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HomeMy WebLinkAbout51556-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51556 Date: 01/15/2025 Permission is hereby granted to: Andrew Melamed 150 Meadow Ln Mattituck, NY 11952 To: construct accessory storage building/garage as applied for. Premises Located at: 150 Meadow Ln, Mattituck, NY 11952 SCTM# 115.-4-22 Pursuant to application dated 11/14/2024 and approved by the Building Inspector. To expire on 01/15/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $936.00 CO-RESIDENTIAL $100.00 Total 51,936,00 adding Inspector w � 1 w. TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 W. Telephone(631) 765-1802 Fax(631) 765-9502 Ik :��wav"wwa. a'olhcicltow+ �t �1 Date Received APPLICATION For Office Use Only I, PERMIT NO. Building Inspector: I f a ;,rP��".'�I Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:11/12/2024 OWNER(S)OF PROPERTY: Name:Andrew Melamed SCTM#1000-115.00-04.00-022.000 Project Address:150 Meadow Lane, Mattituck, NY 11952 11 Phone#:(516) 840-5970 TEmail:andrew.melamed@gmail.com Mailing Address:150 Meadow Lane, Mattituck, NY 11952 CONTACT PERSON: Name:Andrew Melamed Mailing Address:150 Meadow Lane, Mattituck, NY 11952 Phone#:(516) 840-5970 Email:andrew.melamed@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:James A. Koppenhaver Mailing Address:555 Van Reed Road, Wyomissing, PA 19610 Phone#:(717) 445-6888 Email:koppenhaverpe@gmail.com CONTRACTOR INFORMATION: Name:Shirk Pole Buildings LLC Mailing Address:807 Reading Road, East Earl, PA 17519 Phone#:(717) 445-6888 Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure DAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑i©ther ?� 50,000 Will the lot be re-gra ed? ❑Yes igNo Will excess fill be removed from premises? ❑Yes IW No 1 W * u PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes igNo IF YES, PROVIDE A COPY. Check,Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPIJCATION 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Andrew Melamed ❑Authorized Agent @Owner Signature of Applicant: Date: I Q STATE OF NEW YORK) SS: COUNTY OF S V-F4�0 lIL) 15 iX Med being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this e p� I ,, d cN e'ay of I y N. b r .20�� ~ No MARIA PRIKAS GANLEY [Notary Public-State of New YorkNO.01PR5003206 �zQualified in Suffolk CountyPROP I � i ORI ION mmission Expires Oct 19, 2026 (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 (M YYYY) CERTIFICATE OF LIABILITY INSURANCE RATE MIODI 11/1312024 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((ss)must have ADDITIONAL INSURED provisions or 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 endorsements. PRODUCER CONTACT TO!!t a Stoner Unruh Insurance Agency,Ma P"m 717 335-2 129 f 3 1 9 3 335 Main Street $ °' w ton a unruhiin urancae.caam INSURER($)AFFO VERAG NAICA Denver PA 17517 IN Erie Insurance Company 26263 INSURED INSLR�sas: one Insurance Exchange _ 26271 Shirk Pole Buildings LLC INSURERC.- Fla sh Ci Insurance Company 35585 807 Reading Rd Wu RRo,Erie Ins Prop/Cas Co _ 26830 East Earl PA 17519-9118 1 INSURER F COVERAGES CERTIFICATE NUMBER- REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. 1401WTHSTANDING 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. INSA'. TYPE OF INSURANCE L POLICY NUMBER Yt 'F POr.1CYmJSP LIMITS X coMMERCULLOENERALLIABILJTY EACH OCCURRENCE S 20000DO IDCLAIMSAMADE �OCCUR d8�ght I D� S 2000000 MED ExP orle Gerson S 10000 A 61-0129 628_._..._ Q 09/012024 09/01/2025 PERSONAL aIADVINJURY S 2000000 ERL AGGREGATE PRO-LIMIT APPLIES PER: GENERAL AGGREGATE S 4000000 i POLICY JECT F1 LOC PRODUCTS-COMPIOPAGG S X1 OTHER:Rented Equipment Rented Equipment S 100000 AUTOMOBILE LIABILITY COMBI TNEAELM41T $ TOOOOOO .... X ANYAUTO �r BODILY INJURY(Per pt: w) S B OMEDAUTOS ONLY X AUTOSULEO Q09-0131793 09/01/2024 09/01/2025 BODILY INJURY(Per 20doM $ HIRED NON-OMED AUTOS ONLY AUTOS ONLY Pp PE (rE $ S UMBRELLA LUIB X OCCUR . EACH OCCURRENCE S 1000000 B X RKCEssLIAB (CLAIMS 033-0172188 09101/2024 09101/2025 AGGREGATE S 1'000000 OED RE N $ WORKERS COMPENSATION ^ P OTH- AND EMPLOYERS'LIABILITY YIN C I ANY r DEcI Q NIA Q93-5101231 (PA,MD,VA) 09/01/2024 09101/2025L EACH nccIDENr $ 500000 - II E.L.DISEASE-EA EMPLOYEE S 500000 DI RIPTION O OPERATIONS bebw E.L DISEASE-POLICY LIMIT _$ 500000 Workers Comp NY,WV E L Each accident 100000 D 093-5100926 09/01/2024 09101,2026 E L Disease-ea emp 100000 E L Disease-policy 500000 DESCRIPTION OF OPERATIONS I LOCATIONS VEHICLES(ACORD 101,Additional Remarks Sche"e,may be attached If more space Is regal" Builders Risk is under policy/1 Q61 0129628 911/24-25 limit$150,000 per buildingimaximum aggregate with$1.000 Deductible CE,13TIFfCATE%0LDIER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORpANCE WITH THE POLICY PROVISIONS. 53095 Route 25 PO BOX 1179 AUTHORMED REPRESENTATIVE Southold NY 11979 M CD 41V�UIL Fax: Email: 1988-2016 ACO fD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered tarks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured 717-445-6888 Shirk Pole Buildings LLC 807 Reading Rd le.NYS Unemployment Insurance Employer East Earl,PA 17519 Registration Number of Insured Work Location of Insured(Only required ifcoverageisspeclllcaa/ty Id.Federal Employer Identification Number of Insured limited to certain locations in New York State, i.e., a Wrap-Up or Social Security Number Policy) 26-0902567 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Erie Insurance Proper/&Casualty Co 3b.Policy Number of entity listed in box"la" Q93-5100926 Town of Southold 53095 Route 25 3c. Policy effective period PO Box 1179 09/01/2024 09/01/2025 to Southold NY 11979 3d. The Proprietor,Partners included. (only cheek boa h all partnerstofpers included) or Executive Officers are all excluded or certain partners/officers excluded. This certifies that the insurance cagier indicated above in box"3" insures the business referenced above in box"Ian for workers' compensation under the New York State Workers'Compensation'Law.(To use this form,New York(NY)must be listed tinder Item 3A► on the INFORMATION PACE oftheworkers'compensation insurance policy). The insurance Carrieror its licensed agentwili send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Co rier will also notify the above certif sate holder lvithin/il,days IFa policy is canceleddate to nonpayment of pretnhints or within 30 days IFthere are reasons other than nonpayment ofpreinhaw that cancel the policy or eliminate the insuredf roan the coverage indicated on this C"ertlf cafe. (7hese notices may be sent y regular naail.) 011aerwlset Ihly Certificatels validfor oneyear aflerllriis form is approved by the Insurance carrier or its licensed agent,or until the policy eViration date listed in box 9c".whichever It egarller Please Note: Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holderwith a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Marc Cipriani (Print norm of authorized teprcrentative or licensed agent of insurinct:carrier) Approved by: R . 09/1/2024 (sisuaiuro) (Date) Title: Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note. Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT anthoriced to issue it. C-105.2(9-07) www.wcb.stateny.us l workers' CERTIFICATE OF INSURANCE COVERAGE nsation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured SHIRK POLE BUILDINGS LLC (717)989-5393 807 READING ROAD EAST EARL,PA 17519 1c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only requkedYcore mVe Is spacfAcaffy finked to I Number certain locations to New Yo*Slate,i.e.,a Wrap•(lp Porky) 260902567 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD 3b.Policy Number of Entity Listed in Box"1a" 53M ROUTE 25 PO Box 1179 DBL 6026 70-3 SOUTHOLD,NY 11979 3c.Policy effective period 01/11/2024 to 01/1112025 4.Policy provides the following benefits: ® A.Both disability and paid family leave benefits B.Disability benefits only Q C.Paid family leave benefits only 5.Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law Q B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 11/13/2024 By ���,AFOJA*Atii:0-40L- (signature of Wwrance carrier.s authorized representative or NYS Ikensed Insurance Agent of that insurance Canner) Telephone Number 666 6974332, Name and Title Kristin Markwlca,Head of Disable insurance Unit IMPORTANT: If Box 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,tthis certificate is COMPLETE.Mall it directly to the certificate holder. If Box 4B.4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.S of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptanoe Unit,PO Box 5200,Binghamton,NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 513 of Part 2 has been checkd) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS workers`Compensation Board famproyee) Telephone Number Name and Title Please Note.Only insurance carriers Lensed to write NYS disabr7ity and paid family leave benefits Insurance policies and NYS licensed Insurance agents of those Insurance carriers are authorized to Issue Form 1313-120.1, Insurance brokers are NOT authorized to issue this form. oB-120.1 (10-17) Certificate Number 813855 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 rr Southold, NY 11971-0959 �� u S ray BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRICTION PIKE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: a 010-`I Owner: � �ar.e ov. ee ._ -91 �Jl Ms Location of Property. ._,1 ,,,o��.._ `� _._.. �.. _ � . . . Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line)- yl Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: ........� _ .. _ ... (p 9 ) w Name (person submitting this form): _ r` _SIT '��s�� . ..... ...... Capacity check applicable line): Owner . ". Owner representative TrussRegl5.docx Effective 1/1/2015 W 246.37 LOT 54 LL 0 PVGF. r188°21 50 E , o CONCRETE6^PvcF. 0� FP 0 pQ �7 Lq 0.6 E. 6'PVC FE%4C s s. cr7 � i� MONUMENT o 03 coLf) _ FOUND r :, II I) ti 10 F"9 OpO D �:�� �� o 0 a �� X � � � O -1 °� 6'x s sv v Q U) o J W O0 Z MASONRY STOOP W v " J F W/STEP U CL LL by BAY WINDOW r O O > SHEDMASONRY WALK « d 6.6'E.. ROOF C`" p O I - KENNEL LOT 53 OVER � z 40 LIW r CONCRETE I � U. 2;.q � � O PATIO 00 SHED � / Z H 2.6 E, 2 . SII`L!'dl'I'd p pp N A O�dV �Ou's PA Z 8'x 12'(,. W MASONRY 'U N FRAME PATIO 2"c; EYI�/B"B ✓3 g � o SCPCRY UNIT s3 A � SHED M 4.6'E. t,Cf 6'PVC FENCE PLANTER WI 4Q CONCRETE �'PVCF. N83°22'10"W 6`FVCF. 211.44' A. MONUMENT 0.6'N. 0.3'N. CONCRETE FOUND 1,1'E' MONUMENT !`►1 LOT 52 FOUND ZONE:R-40 CERTIFY ONLY TO: NOTES: ANDREW MELAMED LOT AREA:28,727 SF. TITLE REPORT NOT PROVIDED FOR PREPARATION OF SURVEY. SCTM: DISTRICT 1000 SECTION 115 BLOCK 4 LOT 22 DATE: OCTOBER 26, 2024 THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS,PLANTING AREAS,BUILDINGS,BUILDING ADDITIONS AND CONSTRUCTION OF ANY OTHER IMPROVEMENTS. r O IN e SURVEY OF LOT 53 UNDERGROUND,OVERHEAD,AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED AS TO l ALA ACCURACY,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. VERIFICATION IS MANDATORY " �4"a" O AS SHOWN ON WITH MUNICIPAL AGENCIES AND/OR PUBLIC OR PRIVATE UTILITY COMPANIES PRIOR TO Ta CONSTRUCTION. "MAP OF MATTITUCK ESTATES INC." RECORDED EASEMENTS OR RIGHTS-OF-WAY,IF ANY,NOT SHOWN,ARE NOT CERTIFIED.UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 OF THE (FILE NO. 445 3; FILED: SEPT. Q V, 1965) NEW YORK STATE EDUCATION LAW. COPIES OF THIS MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 4a � SITUATED ED AT GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE MAP IS PREPARED,AND ON THEIR BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING MAT 1T I'T U C K INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, A HEW A. BORST, PLs TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK. RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY 2 ESTER AVENUE COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. PATCHOGUE, NY 11772 TEL.516-315-9977 JOB NO. 24025 SCALE: 1" = 40' SHEET: 1 OF 1 5 BUILDER u 36' — oz . �60 g' �� g' + g' g s L _J � xA ((g����LL d X u- ❑ ❑ 2-2X10 MSR SYP A TRUSS CARRIERS Z ;rya NEW BUILDING SPECIFICATIONS m 26' X 36' X 12'5" POST & FRAME BUILDING TRUSS CARRIERS AT DOOR -18^ x s" CONCRETE FOOTINGS (TYP) POSTS ATTACHED ITH 9— s"X4T� DESIGN (5301 LB CAP; 4480 LB COLUMN WT) GRK STRUCTURAL CREWS PER POST O 0 POST SAVER PATENTED UPLIFT NOTCHED POSE W/12" p CONCRETE COLLAR L o 01-3'0" X 6'8" 6-PANEL FIBERGLASS ENTRY DOOR / j z 1-8' X 8' INSULATED STEEL OVERHEAD DOOR W/WINDOWS Q °" OC) 1-10' x 9' INSULATED STEEL OVERHEAD DOOR i� 0_ d > ALL GABLE POSTS W/WINDOWS �� 0 ° EXTEND TO TOP ❑2-48" X 36"THERMALPANE SINGLEHUNG WINDOWS Y Cp ,� OF ROOF TRUSS ❑3A 1-36" X 44"THERMALPANE SINGLEHUNG WINDOW Ln ff ® 3 PLY 2X6 GLULAM POSTS W/POST SAVER POST Q) Lo 0 o PROTECTION 8' OC (TYP) Q0 L N 2X8 TREATED GROUND CONTACT SKIRT BOARD NCIE D LU 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC OWNER 2-2X10 MSR SYP TRUSS CARRIERS 08' SPANS inW N (773 PLF CAP; 560 PLF ROOF LOAD) TRUSS CARRIER TO POST=A'X4'GRK STRUCTURAL SCREWS C 7 06kPOST(2 PER SPUCE MIN) 2331 SHEAR RATING c r O PRE-ENGINEERED ROOF TRUSSES- 00 Q PITCH 4 OC 30O5-5 LOADING 3 ROWS � D 3 ROWS 2X4 BOTTOM CHORD TIES (85" OC.) J Z 483 LB UPLIFT; H10A HURRICANE TIES=1140 LB W VE�&GABLE OVERHANG W/VENTED SOFFIT & Q Y 28 GA G-100 PAINTED STEEL ROOFING & SIDING V }" FOIL FACED INSULATION UNDER THE ROOFING UJ C c(9 wW TYVEK HOUSE WRAP UNDER THE SIDING Q / 12" PAINTED STEEL VENTED RIDGECAP Z sjrL 2-2X10 MSR SYP Q r TRUSS CARRIERS ALL INFORMATION SHOM ON THIS DRAV.ING IS THE PROPERTY OF SHIRK POLE BUILDINGS LLC. BE REPRODUCED WTHO,T _ PERMISSION.BUILDER AND 36 `�,�u111�t"f I�II'� OMER ARE RESPONSIBLE LE FN �� TO VERIFY ALL DIMENSIONS ``�� 0.....E�/ /�� BEFORE CONSTRUCTION FLOOR PLAN e���' rQ�i� DRAWN BY: ALS s` 2% i REVIEW: (4� .• Z REVISIONS: SCALE: 3/16" = 1'0" .Q � • DATE: E. 10/4/D4 SITE: 077142."%•� FLOOR PLAN ••. APessio NA������ BUILDER U J O T z a _ 12 J � ICV 4r 28 GA. PAINTED of m z STEEL 12"X6" Tu Z. LL HEMMED FASCIA p T�m Z o� m 48•.36- 48'.36" 3.0'1 6. .. 1 0'0" x 9'0" THERMAL PANE THERMAL PANE _ 6 PANEL 8'D�� x 8'0' WINDOW WINDOW i ENT DESIGN E D � � \� �� -- \� N DOOR ® ® 0O E D = OHO L -6 � a 28 GA. PAINTED STEEL �, OVERHEAD DOOR OVERHEAD DOOR WALL PANELS ATTACHED W/ SCREWS BAS4 ¢ a ANGL Q� °- -� a o O C ant O .c Q > N a BACK SIDEWALL LEFT ENDWALL 0 ' Y Q) Lo 0 SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'O" o Lo 'a w 28 GA. PAINTED STEEL OWNER 12" RIDGECAP(VENTED) CNII 28 GA. 0 LV Lo PAINTED STEEL 28 GA. PAINTED STEEL �T 4� 6" RAKE TRIM SCREWDOWN ROOF 28 GA. PAINTED PANELS DO B TRM W Z � QU 3 x 4 W THERMAL PANE WINDOW �i. I n 28 GA. 6' 0 p ~ N PAINTED STEEL Z L0 Q �i RTI ar ALL INFORMATION SHONN ON THIS DRAWNO IS THE PROPERTY OF SHIRK POLE BUILDINGS LLC. THS DRAWING MAY NOT BE REPRODUCED WTHCUT FRONT SI DEWALL RIGHT E N D W A L L >>11 , 'ERMISS RE BUILDER ESPON AND Llllipfy TONER ARE RESPONSIBLE � IFY ALL DIMENSIONS of ■�� �� 'EFOREE CONSTRUCTION SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" ��`� ••"'•"• •• �' °°ice SRAM BY: ALS ' •• riEVIEW: REVISIONS: mil'm = "J ,ATE: 10/4/24 �.:ITE: MELAMED ice'�O •.0�1�2•�.• ``� ELEVATIONS BUILDER u J 28 CA,PAINTED 20 ROOF PERLIN O STEEL ROOFING 6 NAILS ROOF 28 GA. PAINTED n M PER TRUSS STEEL ROOFING Z �� LL 28 GA STRUCTURAL ROOF TRUSS TRU RING 3-3j'X.120 2%4 ROOF RAKE TRIM 1 C SURE STRIP PAINTED STEEL GALV. NAILS PURUN ^ ROOF 2%1 2X4 GIRT OR PERLIN WALL POSE 2tE j nOEI TRUS 24'ON CENTER A'X4'GR K m X PU TRUSS STRUCTURAL 2%6 HEAD �o LLBUILDING I ST RANGER 11YEATERITE �ALV. NAILSPUCE INTONOTCPOD 9CREW5 METAL SIDING HEADERS CHANNEL PAINTED SCREWS STRUCTURAL —DOOR TRIMRHEADCABLE TR ZWALL 2B GA PAINTED 9'ON CENTER POST OVERHEAD OVERHEAD DOOR AL POST STEEL SIDING DWR WEATHERSTRIP LEANTO DETAIL GRK STRUCTURAL METAL SIDING E ROOF PU RLIN OVERHEAD DOOR CABLE OVERHANG ^ TRUSS SCREW TO POST ROOFING FASTENERS FASTENING DETAIL HEADER DETAIL DETAIL r—.IV CARRIER FASTENER DETAIL SCALE: 1/z'- 1'0' SCALE: 1/2'- 1'0' SCALE: 1/2'. 1'0' SCALE: 1/2'- 17 SCALE: 1/2'- 1'0' DESIGN LLj(L CD U DOUBLE TREATED PAINTED STEEL Lp POST *FIN L o WALL POST 2X4 ROOF PERLIN (5 DOOR JAMB BOARD 0) - E 6 NAILS GALV.NAILS / 2 CI WALL PER TRUSS > ROOF TRUSS 2i'GALVANIZEDPRINTED \ DECK SCREWSFASCIA d CIL 6- A PUCE 4 SOFFIT �PER - 28 GA. PAINTED STEEL I ROOF TENTED 0CALV.NAILS • \TRUSI. SE CHANNEL RIM 'N2X6 TI CARRIER IDING Lo •E 0 SIDEWA L GIRT BLOCK TRUSS TO TIE BLOCK ENTRY DOOR 12'EAVE OVERHANG N Lo O = FASTENING DETAIL FASTENER DETAIL JAMB DETAIL DETAIL E Lo -,a SCALE: 1 2'- 1'0' SCALE: 1 2'- 1'0' SCALE: 1 2'- 1'0' SCALE: 1 2'- IV E LJ \ 28 E PAINTED STEEL OWNER N ROOFING INSTALLED W/ 2X4 BOTTOM CHORD SCREWS & WASHERS Lo PERMANENT!!tiF&J W BRACING (S W Z WG FOR 5 4 r 2X6 SPF Q J ROOF FACE BOARD 'OC. PAINTED 2X4 SPF DIAGONAL BRACE J -FEEL FROM PIOGEUNE TO BOTH EAVES PRE-ENGINEERED W 0 FASCIA C A VENTED 48o OTRUSSES FFIT iO PRE-ENGINE10A HURRICANE CUP PAN ELS Q U TRUSS P STEEL W W SR SYP TRUSS CARRIERS FkJ TRIM X6 D UPLIFT TI WNTRUSS NOTCHED- K S1 SYP TRUSS CARRIERS--_ INTO POST 0 Z � �-- 3 PLY 2X6 GLU-LAM 2X4 SPF SIDEWALL GIRTS 24'OC. Q r C N POSTS 8' OC. TYP. G i WALL BRACING REGUIREMENTS: 29 GEL STRUCTURAL STEEL ALL INFORMn110N SHOWN WALL BRACING ON THIS DRAWNG IS THE REQUIREMENTS: PANELS INSTALLED IT EXTERIOR AWPA U1 TREATED POSTS 8' OC.TYP. OF WALL PURUNS WITH SCREWS PROPERTY OF SHIRK 28G4 RN. POLE BUILDINGS LLC. STEEL SIDING THIS DRAWNG MAY NOT 2X4 SPF WALL GIRTS 24'OC. PANELS INSTALLED BE REPRODUCED WITHOUT WITH SCREWS a, PERMISSION.BUILDER AND GRADE GRADE ,1♦)�N� ��I���/e� OWNER ARE RE9'ONSIBE 2%8 PRESSURE TREATED PRESSURE TREATED \\\\� ALL DIMENSIONS o� NEIy��`�1� BEFTO ORIETCONSIRUCTON 5'-4000 PSI SYP SKIRT BOARD",,,,, J GRADE(BOTTOM CONCRETE FLOORSYP GROUND CONTACT �� •••••••� / OF ) (OPTIONAL) 2X8 SKIRT BOARD \� �• ' ••.10 �11. DRAWN BY ALS \� • IQ I ..3/4'STONE BAS�, COMPACTED \\%\ /\\/\\/\\/\\/\\%\\/ \\// �GJ • REVIEW: a. y/\/\ / / //�/ / / / / / / / / / / / / / /\/ REVISIONS: (OPTIONAL SOIL BACKFlLL - \/\\/\ \/\/\/\/\/\/\. \\�\\�\\�\\�\\�\��\j\\��\�\\/ 00 Y\/ POSE SAVER PATENTED L3�uf�NOTCID \� POST SAVER PATENTED UPUf7 NOTCFRID /\\//\ POST W/12'OONCRETE //�3000 PSI.CONCRETE i\//\//\//\ //\ r. Q 3': m: POST W/12'CONCRETE FOOTING (SEE SIZE ' /\\;''.' -`.`\\//\3000 PSF SOIL\//\ '': -`: ON FLOOR PLAN) !21 3000 PSI. CONCRETE FOOTIN Y\ /\� \\/\\/ i �/\ L (i1 • w DATE: 10 4/24 (SEE SIZE ON FLOOR PLAN) .i,' 1 \\�•,;`:? \\/\\/\\/\\/\\/\\/\\/\\ /�\�\\�\\�\\/\\/\\/\\/\\ '"` $'� :Z'`• SITE: MELAMED \/\..\ .. \�::• ii� SECTIONS TYPICAL F R A M E /\\//\\//\\//\\//\\//\\//\\//\\//\\//\\ TYPICAL FRAME //\\//\\//\\// /i -••u7714'Z (` SECTION i\\i\\i\\i\\i\\i\\i\\i\\�\\i\\ SECTION \\i\\i\\\ '4� /Q "• �. ��\� (ENDWALL VIEW) (SIDEWALL VIEW) ' i �FESStO�P,��� A 3 SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0" rrrrr11e1l110" ' BUILDER u BUILDING DESIGN NOTES AND DETAILS A4.8 CONCRETE FLOOR(OPTIONAL) J FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. ^° FA4.1 GRADING & EXCAVATION SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. d o FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY z �a SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS A4'9 STRUCTURAL DESIGN PARAMETERS NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL BUILDING USE= STORAGE m � x LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. USE GROUP=U m oLL RISK CATEGORY I �¢W A4.2 FOOTINGS EXPOSURE CATEGORY= C d STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT HEIGHT & AREA LIMITATIONS=513 UNPROTECTED oa FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; OCCUPANCY LOAD=AS PER DESIGN �j LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE TOTAL NUMBER OF FLOORS= 1 �^ FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL FLOOR AREA (SO FT)=936 OTHERWISE SPECIFIED. BUILDING VOLUME (CU FT)=11,600 DESIGN A4.3 FRAMING STRUCTURE IS DESIGNED FOR ASCE 7-16 ULTIMATE WIND SPEED, VULT=130 MPH L O o LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. (3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD=103 MPH. a - .0 LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN If ° YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF (D ol FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND @48" BELOW GRADE UNLESS NOTED OTHERWISE. CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, 30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. (D .ccCL 10 USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND A4.1 O APPLICABLE BUILDING CODES 0- ° SHALL BEAR AN ACCREDITED LABEL USING 1 OR BETTER SYP. O c # THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: O •U) A4.4 ROOF TRUSSES 2021 BUILDING CODE OF NEW YORK STATE AND ASCE 7-16 In CL ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, Q N y COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. A4.11 DESIGN REFERENCES: Q) Ln o TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS E Lo -,o NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION o P SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING AMERICAN WOOD COUNCIL 2018 NDS & WFCM 2018 FOR WOOD CONSTRUCTION w OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) OWNER RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN NATIONAL STANDARDS (ANSI 117-2010) & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN BUILDING CODE CONGRESS (SSTD10) in W Lp A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS W Z ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES CC r PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS GEORGIA PACIFIC ENGINEERED LUMBER (EDITION 10) AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND J A4.12 WARRANTY NOTES z UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN W ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1. AND 2308.10.6 ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR O Y A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) AFTER CONSTRUCTION TO BUILDING, BY ANY PERSON(S) OR COMPANY OTHER THAN V EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND W W REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY Z ` 1 SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, Q 65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. Q r PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: MINIMUM # OF 12D NAILS IN 14" STRUCTURAL TIMBER IS 1 PER 2" BOARD WIDTH. ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC ALL INFORMATION SHONN TRUSS CARRIER CONNECTION TO POST: A"x4" GRK RSS STRUCTURAL SCREWS. SCREW STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. IS THE �o ERDRAAINTY OF SHIRK VALUES; LATERAL DESIGN VALUE=333 LB, TENSILE STRENGTH=139,000 PSI, SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING POLE BUILDINGS LLC. FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS THIS DRAWNG MAY NOT PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' BE REPRODUCED W HOUT NOT APPROVED BY A CERTIFIED ENGINEER. PERMISSION.BUILDER AND A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED �%toillillfiff, � OMER ARE RESPONSIBLE WITH #9 WOODGRIP, J" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED `\\\�\� 0IF N 4�119/' TO VERIFY ALL DIMENSIONS IMEN NS ON COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING ;� •• r� " DRAWN BY:I ALS MFG'S REQUIREMENTS, METAL SIDING AND ROOFING SHALL BE WARRANTED REV EW: #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED iy`� y;� = REVISIONS: ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. Z METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT II C ¢ M.2 y EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; L jtn �'{� DATE: 10/4/24 BOTTOM EDGE OF STANDARD ROOFING MATERIALS. i Z ` • � �' SITE: MELAMED .••077 �2•••: ,� DETAILS "fee tell�FESSI JA . 4 Job Truss Truss Type Qty Ply NY Seal 26'stock 169362925 82411067 T26 FINK 1 1 Job Reference o tional Superior Trusses,LLC, Lititz,PA-17543, 8.820 s Oct 10 2024 MiTek Industries,Inc. Mon Nov 412:41:24 2024 Page 1 ID:CIY2zi510nLMsLlyH01Sy9zy2Xm-AGHVAZKOTEMtBgV69jjJtdV OVsJ-CKewNXMgfyMZCf -10 6-10-14 13-0-0 19-1-2 26-0-0 6-10 -10 6-10-14 6-1-2 1 6-1-2 1 6-10-14 10 Scale=1:45.9 5x8= 4.00 12 2x4 2x4 3 5 11 12 1 2 6 7 10 9 8 4x10= 4x6= 4x6= 4x6= 4x10= B-11-4 13 0 0 17-0-12 26-0-0 B-11 0-12 4-0-12 B-11-4 Plate Offsets(X,Y)- [2:0-0-0,0-0-4],[6:0-0-0,0-0-4] LOADING (psf) SPACING- 4-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TOLL 3 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.30 8-10 >999 240 MT20 1691123 (Ground Snow=40.0) TCDL 5.0 Lumber DOL 1.15 BC 0.74 Vert(CT) -0.41 2-10 >742 180 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT) 0.14 6 n/a n/a BCDL 5.0 Code IBC2021/TPI2014 Matrix-S Wind(LL) 0.16 B-10 >999 360 Weight:115 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.1 TOP CHORD 2-0-0 oc purlins(2-6-9 max.) BOT CHORD 2x4 SPF 21 OOF 1.8E (Switched from sheeted:Spacing>2-0-0). WEBS 2x4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. REACTIONS. (size) 2=0-6-0,6=0-6-0 Max Horz 2=146(LC 9) Max Uplift 2=683(LC 10),6=683(LC 10) Max Grav 2=2404(LC 15),6=2404(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=5301/1398,3-4=-4423/1242,4-5=4423/1242,5-6=5301/1398 BOT CHORD 2-10=1213/4881,8-10=709/3223,6-8=1213/4881 WEBS 3-1 0=1 3461443,4-10=298/1569,4-8=298/1569,5-8=1346/443 NOTES. 1)Wind:ASCE 7-16;Vuft=130mph(3-second gust)Vasd=103mph;TCDL=3,Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp C;Enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=40.0 psf;Pf=33.6 psf(Lure DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0; Cs=1.00;Ct=1.20 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 33.6 psf on overhangs non-concurrent with other live loads. 5)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load. N 6)Plates checked for a plus or minus 2 degree rotation about its center. ! El�V Y 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 683 lb uplift at joint 2 and 683 lb uplift at �P. JPN GAR, joint 6. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. r- 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. r- cc m . Z c� 08 009� kid v Fes S10 November 4,2024 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII-7473 rev.1/2/2023 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not MiTeke a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web andfor chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd. fabrication,storage,delivery,erection and bracing oftrusses and truss systems,see ANSIITPII Quality Criteria,and DSB-22 available from Truss Plate Institute(www.tpinst.org) Chesterfield,MO 63017 and BCSI Building Component Safety Information available from the structural Building Component Association(www.sbescomponents.com) 314.434.1200/MiTek-US.com