Loading...
HomeMy WebLinkAbout39914-ZTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL. (631) 765-1802 FAX: (631) 765-9502 S outholdTown.NorthFork.net BUtDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health _,m, 4 sets of Building Plans_ Planning Board approval PERMIT NO. _ Check.,,,,,,,_ Septic Form N.Y.S.D.E.C. Trustees,_ Flood Permit Examined20 ✓ Storm -Water Assessment Form -;r `i Contact: Appm ed_... .20 M -Lie. _ -...,. Disapproved a c Expiration Phone :L tiu-1J4w I s ..5e.Jft Ourlti.0 ,Inspector APPLIt1:A" ON FOR BUILDING PERMIT c' aJ f Date C.. - ��? 20lc� INSTRUCTIONS a. This 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. State whether applicant is owner, lessee, agent, architect, Name of owner of premises s t (Sig .ire of ^^ �jI ant ob ame, if a corporation) . Eq 1 eo 7, ( ailing address o'iapplicant) Ji'l—ti engineer, general contractor, electrician, plumber or builder (As on the tax If applicant is a corporation, signature of duv authorized officer (Nf corporate officer) Builders License No - 4—. 64-1- . ....... ............ Plumbers License No, Electricians License No.— �ww Other Trade's License No. NA or latest deed) 1. Location of land on which proposed work will be done House Number Street Hamlet y p t._�" ._n..... Block p— _._. ....:....Lot _._._._. Subd vision Ma No. 1 t)1) Section Filed Ma NTo, Lot 2. State existing use and occupancy of pren-iises and intended use and occupancy of proposed construction: a. Existing use and occupancy.:" b. Intended use and occupancy 3. Nature of work (check which applicable): New Bufldin&,!L--?_ .—Addition—.—.—Alteration -..—.- Repair ..-Removal ...—Demolition--- —Other Work (Description) 4. Estimated Cost op( Fee (To be paid on filing this application) S. If dwelling, number of dwellitir units ,-----Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing st;trrr-es, if any: Front-.. Rear- - HeightNumber of Storii i c Dimension ;�of Sam rUCtUre with alterations Or a ons: Front Depth Height- Nurnbe Stories--�� 8. Dimensions of entire new construction: Front Depth ZZ Height ----A.!Gj Number of Stories—A��t- 9, Size of lot: Front Rear ­_4 Depth 10, Date of Purchase ----Name of Former Owner -- 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 K_ NOWillexcess fill be removed from premises? YES— NO iC 14. Names of Owner of premises _61L04ddress Phone No. !9A � Name of Architect-) kV -4- Name of Contractor '�N ddress C&3�Phone No. 15 a. Is this property within too feet of a tidal wetland or a freshwater wetland? *YES0 -N * 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 cover ants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF_SqMl�j duly swom, deposes and says that (s)beis the applicant Name of individual signing contract) above earned, (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 knowledge and belief, and that the work will be perfon-ned in the manner set forth in the application filed therewith. Sworn to before me this kh day of 20 TRACY L. YEy EY NER .Pun C mm OF NEW NO.01DWISM900 JL ' c QUALIFIED IN SUFFOLK COUN COMMISSION EXPIRSS JUNE 30.221-6. CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu Of such endorsement(s). PRODUCER CONTACT Aon Risk services Central, Inc.,. NAME .. g HO�dE 83-7122 AL.,r.c..l; (800) 363 0105 2Ewrlj" (866} 2.. Chicago IL office East Randolph E-MAIL (, Chicago IL 60601 USA ADDRESS: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INSURER(S) AFFORDING COVERAGE NAIC # INSURED INSURER A: Zurich American Ins CO 16535 Morton Buildings. Inc. INSURER B: American Zurich Ins Co 40142 252 vilest Adams Street CLAIMS -MADE OCCUR IT ..... .. $1 000, 000 Morton IL 61550 USA INSURER C: Great American Insurance Company of NY 22136 INSURER D: $50,000 INSURER E: $1,000,000' .. GEN'L AGGREGATE LIMIT APPLIES PER: INSURER F: $2,000, 000 COVERAGES CERTIFICATE NUMBER: 570055182758 REVISION NUMBER: EXCluded'. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES- LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested TYPE OF INSURANCE INISU VIVID POLICY NUMBER WMID01YYYY1 TfAMIDDNYYYTLIMITS -LTR A X COMMERCIAL GENERAAL� LIABILITY GLO'U-':.. 6 1 1> t i 5 EACH OCCURRENCE $2,000,000 CLAIMS -MADE OCCUR IT ..... .. $1 000, 000 �a PREMISES (Ea acccurre MED EXP (Any one person) $50,000 PERSONAL &ADV INJURY $1,000,000' .. GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000, 000 POLICY LOC PRO �...� PRODUCTS - COMP/OP AGO EXCluded'. OTHER: A AUTOMOBILE LIABILITY BAP 9376314 11 10/01/2014.....10/01/2015 COMBINED SINGLE LIMIT $2,000,000.. Ea arcldPm) X ANY AUTO BODILY INJURY ( Per Person) BODILY INJURY (Per accident) ITITIT�mmmm ALL OWNED SUIEDUI IL -`D AUTOS AWO.i - X HIRED AUTOS X1 NON'1FUNF.-.1.1 PROPERTY DAMAGE E (Per accident) AUTOS C X UMBRELLA I x OCCUR ta111�es UMRrel 1.0/01 2014 10/ 1/2015 EACH OCCURRENCE $2 , 000, OOO umb 1 a Li obi 1 i t AGGREGATE $2,000,000 6 EXCESS Lws CLAIMS-MaDE ...._ �, pp p py y per policy ter s & condi'" ions DED X RETEfk"r'rord B WORKERS COMPENSATION AND WC937631111 10/01/2014 10/01/2 15 X FFiTTur1 � �ORTH• EMPLOYERS° LIABILTTY r f N. AOS ....� ,.. ........... ......... ..... A ANY PROPRIETOR/ PARTNER I EXECUTIVE NIA wC437631211 10/01/2014 10/01/2015 E.L. EACH ACCIDENT $1,000,000 OFFICE EMBER EXCLUDED? (Mandatory In NH) Retro®VPI, MA, EXcl ON ..._.. E.L. DISEASE -EA EMPLOYEE .� $1,000,000. IF yes, describe under DESCRIPTION OF OPERATIONSbelowr ........................................ L. DISEASE -POLICY LIMIT __.. S1,000,000 DESC:RiPTMN OF OPERATIONS I LOCATIONS I VEHIC�L-FS (ACOPD 767, Ada l�ionnl Remarks Schoduie„ may be anae.Faed if more space is recilmred) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATET REOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold AUTHORIZED REPRESENTATIVE Po Box 962 Cutchogue NY 11935-1146 USA 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD Ia. Legal Name & Address of Insured (Use street address only) 1b. Business Telephone, Number of Insured 309-263-7474 Morton Buildings, Inc. 252 W. Adams Street I c, NYS Unemployment Insurance Employer Morton, IL 61550 Registration Number of Insured 1532342 Work Location of Insured (Only required if coverage is specifically Id. Federal Employer Identification Nurnber of Insured Ifinited to certain locations in ATew York -State, i. e, a Wrap -Up Policy} or Social Security Number 37-0347310 I ��M LWX&='j!Lj MaN girgIRMI IIALWgy 14 110fla I= 3a. Name of Insurance Carrier American Zurich Insurance Company 3b. Policy Number of entity listed in box "Ia" WC 9376311-11 3c. Policy effective period 10101/14 to 10/01115 3d- The. Proprietor, Partners or Executive Officers are 0 included. (Only check box if all partners! kers included) E] all excluded or certain partnerstofficers excluded. This certifies 'that the insurance carrier indicated above in box "T' insures the business referenced above in box "la�' for workers' on the INFORMATION PAGE of the ivorkers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity fisted above as the certificate. holder in or with in 3 0 days IF there are reasons other than nonpayin ent ofpreinjums that cancel the policy or eliminate the insuredfi-om ill thisform is approved by the insurance carrier or its licensed agent, or antil thepoficy expiration date listed in box "3e earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be he rl 011, er 32 itb 9, Zweruh—cat—For-Noricers- Cumpen nur xt U U.L coverage requ irements of the New York State Workers' Compensation Law. I'll, 11 .11P. 'nT"I 7"j, 71210V 11111115 above and that the named insured has the coverage as depicted on this form. Approved by: Kelly Cada (Pq'ut aml 0 �If Mill '� 'epresentative or licensed agent of insurance carrier, Approved by: 10-01-14 (8 j pa tl� Ko) (Date) Title: Vice President -Enterprise Support Specialist Telephone Number of authorized representative or licensed agent of insurance carries 847-605-6914 Please Note: Only insurance carriers and their licensed agents are authorized to issue Forn? C-105.2. Insm-ance brokers are NOT authorized to issue it. C-105.2 {9-07) www.wcb.state.ny.us: Workers' Compensation Law 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shal I not issue such permit unless proof duly subscribed by ZD an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. No herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed, I The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for M J, C-105,2 (9-07) Reverse ST—&" Ff-, 0 F 1,TE, W Y 0 RK WORKERS CO'MPE, N-SATION BOARD CERTIFICAXE OFLN-KRANCE COVER-kGE U-N-DERTHE NYS DESABU JITY BE-NEMSIAW . . . ..................... . ............. ® To be compAc(m) by Disability Benefits Carrier or Licensed 1qsurance_A_ge[q_qf that Carrier I a- Leaal Name and Address of Jnswed (Use street address only) 4� Morton Buildings, Inc. 252 West Adams Street Morton, IL 61550 Mv• lb. Business Telepbone Number oflusured 309-1-63-7474 l.c. NYS Unernploymeat InsuranceEmployer Regis .trat n io. NTimb-or ofhisured 153234-2 Id. Federal Employer Identification Number of Insured or Social Security Number 37-0347310 3a. Name of Insurance Carrier American Zurich Insurance Company 3b. Policy Number of entity listed in box "la": WC 9376311-11 - 3c. Policy effective period: 10-01-14 to 10-01-15 4. Policy covers: a. All of the employer's employees eligible under the New York Disability Bene% Law b. Only the following class or classes of the employer's employees: that the named insured has NTYS Disability Benefits insurance coverage as described above. Date Signed: 10-01-14 By: t (Signature of insur.ce tatwc or NYS Licensed Insurance Agent ofd= insurance carrier) Telephone Number: 847-605-6914 Title: Vice President -Enterprise Support Specialist IMPORTANT: If box "4a" is checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent ofthat carrier, this certificate is COMPLETE. Mail it directly to the certificate holder. If box "01, is checked, this certificate is NOT COMPLETE for purposes of Section 2ZO.. Subd. 8 of the Disability Benefits Lmy. It must be mailed for completion to the Workers. CoTpTd Vm-w York t2207. PART 2. To be completed bv NYS Workers' Compensation Board (Only if box 4b" of Part I has been checked) State Of New York According to informalion maintained by theNYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability Benefits Law with respect to ail of hisiher employees. LIEMEM ums�� By, W (Signature of NYS Workers' Compensation Board Finployee) Please.Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and -NYS licensed insurance agents o f those insurance carriers care avehorizedtet issue Form .DB -120.1. 1.nsurawe brokers are XOT authorized to issue this fort::. MMEMMMEM Additional]. Instructions for Form DB -120.1 By signing this form, the insurance carrier identified in box "33" on this form is certifying that it is insuring the business referenced in box "la" for disability benefits under the New York State Disability Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance To the entihr listed as the certificate holder in box. "T'. This Certificate is vacid for the jgfg!E�eyear after this furan is approved by the insurance carrier or its licensed regent, or thepolicy enyiration date listed in box "30. Please Note: Upon the caacc-1hion of the disability benefits policy indicated on this, for®, if the business continues to be named on a permit. license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate o Disability Bene:5ts Co)?eragge or other authorized proof that the business is complying w' Ach the mandatory coverage requirements of the Ne,.v York Stale Disability Benefits Law. §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection -writh any work involving the employment of employees in employment as "I, JWM&Wja��Uwwf M*1_1 permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. Nothing bereirl, however, shall be construed as creating any liability on the part of such state or municipal department board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to as defined in this article, and notwithstanding any general or special statute requiring or authorizing any such contract, shall not em form satisfactory to the chair- thatthe Davment of disabilitv benefits for all enroloveimlas-beeor secured as-*rov,4,,ed Ulm-4jugs"AAMM DB -120.1 (5-06) Reverse 4_ ---)cott A., Russell J SUPERVISOR SOUTHOLD TOWN HALL - P. O. Box 1179jf 0 53095 Main Road - SO OLD, NEW YORK 11971 TAN N W106111 711 A 1-1 A G I E V711 I EM'l I Town of Southold DOF,S 'FIIIS PRc)jEcr INVOLVE, ANY' OF I'HE F011,0WING: (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E191 C. Sitepreparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. Site preparation within the one -hundred -year floodplain as depicted on FIRM Map of any watercourse. E]( FInstallation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered 'YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. .EEL= (Pyopefly Owner, Design Professional, sjona�, Agent, Contgactoi-, OT ter) S-C.T.M. 1000D�sT , ict NAME: Section ff� (�T LoTt" 771' 1F, LY —I Contact Infai rnatiorr. Property Address / Location of'Construction Work: AeP -D .. . . .... . W'D 44LLL' i�OWVI " �.,31VICP '10SIMAY20H Reviewed By: —"— Date E ,A'ppy oved for processing ffi.idding Permit. -ed- torniwater Managemeni Controtl Plan Not Requif Stormwater ManagenienControl Plan is Required. (Forward to Engineering Depaomew lor Review.) q Im I f+l y^ Ln o In er/ li II� 1< ri N rl N d n .4 b _. e 41, rr r^ a Ver' I ly ,W7 N,'ufA N H r I �N°" a o° a '* 4+H In w I HIM OoeA ! J,�"" ✓^" IY .i � 1 ►1 them# rrV."y uNl In N„w S �N NOn N O q � to o J, !� 14 tijr'✓ W� � n m Nti A >� U :q .nR 9, r0 W 1 �{ ome ac �� 1 r 1 r I d ! I burl 4 f 4 ti ggryy¢y¢yk�'I b o I l I I{{ x11771 G65� i, y r �xr r 1 N I bSKf In 4in N g� ~ m % .,. II N d ra iw I (y Wq � Nrl 4M Y 1 b Pw7 E1 co W N 0 z 4 x 0 410 b+ 0 444 O 1 (d i a wwun rusty 128045059 Rl HO 1-3-8 QuanTYPe P Right Span Pl-Hl Left OH Ri t OH I Engineering 1 ZRC44 210900 7 0'.60'4401WAV46 . #11.25x11.25 C .,.�.........-......._..._._..,..«.,..�.....�,� .. ...w.....- P1-9-0 ......,._.a .. .v.,. .......m....�_-.,-_._.....-.. ,_i EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLATE MDNITOR MiTeke Online Plus - Online Plus -- Version 30.0.033 TC V 0 RUN DATE: 10 -JUN -15 TC N 0 TC V 0 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.57 2x 8 SP -#1 BC 0.69 2x 8 SP -#1 WB 0.76 2x 4 SP -#1 WG --- 2x10 SP -#1 Brace truss as follows: O.C. From To TC 24,01, 0- 0- 0 21- 9- 0 BC 60.01, 0- 0- 0 21- 9- 0 psf-Ld Dead Live TC 7.0 17.0 BC 2.0 0.0 TC+BC 9.0 17.0 Total 26.0 Spacing 90.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.00 Fc=1.00 Ft --1.00 BC Fb=1.00 Fc=1.00 Ft --1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 2121 2042 U 1040 R E 2121 2042 U 1040 R Jt Brg Size Required A 5.5" 2.5" E 5.5f1 2.511 LC# 2 Dead Load Check Dur Fctrs - Lbr 0.90 Pit 0.90 plf - Dead Live* From To TC V 53 0 0.0' 21.8' BC V 15 0 0.0' 21.8' LC# 3 Wind From Left Dur Fctrs - Lbr 1.60 Pit 1.60 plf - Dead Live* From To TC V 45 128 0.0' 21.8' BC V 30 0 0.0' 21.8' TC N 0 APPROX -128 98 -128 168 LC# 4 Wind From Dur Fctrs - Lbr 1. plf - Dead Live* From To TC V 45 128 0.01' 21.8' BC V 30 0 0.01 21.8' TC V 0 -128 0.01 10.9' TC N 0 -86 0.01 10.9' TC V 0 -128 10.91 21.8' TC N 0 80 10.91 21.8' LC# 5 Wind From Right Dur Fctrs - Lbr 1.60 Pit 1.60 plf - Dead Live* From To TC V 45 128 0.0' 21..8' BC V 30 0 0..01 21..81 TC V 0 -128 0.01 10.9" TC N 0 168 0.01 10.91 TC V 0 -128 10.91 21..81 TC N 0 98 10.9' 21.81 TRUSS WEIGHT: 241.7 LBS 0.0' 10.9" plf - Dead 0..0' 10.9" TC V 45 10.9' 21.81 BC V 30 10.9' 21,8" TC V 0 TC N 0 Left Alt TC V 0 60 Pit 1.60 TC N 0 LC# 6 Wind From Right Alt Dur Fctrs - Lbr 1.60 Pit 1.60 plf - Dead Live* From To TC V 45 128 0.01 21.8' BC V 30 0 0.0' 21.8' TC V 0 -128 0.01 10.9' TC N 0 80 0.0' 10.9' TC V 0 -128 10.91 21.8' TC N 0 -86 10.91' 21.8' LC# 7 Wind // Ridge Dur Fctrs - Lbr 1.60 Pit 1.60 plf - Dead Live* From To TC V 45 128 0.0' 21.8' BC V 30 0 0.01 21.8" TC V 0 -128 0.01 10.9' TC N 0 263 0.01 10.9" TC V 0 -128 10.9' 21.81 TC N 0 263 10.9' 21.81 LC# 8 Wind // Ridge Alt Dur Fctrs - Lbr 1.60 Pit 1.60 c16.25 Scale: 0.284"= 1' Live* From To 128 0.01' 21.8" 0 0.0' 21.8' -128 0.01 10.9' -7 0.01 10.91 -128 10.91 21.81 -7 10.91 21.8" Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.43 3325 T 0.24 0.19 B -C 0.57 3473 T 0.24 0.33 C -D 0.57 3473 T 0.24 0.33 D -E 0.43 3325 T 0.24 0.19 --------Bottom Chords --------- A -H 0.69 2779 T 0.51 0.18 H -G 0.39 2176 T 0.21 0.18 G -F 0.39 2176 T 0.21 0.18 F -E 0.69 2779 T 0.51 0.18 -------------Webs------------- B -H 0.15 1260 T H -C 0.76 1211 C G -C 0.18 926 T C -F 0.76 1211 C F -D 0.15 1260 T TL Defl -0.1511 in G -F L/999 LL Defl -0.09" in G -F L/999 Hz Disp LL DL TL Jt A 0.051, 0.04" 0.10" Shear // Grain in B -C 0.35 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: ICC -ES ESR -3080 Plate - MN20 Ga, Gross Area Plate - MN18 Ga, Gross Area Plate - MS18 Ga, Gross Area Plate - MT16 Ga, Gross Area Jt Type Pit Size % Y JSI A# MN20 11.2x16.214.9 9.5 0.55 B# MN20 3.8x10.0-0.1 Ctr 0.46 C# MN20 11.2x11.2 Ctr-0.5 0.38 D# MN20 3.8x10.0 0.1 Ctr 0.46 E# MN20 11.2x16.2-7.7 9.5 0.55 H# MN20 6.2x 8.8-0.7 0.7 0.36 G# MN18 7.5x16.2 Ctr Ctr 0.33 Online Plus-® Copyright MTekO 19962014 version 30.0.033 Engineering - Portrait 611 02 01 5 11:47:30 AM Pagel of 2 F# MN20 6.2x 8.8 0.7 0.7 0.36 1 11 illpipill 111 11 1111��11! i glp MT111iiiiiiiiiiiis sill aiiiiiii 111111111111 1111111111 I imillill' 21111111173105,77 sm. #wner/Agent: Denis O'Leary 8980 Nassau Point Rd Cutchogue, NY 11935 M. 1-1 M. M., Building Location (for weather data): Suffolk, New York Climate Zone: 4a Building Space Conditioning Type(s): Nonresidential Vertical Glazing / Wall Area Pct.: 3% Activitv TvDefsl FIqoj[ Area Workshop 748 s Engineering Group, P,C. P.O. Box 110 Morton, IL 61550 Component Name/Description Gross Cavity Cont. Proposed Budget Area or R -Value R -Value U -Factor U -Factorial Perimeter Roof 1 : A�fflc Roof with Wood Joists 867 30.0 0.0 0.034 0.027 Exterior Wall 1: Wood -Framed, 24" o c. 1342 19.0 0.0 0.065 0.089 Window 1: Wood Frame:Double Pane, Pert. Type: Other 45 0.300 0.400 testing/cert. Product ID: , SHGC 0.32 (b) Door 1: Insulated Metal, Swinging 20 — 0.350 0.700 Door 2: Insulated Metal, Non -Swinging 216 — 0.350 0.500 Floor 1: Slab -On -Grade: Unheated, Vertical 3 ft. 122 10.0 . .......... (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestrations product performance must be certfied in accordance with NFRC and requires supporting documentation. I 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor -permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows, doors, and skylights certified as meeting leakage requirements. 3. Component R -values & U -factors labeled as certified. 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. 5. 'Other components have supporting documentation for proposed U -Factors. 6. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. 7, Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. Project Title: Denis O'Leary - Report date: 06/10/15 Data filename: M:kProject Information\128\128045059\COMcheck.cck Page 1 of 2 ❑ 8. Cargo doors and loading dock doors are weather sealed. ® 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283, are sealed with gasket or caulk. ® 10.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: Building entrances with revolving doors. ® Doors not intended to be used as a building entrance. Doors that open directly from a space less than 3000 sq. ft. in area. Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. ® Doors opening directly from a sleeping/dwelling unit. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.4 and to comply with the mandatory requirements in the Requirements Checklist. "a"M'hen a Registered Desngn Professional has stamped and signs s p t to the best of his/her knowledge, belief, and rof sFonal judgment„ such plaits or specification e in comp ianre iDde. 7S N Name - Title g Sin �Date Project Title: Denis O'Leary Report date: 06/10/15 Data filename: MAProject Information\128\128045059\COM check. cck Page 2 of 2 MORTON BUILDINGS GENERAL SPECIFICATIONS LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS NAILED 8" O.C. STAGGERED ON EACH SIDE WITH 4" NAILS. ANCHORED ON CONCRETE - COLUMNS ARE ATTACHED TO CONCRETE BY USE OF'/<" H.R. STEEL COLUMN SOCKETS. EACH SOCKET IS FASTENED TO THE CONCRETE BY TWO Y2" DIA. x 10" PLATED ANCHOR BOLTS AND COLUMN IS FASTENED TO SOCKET BY (4) 1/2"x6" M. BOLTS & (8)20d R.S. NAILS. TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE CATEGORY UC413 (AWPA OR ICC -ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. FRAMING LUMBER - SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN -PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. GUTTERS - 5" K -STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. 2x4WFIF 1 02/12 EARTHQUAKE DESIGN DATA TABLE 0.2 SEC SPECTRAL RESPONSE ACCELERATION (Ss) 0.16g 1.0 SEC SPECTRAL RESPONSE ACCELERATION (Si) 0.05g SEISMIC DESIGN CATEGORY B BUILDING CATEGORY (TABLE 1604.5) I SITE CLASS D BASIC STRUCTURAL SYSTEM AND SEISMIC -RESISTING SYSTEM #B23 LIGHT FRAMED WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE OR STEEL SHEETS RESPONSE MODIFICATION FACTOR (R) 7 ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE SEISMIC DESIGN BASE SHEAR 250 LBS WIND DESIGN BASE SHEAR 3100 LBS ALLI CURRENT LUMBER SPECIFICATIONS (06-01-2013) SHEET INDEX SHEET# DESCRIPTION G1 OF G1 SPECIFICATIONS & SHEET INDEX SF1 OF SF2 FOUNDATION PLAN & SECTIONS SF2 OF SF2 FOUNDATION SECTIONS S1 OF S7 COLUMN PLAN S2 OF S7 TRUSS PLAN & DETAILS S3 OF S7 TRUSS DRAWING S4 OF S7 ELEVATIONS S5 OF S7 SECTIONS & DETAILS S6 OF S7 SECTION & FASTENING SCHEDULES S7 OF S7 SHEARWALL DETAILS ALLI CURRENT LUMBER SPECIFICATIONS (06-01-2013) SIZE DESCRIPTION BENDING VALUE Fb 2x4 NO. 2 SPF 1313 PSI 2x4 NO. 1 SYP 1500 PSI 2x4 2100f MSR SPF 2100 PSI 2x6 NO. 2 SPF 1138 PSI 2x6 NO. 1 SYP 1350 PSI 2x6 2100f MSR SPF 2100 PSI 2X6 2400 MSR SYP 2400 PSI 2x8 NO. 1 SYP 1250 PSI 2x8 2400 MSR SYP 2400 PSI 2x10 NO. 1 SYP 1050 PSI 2x10 2400 MSR SYP 2400 PSI 2x12 NO. 1 SYP 1000 PSI 2x12 2250f MSR SYP 2250 PSI 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI 3 1/2"x 15" GLU-LAM 1650 PSI 5 1/4"x 16 1 /2" GLU-LAM 2400 PSI 5 1/4"x 19 1 /2" GLU-LAM 2400 PSI BUILDING DESIGN CRITERIA BUILDING CODE NYBC 2010 USE GROUP U CONSTRUCTION TYPE VB BUILDING AREA 748 SQ FT EACH MEAN ROOF HEIGHT 15.8 FT BUILDING CATEGORY I MINIMUM LIVE ROOF LOAD DESIGN SEE NOTE #3 ROOF SNOW LOAD* 14 PSF MAX DESIGN ELEV. 10, GROUND SNOW LOAD 20 PSF WIND SPEED (V3s) 120 MPH WIND IMPORTANCE FACTOR 0.77 EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT ±0.18 BUILDING DESIGN CONDITION ENCLOSED WIND LOAD DESIGN ASCE 7 METHOD 2 MAIN WINDFORCE RESISTING SYSTEM (ALL FORCES ACT NORMAL TO THE SURFACE) (FOR ZONES SEE MWFRS ON ELEVATIONS PAGE) (MAXIMUM VALUE SHOWN) ZONE 1 E 14.7 PSF ZONE 2E 7.6 PSF ZONE 3E -12.0 PSF ZONE 4E -11.2 PSF ZONE 1 12.5 PSF ZONE 2 6.6 PSF ZONE 3 -10.3 PSF ZONE 4 -9.3 PSF COMPONENT & CLADDING WIND LOADS (ALL FORCES ACT NORMAL TO THE SURFACE) (FOR ZONES SEE ELEVATIONS) ZONE 1 14.9, -19,9 PSF ZONE 2 14.9, -23,3 PSF ZONE 3 14.9, -23.3 PSF ZONE 4 19.9, -21,6 PSF ZONE 5 19.9, -26,7 PSF * ROOF SNOW LOAD CALCULATIONS Ps = 0.7 x Ce x I x Pg x Ct x Cs Ce = SNOW EXPOSURE FACTOR = 1.0 I = IMPORTANCE FACTOR = 0.8 Pg = GROUND SNOW LOAD = 20 PSF Ct = THERMAL FACTOR = 1.2 Cs = ROOF SLOPE FACTOR = 1.0 Ps = 0.7 x 1.0 x 0.8 x 20 x 1.2 x 1.0 = 13.4 PSF I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED/REGISTER?ROFES5SIOAL ENGINEER. 4 RONALD L. SUTTON, P.E. MICHAEL. (vl i�ORMICK, P.E. DATE:O (p EG.# orOFFICE: CUTCHOGUE, NY JOB NO. 128-045059 U L1 1 E— U Q 0 LL -1 _J z z LY x a Lu a M4 b DRAWN BY.• MB DATE.' 11/3/2014 CHECKED BY: SAM C DATE., 11/17/2014 REVISED DATE. • ---- REVISED DATE., --- REVISED DA TE: --- REVISED DA TE: - --- slo F ltkEw Yo�4,�`se O v<) O' zi, z mac. t SCALE.AS NOTED SHEET NO. GlOFG1 22'-0't c i� FOUNDATION PLAN (BUILDING 1 2' 8' SCALE: 1 ' 4' 16' 6" TO 12" FOUNDATION PLAN DIMENSION FINISH GRADE 3'-0" 2 1/2" -;"7Z - 34— V -8 /2"3"1 '-8 o - 0 0 M FOUNDATION PLAN (BUILDING 2) (2) 1 /2"xl 0" PLATED ANCHOR BOLTS 6" CONCRETE FLOOR 4" MINIMUM COMPACTED GRANULAR BASE OR IN SITU GRANULAR SOIL R-10 PERIMETER INSULATION 10" CONCRETE FOUNDATION WALL MIN. HORIZONTAL REINF. 244 REBARS, 1 AT 6" FROM TOP, 1 AT 6" FROM BOTTOM & SO NO BARS ARE MORE THAN 2' APART MIN. VERTICAL REINF. #4 REBARS SET IN FTG. NOT TO EXCEED 2' O.C. TYPICAL FOOTING w/2-#4 REBARS UNLESS SPECIFIED OTHERWISE FOUNDATION SECTION A SCALE: 1/2" = V-0" 22'-0" • • SLOPE GRADE AWAY FROM APPROACH A MINIMUM OF 1/4" PER FOOT SLOPE FOR A MINIMUM DISTANCE OF 5-0" 6" CONCRETE APPROACH 6x6/10x10 WWM — 21 #4 CONTINUOUS REBAR AROUND PERIMETER DESIGN AND EXPLANATORY NOTES 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL CONDITIONS MAY REQUIRE MODIFICATIONS. 2.) CONCRETE FLOOR NOTES: a. 3500 PSI, 5 1/2 BAG MIX CONCRETE b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM DISTANCE OF 10' PLUS OVERHANG WIDTH c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS 3.) CONCRETE FOUNDATION NOTES: a. CONCRETE & REINFORCING BAR SPECIFICATIONS: - 3500 PSI, 5 1/2 BAG MIX - GRADE 60, DEFORMED REINFORCING BARS b. VERTICAL REINFORCING: - HOOK VERTICAL REINFORCING 8" MINIMUM IN FOOTING - SPLICE LENGTH SHALL BE 12" MINIMUM - COVER SHALL BE 2 1/2" MINIMUM C. HORIZONTAL REINFORCING: - HORIZONTAL REINFORCING SHALL BE CONTINUOUS OR PROPERLY SPLICE AROUND ALL CORNERS - SPLICE LENGTH SHALL BE 12" MINIMUM - COVER SHALL BE 3" MINIMUM 4.) NOTCH WALL DOUBLE THE THICKNESS OF THE INTERIOR FLOOR PLUS THE HEIGHT OF THE WALL ABOVE THE FLOOR (IF APPLICABLE). NOTCH WALL 8" DEEP AT DOOR OPENING. 6" OVERHEAD DOOR CONCRETE JAMB DETAIL SCALE: 1 1/2" = V-0" 2x3 JAMB COLUMN 1/4" PER FOOT SLOPE p EXPANSION JOINT 1 1/2" f3' lo 6„ 4" BASE OF FIRMLY COMPACTED COARSE SAND, GRAVEL, OR CRUSHED ROCK OVERHEAD DOOR 2x6 TRACK BLOCK 1/4" PER FOOT SLOPE 6" CONCRETE FLOOR 1 1 1 1 r 1/2" LIP SEE NOTE #5 71. �— 4" BASE OF FIRMLY COMPACTED COARSE SAND, GRAVEL, OR 14" CRUSHED ROCK *NOTE: I� NOTCH WALL DOUBLE THE THICKNESS OF THE INTERIOR FLOOR PLUS THE HEIGHT OF THE WALL ABOVE THE FLOOR (IF APPLICABLE). NOTCH WALL 12" DEEP AT DOOR OPENING. OVERHEAD DOOR CONCRETE APPROACH SECTION B SCALE: I"= V-0" FF/CE.- CUTCHOGUE, NY JOB NO. 128-045059 ' o co N 0% M w m OZ Q/ w Z CD n. V Z L1 1 Lu 1 Z %ti a;cj 'ak s:. L:ivA� M:ii V.•��.:v,� a0 U_ J Z O 0 O U � 0/ o X O Zm V CL O O LU �w w CL QN W g Z DRAWN BY.• MB DA TE. 11/3/2014 CHECKED BY. SAM C DA TE. 11/17/2014 REVISED DATE: --- REVISED DATE.- ---- REVISED DA TE.- ---- REVISED DATE.• ---- 0 ( '.I- yr, w` 115 o. SCALE.- AS NOTED SHEET NO. SHOFSF2 114" PER FOOT SLOPE 6" CONCRETE LANDING 6x6/10x10 WWM �� `i i lm�tl�ilJll _ Jl d a SLOPE GRADE AWAY FROM APPROACH A MINIMUM OF 114" PER FOOT SLOPE FOR A MINIMUM DISTANCE OF 5-0" 4" BASE OF FIRMLY COMPACTED COARSE EXPANSION SAND, GRAVEL, OR CRUSHED ROCK JOINT WALKDOOR THRESHOLD WITH BEVEL LESS THAN 1:2 SLOPE i— 6" CONCRETE FLOOR a 4" BASE OF FIRMLY COMPACTED COARSE SAND, GRAVEL, OR CRUSHED ROCK ml� LANDING & THRESHOLD DETAIL FOR FIBERSTEEL WALKDOOR SCALE: 1" = F-0" OFFICE.• CUTCHOGUE, NY JOB NO. 128-045059 �N- Q Lu O V) z W 0 10 DRAWN BY.• MB DATE. 11/3/2014 CHECKED BY.' SAM C DA TE. 11/17/2014 REVISED DATE. • ---- REVISED DATE.' ---- REVISED DA TE.- ---- REVISED DATE.- --- co �c 2ZI •0! ! SCALE. -AS NOTED SHEET NO. SF2 OF SF2 ROUGH OPENING SCHEDULE UNIT SYMBOL FROM LEGEND WIDTH HEIGHT 1❑ 38 1/4" 81 " 02 38 1/4" 81" Q VERIFY -1 VERIFY 21 '-9" 0 o C'.7 1 /711 T Z11 04 C4 011 71 Z" 04 1 !n CC) C. 7 1 1711 6'-10 1/2" COLUMN PLAN LEGEND (BUILDING 1 & 2 N ❑ - 3-2x6 LAMINATED COLUMN LOCATION ■ - HEADERED TRUSS LOCATION 0 - 3068 9 -LITE TEMPERED GLASS IN LEAF WITH EMBOSSED CROSSBUCK FIBERSTEEL WALKDOOR(S), OUT SWING, RIGHT HINGE WITH CLOSER, LOCKSET F2� - 3068 9 -LITE TEMPERED GLASS IN LEAF WITH EMBOSSED CROSSBUCK FIBERSTEEL WALKDOOR(S), OUT SWING, LEFT HINGE WITH CLOSER, LOCKSET A - (10) 3'-0" x 3'-0" ANDERSON AWNING WINDOWS W/ SCREENS & SIMULATED DIVIDED LIGHTS - (6) 9'-2" x 8'-1" OVERHEAD DOOR(S) (2) 30" x 30" ATTIC ACCESS PANEL (VERIFY LOCATION) ®- DOUBLE 3/4" OSB SHEARWALL INSIDE & OUTSIDE (SEE DETAILS ON SHEET S7 OF S7) 211-911 • o 04 ocy) 100 N O p r N N N p M zn-co COLUMN PLAN (BUILDING 1) NOTE: THESE COLUMNS FASTENED TO FOUNDATION WITH U -SHAPED SOCKETS & ADHESIVE ANCHORS. CN O� b 0 oc?:o c, o o 9'-1 1/21, 9'-3" N N 9'-1 1/2" M 11-10 1/2" ki V-3" V-311 V-10 1/2" W VENTED SIDEWALL OVERHANGS D" NON -VENTED ENDWALL OVERHANGS 211-911 14'-10 1/2" 6'-10 1/2" ml - MB --- 11/3/2014 5-7 1/2" - -,-, 7-6" 5-7 1/2" o04 O 04 21,_9„ 0 0 0 REVISED DA TE.- 7 O ---- M O M bo in J S6 S6 S6 14'-10 1/2" — SEE NOTE SEE NOTE o B bo S5 An A S5 W El COLUMN PLAN (BUILDING 2) 61-10 1/2" N O �0 0'-0" F-011 NON -VENTED ENDWALL OVERHANGS l'-011 VENTED SIDEWALL OVERHANGS 2' 8' SCALE: 1' 4' 16' orOFFICE.• CUTCHOGUE, NY JOB NO. 128-045059 DRAWN BY. MB DA TE. 11/3/2014 5-7 1/2" 7-6" 7'-6" DA TE., 7-6" 5-7 1/2" o04 O 04 04 04 0 REVISED DA TE.- 7 REVISED DATE.' ---- M O M bo in J COLUMN PLAN (BUILDING 2) 61-10 1/2" N O �0 0'-0" F-011 NON -VENTED ENDWALL OVERHANGS l'-011 VENTED SIDEWALL OVERHANGS 2' 8' SCALE: 1' 4' 16' orOFFICE.• CUTCHOGUE, NY JOB NO. 128-045059 DRAWN BY. MB DA TE. 11/3/2014 CHECKED BY.' SAM C DA TE., 11/17/2014 REVISED DATE.' ---- REVISED DATE.' ---- REVISED DA TE.- ---- REVISED DATE.' ---- eo SCALE.* AS NOTED SHEET NO. S 1 OF S7 (2) 20d R.S. NAILS IN O 2x4 E TOE NAIL OVERHANG RAFTER TO OVERHANG NAILER WITH (1) 16d R.S. NAIL EACH SIDE OVERHANG FRAME 2x6 OVER ® 60d R.S. NAIL TR r— — — — — — — — — — — 7 DETAIL A SCALE: 1 1/2" = 1'-O" (1) #9x1"TRU-GRIP SCREW ON PEAK SIDE AND —, (2) #9x1" TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 BUTTED PURLIN (PURLIN CONNECTED WITH 60D R.S. NAIL) SCALE: 1 1/2" = 1'-O" 04 C14 011 o_ I in M O N TRUSS/BRACING PLAN (BUILDING 1) TRUSS/BRACING PLAN LEGEND i - 22' CUSTOM R.C. TRUSSES 2 - 2x6 FLAT TRUSS TIE CENTERED IN BUILDING s - 2x6 DIAGONAL END BRACES (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) 20 GA. GALVANIZED PURLIN CONNECTOR BUILDING 1 & 2 TRUSS/BRACING PLAN (BUILDING 2) 22' CUSTOM R.C. TRUSS 4-20d R.S. NAILS PER CONNECTION 2x6 END COLUMN EXTENSION OR UPRIGHT ASSEMBLY NAILED TO END RAFTER ASSEMBLY AS SHOWN AND TO EACH INTERSECTING WEB. FASTEN TO HEADER AND FRAMING MEMBER WITH (2) 16d R.S. NAILS INTO EACH END COLUMN EXTENSION MEMBER OR UPRIGHT. DETAIL B SCALE: 1 1/2" = 1'-O" 2' 8' SCALE: 1 ' 4' 16' OFFICE.• CUTCHOGUE, NY JOB NO. 128-045059 Q Lu J a Z W 0 z w O M U Lo U N O. M Ix w m OZ a/ w Z O V z Q� LU 1 L1 1 Z = 1::::x,:0 . Uqlo w I- o Z O U I n/ o X O Zm O Z LU z �Lu Lu IL N UJ g _J z Z DRAWN BY.• MB DATE.' 11/3/2014 CHECKED BY., SAM C DATE: 11/17/2014 REVISED DATE., ---- REVISED DA TE: ---- REVISED DATE.' ---- REVISED DATE.- ---- CSCALE. AS NOTED SHEET NO. S20F S7 CENTER 2x4 (NO. 1 SYP) WEB STIFFENER ON TRUSS WEB & NAIL W/ 3-1/2" HDG R.S. GUN NAILS OR 16U R.S. NAZI C \A/ITLJII 1 4" OF ENDS & 6" O.C., 7-7-10 WEB STIFFENER DETAIL rN,,A /wlrl 1 Cv01 "T" CTICCCPICDC 21-9-0 22' CUSTOM R.C. TRUSS SCALE: 1/2" = l'-0" JG 7'-6" O.C. 17 PSF 7 PSF D 2 PSF 26 PSF OFFICE.' CUTCHOGUE, NY JOB NO. 128-045059 __j DRAWN BY.• MB DATE: 11/3/2014 CHECKED BY: SAM C DA TE: 11/17/2014 REVISED DATE., ---- REVISED DATE: ---- REVISED DATE.' ---- REVISED DATE. ---- (j; . co .Z Z• SCALE.' AS NOTED SHEET NO. S3 OF S 7 9'-0" 16'-0" 9'-0" 0 0 0 0 0. N SOUTHWEST ELEVATION 5-0" 12'-0" 5-0" 0 0 0 0 o `o F -1I N N SOUTHEAST ELEVATION 5-0" 12'-0" 5'-0" 0 0 o o O i� I N N NORTHWEST ELEVATION 6'-6" 10'-6" 10'-6" 6'-6" O �0 NORTHEAST ELEVATION BUILDING 1 ELEVATIONS T# 150 DRIP EDGE CEDAR SHINGLE SIDING SHINGLE OVER VENT -A -RIDGE (DO SHINGLES 5" O.G. GUTTERS CEDAR SHINGLE SIDING DESIGN AND EXPLANATORY NOTES 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. 6'-6" 10'-6" 10'-6" 6'-6" 0 �o N SOUTHWEST ELEVATION 5'-0" 12'-0" 5'-0" 0 0 o O o r. I N N SOUTHEAST ELEVATION b _I co 5-0" 12'-0" 5-0" 0 0 0 0 o z I N N NORTHWEST ELEVATION 9'-0" 16'-0" 9'-0" 0 0 o O O D` if) _ NORTHEAST ELEVATION BUILDING 2 ELEVATIONS T#150 DRIP EDGE CEDAR SHINGLE SIDING SHINGLE OVER VENT-A-RIDGE(D(2) SHINGLES 5" O.G. GUTTERS CEDAR SHINGLE SIDING OFFICE.or • CUTCHOGUE, NY JOB NO. 128-045059 L z w 0 U D U U . A �C5 N O� LJ..Qi W [D O ^/ Z 1� W Z 0 (.D d . Z W W Z DRAWN BY.• MB DA TE.* 11/3/2014 CHECKED BY., SAM C DA TE.* 11/17/2014 REVISED DA TE. ---- REVISED DATE. ---- REVISED DATE.' ---- REVISED DATE.' ---- •.s' cf.� co O• ro SCALE.AS NOTED 2' 8' SCALE: SHEET NO. 1' 4' 16' S4 OF S7 (2) ROWS OF SELF -ADHERING WATERPROOF MEMBRANE BEGINNING AT OVERHANG WITH (1) LAYER OF 15# ROOFING FELT ON THE REMAINDER OF THE ROOF 2x4 PURLINS @ 19.2" O.C. —� (NO. 2 SPF) INSULATION STOP/AIR DEFLECTOR ---\ Qs 1/2" CDX PLYWOOD SHEATHING 2x4 BEV. PURLIN ­, T#150 DRIP EDGE 2x6 BEV. FASCIA 5" O.G. GUTTERS T# 144 & 146 FASCIA TRIM -- 0 16 SOFFIT HI-RIB/SOFFIT CAP 2x6 OVERHANG NAILER © (2) 1/2"x5 1/2" M. BOLTS (4) 20d R.S. NAILS 16" DEEP UNFACED FIBERGLASS INSULATION UTILIZED AS FIRE BLOCK 6" (R-19) BLANKET INSULATION W/ 4 MIL VAPOR RETARDER 1 1 '-0" TOP OF WALL TO HEEL FINISH GRADE SHINGLES 22' CUSTOM R.C. TRUSS 9" (R-30) BLANKET INSULATION BLACK 4 MIL VAPOR RETARDER INTERIOR ACOUSTICAL HI -RIB STEEL 2x4 TOP BLOCK & T# 11 2x4 STRIPPING 2x2 VERTICAL BLOCKING AT COLUMN LOCATION INTERIOR HI -RIB STEEL T#150 DRI 2x6 BEV. T# 144 & 146 FASCIA TR 0 HI-RIB/SOFFIT c is 22' CUSTOM R 2x4 VERTICAL BLOCKS @ 24" O.C. 11 7/16" OSB SHEATHING Q # 15 FELT PAPER CEDAR SHINGLE SIDING 2x4 NAI LERS (2100 MSR) @ 24" O.C. @ 2x8 TREATED SPLASHBOARD W/PRECOMPRESSED ULTRA -SEAL Q 12" TALL COLUMN SOCKET W/ (4) 1/2"x6" M. BOLTS & (8) 20d R.S. NAILS (2) 1 /2"xl 0" PLATED ANCHOR BOLTS QQ EMBED VAPOR RETARDER INTO SEALANT TAPE & HOLD IN PLACE W/ 1 "xl -1 /2" BLOCK NAILED W/2-1/4" R.W. NAILS 16" O.C. 2x4 TREATED BASEBOARD W/PRECOMPRESSED ULTRA -SEAL 2x6 TREATED BLOCK CENTERED IN BAY 1 1 /2"xl" BLOCK W/T# 167 & T# 15 TRIMS lx4 CEDAR SHIM (RIPPED IN HALF) (SET 2" ABOVE TOP OF FOUNDATION) T#198 (LAP FOUNDATION 1") SIDEWALL SECTION A SCALE: 1/2" = V-0" ® TRUSS IN COLUMN SADDLE LAMINATED COLUMN 1 TOP C TC f71 I nvoz nr- CGI C_Af1LJCDIKIC \A/ATC00o/1/'1C ENDWALL SECTION B SCALE: 1/2" = V-0" (4) 0.135" x 2 1/4" R.W. NAILS OR 16d R.S. NAILS (1) 20d R.S. NAIL THROUGH STRAP & INTO BRACE 2' END BRACE STRAP W/ PRE -PUNCHED HOLES (BEND TO FIT) FASTENED W/ (3) 0.140" x 1 1/2" R.S. NAILS 2x6 DIAGONAL BRACING FASTENED TO COLUMN W/(4) 16d R.S. NAILS 22' CUSTOM R.C. TRUSS OFFICE.• CUTCHOGUE, NY JOB NO. 128-045059 W 0 U2 qt C#) %r co 0. M Q_ w m O= Z Q/ w V Z O a V Z 1 1 1 Lu 1 Z 1.0 s.:YA Y� U_ J Z o = O U :E a/ o O n O V IL Lu 1 r 0 w w H W g �J Z DRAWN BY.• MB DA TE, 11/3/2014 CHECKED BY.' SAM C DA TE, 11/17/2014 REVISED DA TE: ---- REVISED DA TE: ---- REVISED DA TE: ---- REVISED DATE.' ---- oCo• ICo- l5 SCALE: AS NOTED SHEET NO. S50F S7 (3) 2x6 STUB CO 2x6 I, 1x4 CEDAR SHIM (RIPPED IN 2x6 B 1x4 TRIM Bc 3' 1/4" RE 1x10 RIPPED TRIM Bc 2x6 BLOCK (BEY BOTTOM 2' TRE (3) 2x6 JAMB COLUMN W/ 2x6 LAMINATE (BEY 2x6 TRACK BLOCK (BEY..,.—, BOTTOM 2' TREATED) OHD HEADER SECTION C SCALE: 1" = V-0" HEADER NAILING SCHEDULE HEADER MEMBER STUB COLUMN JAMB COLUMN EA 2xl 2 6 6 ® RIDGE BASE TRIM TO 2x4 PURLINS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS (1'-0" O.C.) ® 20 ga. GALVANIZED PURLIN CONNECTORS #9 x I" TRU-GRIP SCREWS NOTES: 1. NUMBERS ABOVE ARE 20d R.S. NAILS REQUIRED PER CONNECTION. 2. PRE -DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING. 3. IF NUMBER OF NAILS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS NAILS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING. ROOF STRUCTURE FASTENING SCHEDULE MB DA TE, 11/3/2014 O VENT -A -RIDGE TO BASE TRIM #9 x 1" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @ 8" o.c. ® RIDGE BASE TRIM TO 2x4 PURLINS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS (1'-0" O.C.) ® 20 ga. GALVANIZED PURLIN CONNECTORS #9 x I" TRU-GRIP SCREWS ® 2x4 PURLINS TO TRUSS 0.200" x 6" (60d) RING SHANK NAILS IN PRE -DRILLED HOLE QQ 1/2" CDX PLYWOOD TO 2x4 PURLINS 0.1 13" xl -3/4" RING SHANK COIL NAILS @ 12" O.C., 6" O.C. @ PANEL EDGES © 22' STRAIGHT CHORD TRUSS TO COLUMN (2) 1/2" x 5 1/2" M.BOLTS & (4) 0.177" x 4" (20d) RING SHANK NAILS WALL FRAMING FASTENING SCHEDULE MB DA TE, 11/3/2014 (D PAINTED STEEL COLUMN SOCKET TO CONCRETE (2) 1/2" PLATED ANCHOR BOLTS ® PAINTED STEEL COLUMN SOCKET TO COLUMN (4) 1/2"x6" MACHINE BOLTS & (8) 0.177" x 4" (20d) RING SHANK GALVANIZED NAILS QQ 2x8 SPLASHBOARD TO COLUMN 7 x 4" (20d) RING SHANK GALVANIZED x 4" (20d) RING SHANK GALVANIZED NAILS 9 STANDARD io 2x4 NAILER TO COLUMN (4) 0.148" x 3-1/2" (16d) RING SHANK NAILS @ SPLICE/ (4) 0.148" x 3-1/2" (16d) RING SHANK NAILS @ STANDARD CONNECTION > > 2x4 VERTICAL BLOCKING TO NAILERS (2) 1-1/2" R.S. NAILS OR 1-1 /4" SHINGLE NAILS } Q 7/16" OSB SHEATHING TO NAILERS 0.113" xl -3/4" RING SHANK COIL NAILS 12" O.C. @ INTERMEDIATE VERTICAL BLOCKS, 6" O.C. @ ALL PANEL EDGES END TRUSS TO 2x6 END COLUMN EXTENSION (4) 0.177" x 4" (20d) RING SHANK NAILS 2x4 PURLIN TO END RAFTER ASSEMBLY 0.200" x 6" (60d) RING SHANK NAILS IN PRE -DRILLED HOLE SOFFIT TO WALL INSERTED IN PRE -FORMED SLOT IN SOFFIT/HI-RIB CAP 9 SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE OFFICE: CUTCHOGUE, NY JOB NO. 128-045059 ry Q} W Z J w O" U Z U LJ N U .so �so N a L..� y W m OZ Q/ w V Z O V z W W z DRAWN BY.• MB DA TE, 11/3/2014 CHECKED BY: SAM C DA TE., 11/17/2014 REVISED DA TE: ---- REVISED DA TE: ---- REVISED DATE. ---- REVISED DATE.• - ---:j SCALE.' AS NOTED SHEET NO. S60FS7 2x6 (NO. 1 SYP) BACKER BL 2 ROWS OF 10d R.S. GUN NAILS @ 3" (2) LAYER 3/4" (2) LAYER 3/4" OSB 2x6 (NO. 1 SYP) BACKER BLOCK 2 ROWS OF 10d R.S. GUN NAILS @ 3" O.C. 2x8 SPLASHBOARD (2) LAYER 3/4" OSB .C. 2 ROWS OF HORIZONTAL 1 114" DRYWALL SCREWS @ 3" O.C. AT OSB SPLICE LOCATIONS 1 ROW OF HORIZONTAL 1 1/4" DRYWALL SCREWS @ 3" O.C. TO STITCH 2 LAYERS TOGETHER @ 24" O.C. 2x6 (NO. 1 SYP) BACKER BLOCK 2 ROWS OF l Od R.S. GUN NAILS @ 3" O.C. 2x4 TREATED BASEBOARD O BACKER BLOCK DETAIL SCALE: I"= V-0" * - O.S.B. FASTENING INSTRUCTIONS: 1.) FASTEN FIRST LAYER 3/4" O.S.B. WITH l Od GUN NAILS TO HOLD IN PLACE 2.) FASTEN SECOND LAYER 3/4" O.S.B. WITH 2 ROWS OF 10d GUN NAILS @ 3" O.C. AROUND PERIMETER LAMINATED COLUMN (2) LAYER.' LAMINATED COLUMN 2x3 JAMB OCK L/�Y UllV 1\LI\ UL OCK O.S.B. SHEARWALL DETAIL @ OHD SCALE: 1 1/2" = V-0" 2 ROWS OF HORIZONTAL 1 1/4" DRYWALL SCREWS @ 3" O.C. AT OSB SPLICE LOCATIONS 1 ROW OF HORIZONTAL 1 114" DRYWALL SCREWS @ 3" O.C. TO STITCH 2 LAYERS TOGETHER @ 24" O.C. 2x8 SPLASHBOARD DOUBLE LAYER 3/4" O.S.B. SHEARWALL FRAMING ELEVATION SCALE: 1" = l'-0" OFFICE. CUTCHOGUE, NY JOB NO. 128-045059 ry Qr W Z b " O Z W U n DRAWN BY.• MB DATE.' 11/3/2014 CHECKED BY., SAM C DATE: 11/17/2014 REVISED DATE.- ---- REVISED DATE.' ---- REVISED DATE.• ---- REVISED DATE.' ---- SCALE.•AS NOTED SHEET NO. S7 OF S7