MOORE AND ASSOCIATES 29 ONTEL STREET ENGWEERING AND CONSULTING INC. KINGs,rON,NY 12401 CHECKED Vo AM 30'-0"x20'-0" HIGH SNOW ENCLOSED STRUCTUR-E ................ 'TM MOMACWT'IS, TW PRWOM DF WMVE MM ASSWA AM� i I I oom?*mzml I PR13JECT HGRi JRP LA,ffi 5-1-Z5 SC&LlNTS JOB NOo ,?§L% 'COfULTM TW t0#AnM0FX=FMPRMXKTM,,,CORY003�CR OTHMVISE USE tF ....... _wS TM mcmuff tS SMC'T LY'fR",`,r= AND AW INFRING000 T HEREUPON MAY Be SUBJECT M11111 LlrGAL ACT MIK L ENTi NTC SHT. 3 DWG. N0j S K-3 V'J 0 Jill LISP" OF APPLICABLE BUILDING CODE 2021 INTERNATIONAL IL I G CODE QBC 2021) 201B INTERNATIONAL IL I CODE QBC 2 018) 2015 INTERNATIONAL IL I G CODE (IBC 2015) 2012 INTERNATIONAL IL I G CUBE (113C 2012) 2006 INTERNATIONAL IL I G C (IBC 20 ) 2021 IBC PORTION OF THE 2022 CT STATE BUILDING CODE (ADOPTS THE IBC 2021 WITH EN ENTS) DELAWARE BUILDING CODE (IBC 2012, IBC 2015, IBC 201 , IBC 2021 (DEPENDENT UPON LOCAL JURISDICTION)) MAINE UNIFORMBUILDING ENERGY CODE ( UBEC) (ADOPTS THE IBC 2021 WITHE D E TS> (IBC 2015, IBC 2021 (DEPENDENT P LOCAL JURISDICTION)) MARYLAND BUILDINGCODE 2021 (ADOPTS THE IBC 221 WITH AMENDMENTS> BALTIMORE CITY BUILDING CODE (ADOPTS THE IBC 2021 WITH AMENDMENTS) (IBC 2006, IBC 2015 IBC 201 , IBC 2021 (DEPENDENT UPON LOCAL JURISDICTION)) MASSACHUSETTS STATE BUILDING CODE, 10TH ED,, BASE VOLUME (ADOPTS THE IBC 2021 WITH AMENDMENTS) BUILDING CODE OF THE STATE OF NEW HAMPSHIRE (ADOPTS THE IBC 2021 WITH AMENDMENTS) NEW JERSEY C BUILDING SU CODE 2021 (ADOPTS THE IBC 2021 WITH AMENDMENTS) NEW YORK STATE BUILDING CODE 2020 (ADOPTS THE IBC 2018 ITN AMENDMENTS) PENNSYLVANIA BUILDING CODE 2018 (ADOPTS THE IBC 2018 I ENB E TS> PHILADELPHIA BUILDINGCODE 21 (ADOPTS THE IBC 2018 WITHAMENDMENTS) S C-1-2 21, THE RHODE ISLAND STATE BUILDING CODE (ADOPTS THE IBC 2018 WITH AMENDMENTS) VERMONT BUILDING CODE 2015 (ADOPTS THE IBC 2015 WITH AMENDMENTS) aiidillty Notice PlaE � i � Date;: i NEW CARPORTS,LLB MOORE AND ASSOCIATES DRAVN BYE JG 29 O I E L STREET KINGSTONENGINEERING ING AN CONSULTING, INC. C CK BY, AM 0`_o„ 0'_©"� IG NY 12401 � �ENCLOSED r �r TM 00 IS f W ° A I ' OKMNEEWG"M PRI J CT MGRo JRP �D , " —1-25 � � S J , " Ml `ONAU CTL o "�' FA T IS Y — � � C ICM , N�" NWT. 3A DWG. I'� SIC � Vola TYPICAL END AND SIDE ELEVATIONS BOX EAVE FRAME RAFTER STRUCTURE . ............ ........ 1�E II a 777, ................ ea ......... ..................... ............................................ ............. t L......... L E NG I[l lv 41,R E-P`l To I ti'l G 3 b,� Ll K�l 0,,i L)�1,1 A E,�R S F�l linil 1! ............. -—------- —------....... ........... .......... N L�M B E',R r,4 Ll S F11 A C I P,�G 0 F RAF.T ER S ................. ... ......................................................... TYPICAL END ELEVATION TYPICAL SIDE ELEVATION N TS T S OT NEITE� --0RlZD0'AL R' F PANF S 1\4 0 1\� '11r, ljjjj� 00" F)"F F D _j J!'''J s Nil B F J R 0 U N D SNDW [.1 13 4 5 Validity Notice Plq[j�)(�ira�,�ion Date�, ]DRA" BYI X NEW TEAM CARPORTS,LLC MOORE AND ASSOCIATES 29 ONIEL STREET KINGSTON,NY 12401 ENGINEERING AND CONSULTING 1-011 INC CHECKED BY, AM 30 x20'-O" HIGH SNOW ENCLOSED STRUCTURE .......... RPM' ni[S 93CUWW IS"DIE'PF$Mrf OF'T NMRIE AM ASWIA'TES 0404UM AM PROJECT MGRi JRP.P&Ui 5-1-25 NTS JOB N N51S Ctl*SWTMTICT UKWH0R=fVV=XTM,COPYMP W 011*MV=USE'ar 'THM DOCUMM IS STPlCl'LY PMOMM AO ANY VOWM*XT THEFEUPOW MAY K SURJM M LEG& ACTIM CUEwrl NTC SHT, 4 101WG'. NO SK-3 FVj; 4 TYPICAL RAFTERICOLUMN FRAME AND SIDE FRAMING SECTION (BOX EAVE STRUCTUREJ 29 GA. GALVANIZED METAL RnOF— 29 GA. GALVANIZED METAL ROOF— (TYP.)-l-S AND WALL PANELS FASTENED To TS STRUT (TYPI), AND WALL PANELS FASTENED TO TS STRUT S" RAFTERS AND COLUMNS TS RAFTER 1111 RAFTERS AND COLUMNS TS RAFTER TIE, 9 TS SINGLE RAFTER— Ij 9 TS DOUBLE A It ROOF RAFTER 6 < 15'-0' FOR 28'-0' < TO j 30'-0' lu -0' FOR 20'-0' TO 22`04 BLDG, WIDTH BLDG, WIDTH 14'-0' FOR 26'-0' < TO j 29'-0' 10'-0' FOR 18**-0' < TO < 20'- 00 BLDG. WIDTH BLDG, WIDTH 13*'-0' FOR 24'-0' < TO j 26'-0' 91-01 FOR 161-01 < To 1 181-0' Lo BLDG. WIDTH BLDG. WIDTH '-0' FOR 22-*-0' < TO j 24"0 12 ' 8'-0' FOR < 16'-0' BLDG, WIDTH w BLDG. WIDTH > > w uj TS LACED COLUMN<TYP.> x �—TS LACED COLUMN (TYP.> C> cu cu tW TS SM,E TS BASE 7 MP RAIL (TYP.22-0' < TO !L 30'-0' MAXIMUM BUILDING WIDTH j W :L 22'-0' MAXIMUM BUILDING WIDTH TYPICAL INTERIOR RAFTER/ TYPICAL INTERIOR RAFTER/ COLUMN FRAME SECTION COLUMN FRAME SECTION SCALE, NTS SCALE, NTS )K NOTEi SINGLE TUBE RAFTER CAN BE USED w NOTEi VERTICAL STRUTS NOT REQUIRED FOR GROUND SNOW LOAD < 35 PSF, FOR THESE TIE LENGTHS, LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS SEE NOTES (SHEET 3) FOR MAXIMUM SPACING TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION SCALE, NTS ValiLddirt 'ice i pt Ma,L?0,2 7 ------------------------- MMM LLC NEWTEAM CARPORTS, MOORE AND ASSOCIATES DRAWN BYi JG 29 ONIEL STREET KINGSTON.NY 12401 ENGfNEERING AND CONSULTrNG INC., CHECKED BY, AM _30'-0"x20'-0" HIGH SNOW ENCLOSED STRUCTURE JWZ XZLV*XT tS JW E TY PPnM0F AM 04=1AItS EMMNEEltM AM PR13JECT MGRi JIRP NTS� J13B NO, '2��o CONSUL,TM TK U"WTH3=o R84MX�TM401 COP'YV4,OR OTMMM USE OF IWS WCUNEW IS STRTMY PROMM,A4D AW WRVK004T THEIMUMN MAY No SK-3 vi 0 SMACT M LEGAL AcTm CLIENTi NTC SHT. 5 NNW" TYPICAL RAFTERICOLUMN FRAME AND SIDE FRAMING SECTION 0,0x :SAVE STRUCTU c 9,Cik,(JALVANIZED K,ro�L, ROOF 29 GA. GALVANIZED METAL ROOF— TS STRUT (TYP'l) 040 VALL RANELS FASTE,,NED TO RAMPS AN'D CMUMNS TS STRUT (TYP,,,,) AND WALL PANELS FASTENED TO TS RAFTER TIE,.\ RAFTERS AND COLUMNS 9 TS RAFTER T�11C, Ts' 9A RAFTER lj� TS SINGLE RAFTER B j6A 6 10 15'-0' FOR 2B'-0' < TO 301 D& 12'-0' FOR 20'-0' < TO < 22— 1 JOJAmmmmmmmm BLDG, WIDTH BLDG, WIDTH 14'-0* FOR 26'-0' < TO 1 28'-0' '-' ' ' ' BLD 10 0 FOR 18-0 < TO 20- o G. WIDTH BLDG, WIDTH 131-0' FOR 24'-0' < TO 1 26'-0" 91-01 FOR 161-01 < TO 18'-0' BLDG, WIDTH BLDG WIDTH 12'-0' FOR 2?'-0' < TO < 2!4'-0- 1 BLDG, WIDTH R'-O' FOR ( 16'-0' BLDG, WIDTH > > TS DOUBLE COLUMN (TYP.) TS DOUBLE COLUMN (TYP.) 3A @A 9 C TS BASE -x. I 9 TS SAS $MIL ol..YP.) ...........------------- j V 22'-0" < TO 1 30'-0' MAXIMUM BUIL13ING WIDTHW 22'-0' MAXIMUM BUILDING WIDTH TYPICAL INTERIOR RAFTER/ TYPICAL INTERIOR RAFTER/ COLUMN FRAME SECTION COLUMN FRAME' SECTION SCALE, NTS SCALE, NTS w MOTE' SINGLE TUBE RAFTER CAN BE USED NOTEi VERTICAL STRUTS NOT REQUIRED FOR GROUND SNOW LOAD < 35 PSF, FOR THESE TIE LENGTHS. LENGTH VARMIS DEPENDING ON NUMBER AND SPACING O RAFT'ERS SEE NOTES (SHEET 3) FOR MAXIMUM SPACING 7 L TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION SCALE: NTS Va,ljd otice Plans,,,,,,Expiration Date', Ma27 DRAWN BYi JG NEW TEAM CARPORTS,LLCM OORE AND ASSOCIATES 29 ONfFL STREET KINGSTON,NY 12401 ENGINEERING AND CONSULTING, INC* CHECKED BYi AM 30'-0"x20'-0 HIGH SNOW ENCLOSED STRUCTURE ................ ,TM MUMM IS TW PFZlF-R7Y OF'NUUM NM ASWC10M ENIGIWEMW AM, f Y PR13JECT MGR# Ap CONSAXI Tba THIE IS SlRX-LOWOMDR=FMNt0VXTMko CtPYWGm Oft OTMMSE USE Or SCALE, NTS Tms mox4m; 7LP$00T=,AM ARY 90-RD0304DOTTHEREL" MAY X SUBJECT TO LEGAL ACTMK MENTi NTC 1SHT. 5MA IDWG. I o SK-3 'V'.j 0 .............. ............ COLUMN CONNECTION DETAIL,S_(BOX EAVE STRUCTU ell TS DOUBLE ROOF RAFTER '010 oell� \4\, > CONNECTOR' VIA, SLEEVE 46 Q.) M1N4HVM 5' LONG x 5' (2) MINIMUM 5' LONG 51 RAFTER VIDE IS GA, PLATES, WIDE 18 GA. PLATES, TYP SECURE WITH (12) SECURE WITH (12) "o�"'eo #12-14,<3/4' SDF'S, (6) #12-14)<3/4' SDF'S, (6) PER MEMBER OR (4) A3'07 PER MEMBER OR (4) A307 GRADE A BOLTS, (2) GRADE A BOLTS, (2) PER MEMBER (TYP.) PER MEMBER (TYP,) oo/ TS SINGLE RAFTER----4 6r .......... SLEt) CONNECTOR, VE TO RAFTER MINIMUM 6` LONG, 00 MINIMUM 14 GA,, TYP 6 CONNECTOR SLEEVE SECURE WITH(4) #12-14x3/4' SDF'S TS CHORD EACH (TYP.) (TYP�) (TYP,) G TS LACED,---" 0 COLUMN 3 ol?,16 TYP j A MINIMUM 6' LONG, 0 6 MINIMUM 14 GA., 0 CONNECTOR SLEEVE SECURE WITH (4) #12-14x3/4' SDF'S TS CHORD vlp� EACH (TYP.) BOX EAVE RAFTER/COLUMN (TYP�) (TYPI), CONNECTION DETAIL FOR EAVE HEIGHTS 16"-0" < TO < 20-*-O'f TS LACED SCALE, NTS COLUMN TYP 3/116 3/16 ,—TS RAFTER BOX EAVE RAFTER/COILUMN CONNECTION DETAIL FOR Q,>IS GA. PLATES. EAVE HEIGHTS 16'-Oj' < TO 20`-00 SECURE WITH (12) 1A SCALE, NTS #12-14x3/4' SDF'S, :> (6) PER MEMBER OR (4) A307 GRADE A BOLTS, (2) ............................................ PER MEMBER (TYP,) D —TS KNEE BRACE: 2 112' Plans Expiration Date. BRACE SECTION 11 May 2027' SCALE, NTS NOTE, LACED TUBE AND DOUBLE SECTION NOT SHOWN FOR CLARITY, IDRAVN Vo JG NEW TE-AM CARPORTS,LLC MOORE AND ASSOCIATES 29 ONTEL STREET K[NGSTON,NY 12401 ENGINEERING AND CONSULTING, INC. CHECKED Ve AM 30'-o"x20'-0" HIGH SNOW ENCLOSED STRUCTURE 'mct"Da,is Tw Pododkf� W, KOK,An ASMAT—u DOMINMING PRUACT NWi JRP DATE, 5 IgALD NT,; Tm TIC WWA10tM RVf=XTW,C0?YM*OR 0,TM%f=UM 13F TMS' =X*CW tS MIMY PROCRTM AM ANY IwR!Nm)tN,r n*ystpm mAy w, SulAtT TO LEGAL ACT= ............ CLIENTi NTC SHT. 6 IDWG. m SK-3 VJI 0 " COLUMN CONNECTION DETAILS BOX SAVE STRUCTURL Pi dFr� " b .d Y �au a r i k r u' `u Y 2 ° '... �„„""° w u^ ^'` w ( � ,. m "" ""xe'V, A. o� � w '0' W�1 ,,,�'b µ .I'm" J.rc �� ul"��� y,w MioioiAO i6 M i�Vkr .,�"`."rv"��«k�k .`x"a` �µ�l.W.,o,µ...^,. w e " .,m,,, „+ °n 1,k ro>y, V '''°,.wrr��w,�a,^�",.�'0.;x,,„�I�.+,,r;-a„ �„�w�,�.w�;,�t�"°a "��v,',AY,u r!'w�N"r;��.0 r'r a N��.,"k41,�a'o��„�'"�,✓°J '6.Ny 0 do, p.:. m I r � le J"r;.��'� ,o y � �,� w 11 ��r. ��yh�rus m %11111 "� OI I ura ,un Jo y r r l l_,'� r/ X d rM' od 1 �w .` Jdr l / www. ,--Na .., -„ �rr 14 :I N .0 ry �. ��XXyy II y r ...� �0 9 urry f.. l�k L1�F41� I d ' 13 dyl"wl , I?II d_I.�.Ytv „ar �"r ruy� y ,ry �".M A'blf,"�p,,, ✓✓rr ll�a V"'�w V 14.��4I'�� '�4 Y�f`a u.: �,,,,� Irt�ll,mni r"�:� 'y µ (E [ ni, iJ .... r I u un�rN N� v' 1 �ri.,_. 4 4 "a N d w l T l i WI SId r u ;'" m IVJF' 114 1—1 I T N " l is yap ^ flrl,.y i BOX SAVE RAFTER/COLUMN BOX SAVE RAFTER/COLUMN CONNECTION DETAIL FOR SAVE HEIGHTS CONNECTION DETAIL FOR Ile 13'-0'w < TO < 16'—�0' f` .M'u"" EAVE HEIGHTS 1�3'-0'* < TO < 16"-0' I B 41 _ jo l", gil L 1 a c I"IR A TI Iy° l A, (f `I � r� " Plans Ex ation Date, BRACE SECTION 2,j7 N CAM CAR 'I.NS, C MOORS AND ASSOCIATES ' HY+ JG 29 ONINL STREET 12401 ENGINEERING AND CONSULTING, INC. licmcmY+ � 3 '- " '- „ HIGH O � STR STRUCTURE-, TM N M TW PAMUM O P90K ,On NON � T Et -. I + " S s JS STRICTLY Tw m # , �"o Cot W=use C MAY CT To L CAL ACT�mM. ENs SK-3 V� o COLUMN CONNECTION DETAIL BOX SAVE STRUCTU I ppyy Y u J 4 1 pp l"mfi 14 x✓ 61. r I r II 'I / ✓ �. a V y _ a IT aw 11,01 a '..a'✓ u ' ... Y� .� "✓e rv� e Iaa'u¢ ^�w" N�:.o r k ,,,,, J", ,. AV r p x �°'M1 .',",.�" ry w y V� ;�, ;✓ ✓�i eJ �d ��....CI�I ,.�C� � '�� :""Fn� f d" / Vn' M ell 'ell t � N a� d" m ✓4 w< y( �'` :llvry f 4�' � �✓r �ne� �s'. '7 `��r�,y� NY 6✓ �,�nvYl � �a � �V ,.�""� r'M� Uw^✓'"'"�' �` �, � e` r�� .;�'� �f,r 5 4 Id iiP� l�y�V 1 J Y mmrr r" .... V r % ✓ J yqT � uw I i..�^ � "� 'v .iI ( �a"� �� � pwry wnum� Ws ��� �h'"M.uu�O� �4� Y I t I. I� I rg. (, �� p i�"fl "� `"�,.mrm 4 dw I..II.�.,,. V:�.�.,"`"'b.�I,,�... I, jJ'"M ^� IIP .,. .d 4 f r 1. 7 ' � 1 kr� .a' � ✓d g,�p Mr'" °"4'M"M �I�� W f �I IY 4 '"`�lo..,�f �u, �V oil'' f✓ .:ti f�k ,Y"a�� ��'� �'..'...I... .. howvlY ®�m i rfi�':, """""^dGY y��h. �(✓k'� �f.,.�.. N �'� k Jd .., Do 4A 4u6r�� II pplIqq y .6 1". 7 1'f..11 1 ..✓., � ,w a nt dj m�,��,- .du=4''✓ V i A � 'Al r� A I J .. I T1,4 1I 114 .ur�L ,a �' ^.��'„�.. 'i+V 1[°°I ���1.. 4i,'. " .l J 4'"KK lwll... "11 t BOX SAVE RAFTER/COLUMN BOX SAVE RAFTER/COLUMN CONNECTION DETAIL FOR CONNECTION DETAIL. FOR EAll VE HEIGHTS 9'-0' < TO j 131--0' EAVE HEIGHTS 9`--0' < TO < 13'--0'w ID 1E 0 w 3 'M1 J L... * °.IY. !.rII 4 I � I I ,! �k �i... 14...r ..a v. ."� �. '� i al In s° >e .. ....... ,m. f .M I xl �� � "✓�4 B E,1 r iD Validitv Notice e, i BRACE- SECTION j � NEW TEAM CARPORTS,LLC DRAWN BY, .M ORE AN ASSOCIATES I L STREET ENGINEERING AND CONSULTING INC., I , I I CCKED BY AM _ � �� � I I L STRUCTURE TM WCUNW is TY OF mmRE me A=IAT, U PR13JECT Ir1 Rr Air 5— - Y S Ago NTS JOB NO OF �Y MAY � � Actr cLE�r, �r air. 6B DWG, row S K-�3 �j 0 BASE RAIL ANCHORAGE E EORAGE CIPTIUNS INSTALL 1/E' 7' EXPANSION .-INSTALL 1/2 ' EXPANSION A CH R(S) THR UGH SE RAIL E OR FI ERGLASS ANC OR(S) T S AIL.AWE OR FI B WITHIN 6' OF EACH COLUMN, FIBERS WITHIN 6' E E COLUMN. FI ERS I � 1A I(ALSO APPLICABLE T EN (ALSO APPLICABLE TO EN AWALLS) A WALLS) E _ GRAD 'q w+ � ...................... � � � G RAD E � o MINIMUM C 5 E MINIMUM 3 7Trrr-nnTTkir. (TYP.) EMBEDMENT �mm. EMBEDMENT 001 (TYP.) I. E MONOLITHIC CONCRETE FOOTINGpcei MONOLITHIC +CONCR ° (3000 PSI MIN,) REINFORCED (3000 PSI MIN',) REINFORCED � WITH (2)-#4's CONTINUOUS WITH (2)--#4's CONTINUOUS lu 3* CLR ., SEE SHEET AEwEE�T A LP (TYI.) I" (TYP,) 1 CONCRETE MONOLITHIC SLAB CONCRETE MONOLITHIC SLAB R BASE RA ANCHORAGE SC A ILI�i NTS 2 A SCALE`, NTS NOTE, SEE SHEET 7A FOR MINIMUM EDGE DISTANCE, a NOTEi SEE SHEET ?A FOR MINIMUM EDGE DISTANCE COORDINATE WITH LOCAL BUILDING CODE w COORDINATE WITH LOCAL BUILDING CODE AND/ORD REGARDING MINIMUM FROST DEPTH AN / RIB REGARDING MINIMUM FROST DEPTH (LENGTH), (LENGTH), GENERAL NOTES j NOTE: CONCRETE MONOLITHIC SLAB DESIGN BASED ON MINIMUM SOIL BEARING CAPACITY OF 1,500 PSF. CONCRETEi CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,000 PSI AT E8 DAYS, COVER VE REINFORCING. CI. O STEEb FOR FOUNDATIONS, MINIMUM CONCRETE: COVER OVER REINFORCING BARS SHALL BE PER ACI-318i 3' IN FOUNDATIONS 'WHERE: THE; CONCRETE IS CAST AN A:INST AND PERM4 ENPTLY IN CONTACT WITHFHE EARTH OR EXPOSED TO THE EARTH OR WEAThHER,, AND 1 1 2' ESE H"ERE. REINFORCING STEEL, THE TURNDOWN REINFORCING STEEL SHALL DE ASTM A615 U ',ADE 60, THE SLAB REINFORCEMENT SHALL DE WELDED WIRE FABRIC' MEETING ASTM Al'e5 OR FIBERGLASS FIBER REINFORCEMENT, REINFORCEMENT E BENT IN THE SHOP OR THE FIELD VI E i 1, REINFORCEMENT IS BENT COLD, E, THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE JE THE BAR, IS NOT LESS THAN SIX-PAR DIAMETERS. 3, REINFORCEMENT PARTIALLY EMBEDDED I CONCRETE SHALL NOT BE FIELD BENT, V al i m Notice Plar,s,E� � 2027 DRAWN BYE �� NEW TEAM CARPORTS,LLC E ASSOCIATES E I I L STREE'l- ENGINEERING AND CONSULTINGINC. '® IT' E ,NY l ' CHECKED BYi AM ( 0 IG ENCLOSED I_I 0004RERM AM, , PR13JECT MEm JRIP f � S loot Ct TO sE� AM � � T E MAY C�ENNT+ NBCLSHT. 7 DWG. NO SK-3 "" .r 0 BASE RAIL ANCHORAGE OPTIONS INSTALL (1) 1/2'r0x7` EXPANSION ANCHOR THROUGH BASE RAIL,,, IN 111% INSTALL (2) 1/2 Ox.7"ll.."I.N MINIMUM 3 5/13' EMBEDMENT (TYP,) EXPANSION ANCHORS 8 THROUGH BASE RAIL. /-TS DOUBLE COLUMN MINIMUM 3 5/e' EMBEDMENT TS BASE RAIL NNI co CD f�ijw T, <1 3r 3# z EDGE OF CONCRETE -TSf LACED COLUMN EDGE OF CONCRETE 'TS BASE RAIL SECTION SECTION 'C S sc SCALEi NTS CALET, NTS INSTALL (1) 1/2-'Ox7' 6' EXPANSION ANCHOR (MAX.) THROUGH BASE I RAIL. MINIMUM 3 5/8 EMBEDMENT (y) --TS BASE RAIL oj \-,EDGE OF CONCRETE (u SECTION I DB, - SCALE: NTS, Validity_�[otice I Nlay 2027' NEWTEAM CAR-PORTS,LLC MOORE AND ASSOCIATES DRAWN RYt JG 29 ONIEL STREET KrNGSTON—,NY 124,01 ENGINEERING AND CONSULTING, INC. CHECKED BY, AM -10'-0"x20'-0" HIGH SNOW ENCLOSED STRUCI'URE 'MS,=t"M'IS TK PWMEM'0FNMK AND A=147W,OGDEUUM NO' PROJECT MGRl JRP DATE) 5-1-125 SCALEi NTS 1-Jl3R NO 250LI�S CUMULTDa TW t#VQTHU$t=FNPRCVXT04,COPYM OR OTHERVIM UX'OF "Tm Docto"T IS "MTLY PR0KMnrU NO AW V*W4GD40ft'lMWtVM MAY CLIENTi NTC, �SHT. 7A No SK-3 L�-Voc 0 BE,SURJECT TU LEZOL', ACTMJK BASE RAIL ANCHORAGE OPTION FOR FROST WALL F I . DOUBLE TUBE AND SINGLE TUBE COLUMNS TS C 0 L U M N INSTALL (1) 1 c' x 7" Q ' EMBEDMENT DEPTH) EXPANSION ANCHOR THROUGH BASE RAIL WITHIN E EACH COLUMN, i ` ' EXPANSION J'T. ( ) (TY I,) 10" WWF OR FIBERGLASS FIBERS- Nt i w WITH � STANDARD HOOK c. „�.�rvrvrvrvrvrvrvrvrvrvrvrvrvrvry I 3- , R. Low——4sio- -wo 3 1/2\* #4 2 2 1—ol 0C. (TYP,) COMPACT SUBGRADE CONCRETE STEM WALL SE ANC 2 E' CA ,, N°T COORDINATE 'WITH LOCAL BUILDING CODE AND/ORD REGARDING MINIMUM FROST DEPTH (LENGTH), V it tide Plans E 9 I o 'ate, M�!,y 2027 I NNLW ` A A "°I" ,L .' . M E ND ASS IATE S �a�wN $Yr �G °29 I I I I..STREET ENGINEERING AN CONSULTING INC CHECKED Y� ,r r� '—c�,s �� SNOW NCL .. ftWC00011S Ike R " M W WOW i * u R' PROJECT MM JRP MMI Sr-.- SCAB, , NTS JV0B Newll'1 T' °XVM MAY X SUBJECT M, LEC04 AC CLIENTi NTC 7D DWG. No SK-3REV.) 0 .......................... BASE RAIL ANCHORAGE OPTION FOR FROST WALL FOR LACED COLUMNS .........I.I I ,,���TS LACED CDLUMN INSTALL (1) 1/2'Ox7# Q 5/8' EMBEDMENT DEPTH) EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH COLUMN, ............. 70 1/2' EXPANSION JT, (EJ) (T Y P,) j WWF OR FIBERGLASS FIBERS ke E z #4 @- 12' 0,C, WITH STANDARD HOOK lc> IF 3-#4 E.V 3'p' C LR. #4 @ 21-ol [1c. (T Y P.) COMPACT 21 0 SUBGRADE CONCRETE STEM WALL -U t B E RAIL ,II61N SCALEt NTS C C DORDINATE WITH LOCAL BUILDING CODE AND/ORD REGARDING MINIMUM FROST DEPTH (LENGTH). Validily_Notice, Plans Expiration Date:, I May 2027 NEW"'rEA,M CARVOR'f S,LLC MOORE AND ASSOCIATES DRAWN Vi JG777 29 ONIEL STREET KINCISTON,NY 124�O 1, "0'- x20'-O" HlGfJ SNOW ENCLOSED STRUCTURE ENGINEERING AND CONSULTING -3 0 INC- CHECKED BY, AM JOB $IS �7m,:s VOCILPENT t$, THE PfOVIER", 0=1ATES,CIOMNEEFW461,A" PROJECT MGRl JRP DATE, 2=k?.5... NTS ONlit COPYM OR WNVtV='USE OF 'TWS WWMW 1,$STWTLY P$tOH=r= A"ANY gfltV*UD*NT THEREUPON;MAY CL L�HT. 7E DVG. NO SK-3 EI 0 �JE, Stl=, T TQ UW&ACTMR jMi NTC i I BOX EAVE RAFTER TE END WALL AND SIDE WALL FRAMING SECTIO NS SEE NOTES NOTES (SHEET 3) SEE FOR MAXIMUM (SHEET SPACING; FOR MAXIMUM op" ,. SPACING 4 m 4 q r ID 10 OPENING FOR ROLL-UP 7 5 SA D M WITH HEADER 1D SEE SHEETS 14, 14A AND 14D 19 B B rvrvrvry OPEN ING'FUR PE'RSONKL, D - 1D WITH HEADER TYPICAL BOX EAVE RAFTER TYPICAL BOX EAVE RAFTER END END WALL FRAMING SECTION WALL OPENINGS FRAMING SECTION SCALEi NTS PRIP SC L i NTS NOTE, END WALL COLUMNS SHALL BE THE NOTEi END WALL COLUMNS SHALL BE THE FOLLOWING SIZES, FOLLOWING SIZESi • DOUBLE TUBE (2) 2 1/2'x2 1/2'-14 GA. A DOUBLE TUBE (2) 2 1/2'x2 1/2'-14 GA. COLUMNS FOR EAVE HEIGHTS COLUMNS FOR EAVE HEIGHTS 12'-00 < TO < 2W-0' 12'0' < T❑ < 20'-0• • SINGLE TUBE 2 1/2'x 2 1/2'-14 GA. SINGLE TUBE 2 1/2'x 2 1/2'-14 GA. FOR EAVE HEIGHTS < 12'-0' FOR EAVE HEIGHTS < 12`-0' SEE NOTES (SHEET 3) FOR MAXIMUM TS ROOF RAFTER/SPACING �COLUMNASSEMBLY i I I i GA 60 1D4 6C 6D 11 7 to 6' 7 OPENING FOR WINDOW 13PENING FOR ROLL-UP TH DEADER°AND VtND W R DOOR WITH 1' IE (;LSO APIAD.''EE SEE EA' 9,E.1� 14 I END' AE1 AND 14B I(T Validilly Notice OPENING F';-! WITH HEADER D TYPICAL BOX EAVE RAFTER My 20 7 SIDE WALL OPENINGS FRAMING SECTION SCALE, NTS MOORE AND ASSOCIATES7DRAWN DYi ADRA► t1 BYE �C NEW TEAM CARPORTS,LLC ENGINEERING AND CONSULTING * W" CHECKED BY, AM '_ " '- " HIGH SNOW ENCLOSED STRUCTURE C F�F ,.�ECT h1CRr ,. tP DATE, 5--� E �i8 ND+ BSI"►" LEGAL ACTMKI C �ENTM NTC NT. 8 DiaG. No SK-3 �zv-1 0 CONNECTION DETAILS "7—J�— TS DOUBLE COLUMN A I 7t— -TS COLUMN TS CHORD r-MINIMUM 6' LONG, I f MINIMUM 14 GA., CONNECTOR SLEEVE SECURE WITH (4) TS LACED COLUMN 1*12-14x3/4' SDF'S EACH (TYP,> ,e—,MINIMUM 6' LONG, CONNECTOR 3/16 MINIMUM 14 Gk, MINIMUM 6' LONG, SLEEVE TO CONNECTOR\, 3/16 CONNECTOR SLEEVE MINIMUM 14 GA., SLEEVE TO SECURE WITH (8) 3/16 11-11� CONNECTOR SLEEVE. BASE RAIL 3/16 412-14x3/4' SDF'S TYP 0 0 BASE RAIL 3/16 TYP 3" SECURE WITH (4) >3/16 #12-14x3/4' SDF'S > EACH (TYP-) TS CONTINUOUS' 10 TS CONTINUM4 3/16 ClINN'lECTUR BASE RAIL `7 BASE RAIL SLEE VIC""to ,BASE RAIL 0 0 Typ TS CONTINUOUS 0 BASE RAIL COLUMN/BASE RAIL COLUMN/BASE RAIL CONNECTION DETAIL CONNECTION DETAIL 3A SCALE, NTS 3B SCALE, NTS 3/16 3/16 3/1� TS C BASE COLUMN/BASE RAIL )is C 3 CONNECTION DETAIL SCALE, NTS -11-100 TS CHORD TS LACED COLUMN TS DOUBLE�- COLUMN MINIMUM 6' LONG, -TS ROOF RAFTER MINIMUM 6' LONG, (CORNER> MINIMUM 14 Gk, ,4 % 11-11, MINIMUM 14 GA., CONNECTOR SLEEVE, N 3/16 CONNECTOR SLEEVE. SECURE WITH (4) TYP S SECURE WITH (4) CONNECTi�3/16 #12-140/4' SDF'S 3/16 EACH (TYP,) 412-14x3/4' SDF'S SLEEVE TO I EACH (TYP.) BASE RAIL/00 3/16 2'x2'x2' 14 GA. CLIP 2'x2'x2' L4 GA. CLIP TYP ANGLE SECURE TO RAFTER,COLUMN AND N ANGLE SECURE TO BASE PAIL V"ITH (4) CONNECTOR S 3/16 RAFTER COLUMN AND 2'x2'x2' 14 GA. ANGLE 0 SLEEVE TO 3/16 BASE RAIL WITH (4) CLIP SECURE TO BASE RAIL, #12-14x3/4' SDF'S COLUMN AND RAFTER TYP WITH (4) #12-14x3/4' TS CQN'T'ItAJOUS ------- SDF'S, (2) ON TOP BASE RAIL AND (2) (IN SIDE TS END COLUMN ....... TS CONTINUOUS BASE RAIL END COLUMN/RAFTER END COLUMN/BASE RAIL END COLUMN/BASE RAIL CONNECTION DETAIL CONNECTION DETAIL CONNECTION DETAIL �4 5 SCALD NTS 5A SCALEiNTS CALE, NI'S 1141 TS COLUMN (CORNER) MINIMUM 6' LONG, MINIMUM 14 GA., CONNECT13R SLEEVE. TS END COLUMN IN SECURE WITH (8) OR COLUMN CONNECTOR 3/16 lt12-14x3/4' SDF**S SLEEVE TO rxZ`xZw 14 GA. ANGLE BASE RAIL 3/16, -x? CLIP SECURE TO C13LUMN 2'x2 -- 14 GA. CLIP 3/1( 3/16 ANGLE SECURE TO AND HEADER WITH (4> RAFTER COLUMN AND 1*12-14x3/4' SDF'S BASE RAIL WITH (8) 412-14x3/4' SDF'S .. ................. .............. Valid*!y Notice R RAIL �alp,G1911T '027 TS CONTINUOUS I May 2, BASE RAIL HEADER, WINDOW RAIL END COLUMN/BASE RAIL OR GIRT TO COLUMN C ONNECTION, DETAIL CONNECTION DETAIL 1 5B SCALE, NTS SCALE, NTS NEW TEAM CARPORTS,LLC DRAWN BY, JG 29 ONIEL STREET MOORE AND ASSOCIATES KINGSTON,NY 12401 301-01'xW-011 HIGH&%NOWENCLOSED STRUCTURE ENGfNEER]ING AND CONSULTING, INC. cHF-cKED BY, Am WWMoff IS TK PMnM,,TY W HMW AO AUMUTU M004MW46 100 PRaJECT MGR, JRP AM 5-1-25 coNsMTM TW UWTMR= ROMItaivam,COPYM,W 0THCRV,=USE OF I M 000tMW is STIMTLY NOW="AW 0"MI04W T"MMUPM MAY HT. 9 DWG. �0 SK-3 V.1 0 K su&xclr TO LMAL AcrlmK ICLIENTi NTC CONNECTION DETAILS —TS END COLUMN TS END COLUMN OR COLUMN OR COLUMN ""'O—TS END COLUMN 14 GA. ANGLE P-"x4?"'x2' 14 GA. ANGLE 7"' OR COLUMN CLIP SECURE TO COLUMN CUP SECURE TO COLUMN 100111, AND HEADER WITH (4) AND HEADER WITH (4) 14 GA. ANGLE r"r12-14x3/4' SDF'S, NEAR #12-14x3/4' SDF'S, NEAR CLIP SECURE TO COLUMN SIDE AND FAR SIDE SIDE AND FAR SIDE AND HEADER WITH (4) 142-14x3/4' SDF'S -b4l TS DOUBLE HEADER (FLATVISE> OR LACED HEADER (FLATWISE) TS QUADRUPLE HCAMP=UAAC",� TS DOUBLE HEADER DOUBLE HEADER (FLATWISE) OR LACED DOUBLE HEADER HEADER (FLATWISE) QUADRUPLE HEADER TO COLUMN TO COLUMN (SQUARE) TO COLUMN 6A CONNECTION DETAIL, �'B CONNECTION DETAIL CONNECTION DETAIL, SCALD NTS 6"B SCALE, NTS 6C SCALD NTS rS END COLUMN OR COLUMN TS COLUMN 'TS COLUMN 14 Ok ANGLE CUP I SECORE, TO C'01-014N AND KAZW,'R MINIMUM 6"LONG, KNI'MI)M 71V I )'r WITH(0 #'lZ-I,4x'3Y'4" SVF"'S� CX21"'X2! 14 GA, ANGLE NEAR SIDE AND,FAA,SILDE,' CONNECTOR 3/16 14 G4., CUNNEC"'TOR, SLEEVE' CUP SECURE TO COLUMN (Typ�> SECURE EACH: Wl"TH!W) AND HEADER WITH (12) SLEEVE TO .........— 0,12-14,x3/4" SDF`S'� #12-14x3/4' SDF'S (TYP,) COLUMN 3/16 NEAR SIDE A140 F � SIDE F- 4p F VZ�IR S I'l I (Typ> gN #1 D 2 > w ui w C:4 L'ZJ i- X r:r z 10" (4 a- ,L Ld C4 Li C3 4w, w Uj Li C3 ........... pq —1�7T�n n v i \—TS' 00UHLE BOXED LACED HEADER N—TS LACED HEADER LACED READER LACED HEADER DOUBLE LACED BOXED LACED TO COLUMN HEADER TO COLUMN HEADER TO COLUMN 'U L F) C 1 6 D CONNECTION DETAIL 61E CONNECTION DETAIL CONNECTION DETAIL -C '� SCALEt N'TS 6,IF s-c� -. NTS SCALE� NTS SCALE TS HEADER TS COLUMN'--"k�j P-'x2'x2' 14 GA. ANGLE MINIMUM 6- LURC, MUql;MJ CLIP SECURE TO COLUMN (EACH SIDE) AND RAFTER 14 GA.,CUMOMTOR'SLE VE CHORD/RAIL WITH (4) SECURE VITH(8) #12-14x3/4' #12-14x3/4' SDF'S, NEAR SDF'S TS END COLUMN OR DOOR/VINDOW SIDE AND FAR SIDE (AS CONNECTOR FRAME COLUMN APPLICABLE) SLEEVE To 3/16 NOTEi AT DOOR/WINDOW RASE RAIL>3/16 0, OPENINGS, COLUMN SHOULD BE FLUSH WITH RAIL END. M HEADER,RASE- CLIP COLUMN TO RAIL RAIL,.OR ViND01v ONLY ON SIDE OPPOSITE Yalldily Notice RAIL THE OPENfNG, Plans.��= �rafion Date, COLUMN TO HEADER, TS CONTINUOUS BASE RAIL 2�027 BASE RAIL., OR COLUMN/BASE RAIL WINDOW RAIL 8, CONNECTION DETAIL C06NNECTION DETAIL StAtEi, NTS S SCA'Ll CALE: NIS .................. I MINNOW BRAWN BY'i JG NEW TEAM CARPORTS,LLC MOORE AND ASSOCIATES 29 ONIEL STREET ENGINEERING AND CONSULTING INC KINGSTON,NY 12401 �C :CKED BY, AM -)0'-0"x20'-0" 1-11GH SNOW ENCLOSED STRUCTURE TM MCUWW t-3 TW PRaPOM' tF MMK MD ASSOCIATES EMW4XR'lNG AKD i PR13JECT MGRl JRP CONUXTM TW t#Wn43ra=REPRtMWTM,CO"Mo OR mlotvm um& mmm DATO S LJOB N ......2!5051S TM DWAOff IS SMCTLY PROHOrM AND ANY WIMMOff THEPEUPON MAY 2E WRXCT TO!LEGAL ACTM CLIF NTC T DW SK-3 IISH . 10 1 vj 0 11110A� OWN CONNECTION DETAILS, 3,42" TS DOUBLE RAFTER TS SINGLE RAFTER .12 T'S DOUBLE RAFTER N 3/16 3/16 TS RAFTER TS STRUT 3/16" 3/16 TS STRUT TIE TS RAFTER TS RAFTER TIE TIE RAFTER TO STRUT RAFTER TO STRUT RAFTER TIE CONNECTION DETAIL CONNECTION DETAIL CONNECTION DETAIL A 10 SCALE; N,"TS SCALD NTS SCALE.* NTS HEADER "r3/16 CONNECTUR I IMP SLEEVE TO 3 3/ OMER 16 \�T'yp TS COLUMN OR /,TS SINGLE RAFTER DOOR/WINDOW ,,-MINIMUM 6' LONG, FRAME POST \, MINIMUM 14 GA,, TS RAFTER CONNECTOR SLEEVE. SECURE EACH WITH (8) TIE #12-14x3/4' SDF"S, L TS HEADER OR- NEAR SIDE AND FAR SIDE BASE RAIL (AS APLLICABLE) (TYPJ 43' 1-11---------------------- COLUMN TO HEADER RAFTER TIE OR N BASE RAIL CONNECTION DETAIL 1'0 A, CONNECTION DETAIL SCALEE, NTS S CC,A L EE!t N TS (11ND� Validi v Notice pljgni_����� IM,ay 2027 NEW TEAM CARPORTS,LLC MOORE AND ASSOCIATES DRAWN BYi JG 29 ONIEL STREET KINGSTON,NY 12401 .30'-O"x2O'-O" HIGH SNOW ENCLOSED STRUCTUR-FE, ENGINEERING AND CONSULTING, INC CHECKED BY, AM . ..... N LEV JCALE�11,lww CNT' IS, THE PROFVkTY"OFMOOK AM ASSUCIATM ENMEMM''AM I PRIIJECT MGRi JRP D A 04WTK"t=pMPRapXTMK CUPYM,.CRI,OT)VW=USE OF fc vwci., ND SK-3 0 IKES DOCLO04T 1,S'37R I Y PRMMnTD NO AW DOVINGDIEW THEREUPON MAY 'X UXJEClr' TO LEGAL,ACTIM LIEN1 Tc ..........---------- BOX EAVE RAFTER VERTICAL ROOPSIDING OPTION (TYP�) FLASHING -6 4 -(T Y-_P5 TYPICAL END ELEVATION TYPICAL SIDE ELEVATION VERTICAL ROOF/SIDING VERTICAL ROOF/SIDING SCALEII NTS SCALE, NTS 29 GA. GALVANIZED KTAL RMr- V-10 GAUGE HAT SEE NOTES AND WALL PANELS F"AS1 E,M-'D T 0 CHANNEL SPACED AT (SHEET 3) PURLINS AND GIRTS 2"-6* DIC4' (MAX.) FOR MAXIMUM SPACING .................. EEEI �6 V-10 GAUGE X=7, --- HAT C14AW-PEL (TYP.) (Typ') JS GIRT SPACED AT OZ.(MAX.) ............... TYPICAL SECTION TYPICAL FRAMING SECTION VERTICAL ROOF/SIDING OPTION VERTICAL ROOF/SIDING OPTION SCALE, NTS WITH TS GIRTS SCALEi NTS NOTEj HAT CAHNNELS GIRT CAN BE USED AS AN OPTION SPACED AT 4'-0' D,C, (MAX,) AND FASTENED TO EACH COLUMNS WITH (2) 412-14x3/4' SDF'S. 1' 18 GAUGE HAT CXNEL FASTENED TO EACH RAFTER/COLUMN WITH (2) #12-14x3/4' SDF'S Pl,,ans Expiration Date",," PANEL ATTACHMENT "I Maj� 20,27 (ALTERNATE FOR VERTICAL RE)OF PANELS) SCALE, NTS NOW -111m"ll D�WN BYi JIG NEW'VEAM CARPORT'S,L-LC MOORE AND ASSOCIATES 29 ONIEL S'FREET KINGSIDN',,NY 12401 ENGfNEERING AND CONSULTING INC., CHECKED BY, AM x20"-0" HIGH SNOW ENCLOSED S'FRUCTURE TK�3 '=**W J,,S TW P002IMTY Or MMK WO 00='IATE't''Ehl��m Am, PR13JECT MGRt JRP ADAJ Sg& CONSMIM TW,UKWTHOR=�lRv)mmxTmNo ical P10401 W 0,T'HCRV=U= OF NTS JOB NO 25051S TK13 DOOJWW IS STRIMY PFKIM�r=AM,AW DOVIIHMMIT THEMUPON MAY Ic SUBJMT TU L&GAL,ACTUK 0 CLIENT, NTC 13 'D' WG. No SK-3 SIDE WALL HEADER OPTIONS FOR TS LACED COLUMNS NOTE, HEADER DESIGN DOES NOT TAKE,IN TO ACCOUNT ADDITIONAL ROOF LOADING FROM ATTACHED LEAN-TO STRUCTURES, NOTE, SINGLE TUBE HEADERS CAN BE USED FOR FRAME-OUTS THAT DON'T CUT COLUMNS, V-00 ,,,--TS CHORD T's" BOXED V-8' D.C. (TYP,) LACED HEADER S DOUBLE LACED HEADER (FLATWISE) CHORD ..",,,—TS CHORD @ 11-8' OrC. (TYP,) 11-8' O,C. (TYP,) CD ­TS LACED HEADER 3/16 12, (FLATWISE) .,0 w TYP El 3/16 3/16 T Y P 3/16 3/16 /TYP HEADER DETAIL FOR HEADER DETAIL FOR HEADER DETAIL FOR 11'-0,ff < LENGTH < 16-f-0& 6--0` < LENGTH j LENGTH < 6'_0o SCALE, NTS SCALEi NTS SCALE, NTS END WALL HEADER OPTIONS FOR TS LACED COLUMNS NOTE, HEADER DESIGN DOES NOT TAKE IN TO ACCOUNT ADDITIONAL ROOF LOADING FROM ATTACHED LEAN-TO STRUCTURE& NOTEi SINGLE TUBE HEADERS CAN BE USED FOR FRAME-OUTS THAT DON'T CUT COLUMNS. —­JS CHORD P_ 0, TS DOUBLE LACED 10' HEADER (FLATWISE) TS CHORD @ 1E-8' D.C, (TYR) 3 I .'a LACED HEADER (F - LATWISE) 3/16 3/16_ 1 TYP 3 _ TYP HEADER DETAIL FOR HEADER DETAIL FOR 9"-0,v < LENGTH < 16"-0# LENGTH <_ 91-00 SCALEi NTS SCALE, NTS Plans Ex iration I MaL?0,2T N'I uRTS,' W TEA1*0 CARP DRAWN BY, JG 29 ONIEL STREET MOPE AND ASSOCIATES KINGSTON,NY 12401 30x20GH SN ENLOSED STRU , ENGfNEERING AND CONSULUNG, INC., CHECKED BY, AM '-0" '-0" HI OW C CTURE T THE �-1-25 C�Sm Doetw1wr is, , PWMTY'0F NOOK, NO AS=IATM E)oGb*mZm AM PROJECT MlGRl JRP DATE, NTS,,. C%mLrm,Tw uNlmnmmn o,Rmqmxroq,, copym w mm;nn= USE w TM:DOCUMENT IS MZMY P90431M AM AW, DflW*M4EMTTlHEAELPW MY ISHT. 14 DWG. PO SK-3 EVE 0 3 SE,SIU1=11r,M I EGN ACTM CLIENTi NNTC SIDE WALL HEADER OPTIONS FOR. TS DOUBLE E COLUMNS NOTE, HEADER DESIGN DOES NOT TAKE IN TO ACCOUNT ADDITIONAL ROOF LOADING FROM ATTACHED LEAN-TO STRUCTURES, NOTE, SINGLE TUBE HEADERS CAN BE USED FOR FRAME-OUTS T CUT COLUMNS, ITS DOUBLE LACED HEADER S DOUBLE CHORD 1` D.C. TY ,) -1� Ij 3-1 T'Y P CD :-1 _ TS DOUBLE //_3 TS QUADRUPLE HEADER HEADER (SQUAT E) FLATWISE) T"YP /1 E 3-I3::"F2,7( HEADER DETAIL FOR HEADER DETAIL FOR HEAD ER DETAIL FOR 10'-0' < LENGTH 16'-0' 6'-0' < LENGTH <1 20'-0' LENGTH <, 6/--0' SCALE] NTS SCALEi NTS SCALE: NTS .END WALL HEADER OPTIONS FOR. TS DOUBLE COLUMNS NOTE: HEADER DESIGN DOES NOT TAKE IN TO ACCOUNT ADDITIONAL ROOF LOADING FROM ATTACHED LEAN-TO STRUCTURES, NOTE, SINGLE TUBE HEADERS CAN DE USED FOR FRAME--OUTS THAT DON'T CUT COLUMNS, --1 S-1P , T DOUBLE HEADER' ITS QUADRUPLE (ELATWISE) HEADER (SQUARElo' E) 3-1 2 X_ HEADER DETAIL FOR HEADER DETAIL FOR 9'-0' < LENGTH 1 '-0' LENGTH < 9'-0' SCALE: NTS SCALES NTS Validiby Notice lan Ex ' i i NEW .��., ,,C M ORE AND ASSOCIATES 7c. ��Arrr� �Y� ..,�� IEL STREET �" ENGINEERING AND CONSULTING I � )�� ��, 401 S ' 12 CHECKED BY, AM 0'-0 x20' 0" HI H�`"NOW ENCLOSED 'T �T °[ _� " " tr M=M AM ASWJAM E4w �' ECT � .,� '` �' ATE '► -� C � � � r W M MTV JOB MAY SUDJECT M LEGAL ACT 1. CAI NTi NTC HT. I DWG, 10 SK-3 V 0 SIDE WALL HEADIER OPTIONS FOR TS SINGLE COLUMNS NOTEi HEADER DESIGN DOES NOT TAKE IN TO ACCOUNT ADDITIONAL ROOF LOADING FROM ATTACHED LEAN-TD STRUCTURES, LACED HEADER JS DOUBLE LAC ED HEADER LACED HEADER TS CHORD 2 TS DOUBLE CHORD Z. T"YR', S CHORD V-8' O.C� (TYP�) %D ­4 6 .11­1-1/ T Y P 3/16 fE, 11 CD e 3/16 �TYP 3/16 V 3/16 Typ 3/16 HEADER DETAIL FOR HEADER DETAIL FOR HEADER DETAIL FOR 13"-0'v < LENGTH 16'-0'f 12/-0f < LENGTH 13`0`� 7"-0" < LENGTH 12`-0'ff� SCALE, NTS SCALD NTS SCALE; NTS .,­TS DOUBLE HEADER TS HEADER 3-12 LIP HEADER DETAIL FOR HEADER DETAIL FOR 4,f-0# < LENGTH j 7/-0'r LENGTH < 41-00 SCALE, NTS SCALE, NTS END WALL HEADER OPTIONS FOR TS SINGLE COLUMNS NOTE, HEADER DESIGN DOES NOT TAKE IN TO ACCOUNT ADDITIONAL ROOF LOADING FROM ATTACHED LEAN-TO STRUCTURE& yp ,,—TS DOUBLE TS, QUADRUPLE HEADER TS HEADER HEADER (SQUARE) 3-12 3-12 HEADER DETAIL FOR HEADER DETAIL FOR HEADER DETAIL FOR 13,f-0'v < LENGTH < 16'—O'r 7'-00 < LENGTH 1-00 LENGTH < 7/_0& SCALES NTS .................... SCALE: NTS SCALEi NTS Validit Notice P la 2Ls NEW TEAM CARPORTS,LLC DRAWN Vi JG 29 ONIEL STREET MOORE AND ASSOCIATES KINGSTON,NY 12401 30-0 x20A" HIGFI SNOW ENCLOSED STRUCTURE ENGINEERING AND CONSULTING INC., CHECKED Vi AM owl MI. I JOB 5051s M ',WCtMDff' 'M TW,P$WVM OF"MWM' AM A=tAlW DM*ERM W PROACT MGRi jRP 5.-I-P-5 SCALE, ; .T.JMCB N 2 ............. �cagswTm,Tw uoomp=D, DF llwm b0aimm M STRx'"fLy, PF0(tatm AM 14AY SHT. 148 ]DWG, �o SK-3 0 le StSACT ml LEGAL AcTm CLIENT, NTC