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29-367 (5) 61 AUSTIN CIR BP-2017-1162 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 29-367 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:CAR PORT BUILDING PERMIT Permit# BP-2017-1162 Project# JS-2017-001963 Est.Cost: $4185.00 Fee: $68.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: Homeowner as Contractor Lot Size(sq. B.): 16030.08 Owner: MATTHEWS DENNIS R&SUSAN M Zoning: Applicant: MATTHEWS DENNIS R & SUSAN M AT: 61 AUSTIN CIR Applicant Address: Phone: Insurance: 61 AUSTIN CIR FLORENC EMA01062 ISSUED ON:4/25/2017 0:00:00 TO PERFORM THE FOLLOWING WORK:ADD CARPORT POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy signature: FeeType: Date Paid: Amount: Building 4/25/2017 0:00:00 $68.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2017-1162 APPLICANT/CONTACT PERSON MATTHEWS DENNIS R&SUSAN M ADDRESS/PHONE 61 AUSTIN OR FLORENCE PROPERTY LOCATION 61 AUSTIN CIR MAP 29 PARCEL 167 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out {11��� Fee Paid Typeof Construction: ADD CARPORT New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON TRIS APPLICATION BASED ON INFO TION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* _Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW _ Water Availability Sewer Availability Septic Approval Board of Health _ Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Den. iti,' !ela y Sig Oro un.; O"icia Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning& Development for more information. I f City of Northampton DepartmentaN'�'+.!la` ^x..:c�,it it � Building s u 212 Main Street Room 100 Northampton, MA 01060 phone 413-587-1240 Fax 413-587-12726 ` ^^tee"' an,^s" APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office (G 0-14.5 re'ri C-ir'GLC Map a / .. ..Lot 3 e 7 Unit Ft,<in I✓12_ 6tr62- Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Ci...--. 714 ejat- Name(Print) T m s M aT���s Current Mailing Address: lleF /o) Pr.. ATi& L1}Gic ftore.,ot (na Sine �^ Telephone 103-5 fp( -Ljjs Signature 12 —. -),14 d uh ,mrt.I; Alia 2.2 Authorized Agent: ,-1� }lo 141 S6riw' S FD - T fa! T -c-a" 7$+c- MDG'.r ,Cr1 NL Name(Print) Current MailingAddress: Z *fc3p r N r CrioR Nie6j TricepO&amu , Cc)/rt, 33e-72v-214- Signature Tele one p.gp$- s 9 7- 3S SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cast(Dollars)to be Official Use Only completed by permit applicant 1. Building (a) Building Permit Fee '4( 25. 93 2. Electrical (b)Estimated Total Cost of 0 Construction from(6) 3. Plumbing Building Permit Fee -2(160 4. Mechanical(HVAC) 5. Fire Protection 6. Total =(1 +2+3+4+5) 43 Check Number r✓ This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building CommissionerAnspector of Buildings Date , c Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by NDNe Re&Vt>cK rta L Building Department Lot Size /ac /.....).c.0 l oo t l L 011 _. I Frontage l U U L. /ca [1-____..—__—_. i Setbacks Front r7p Ul 711 I _] Side L:LCL41 R:/cr L:IWI R:_11..0a E1TI P Rear . . [LQ] Building Height Ginl I a .] __ Bldg.Square FootageI-1"r-1 I % `—1 `-1-1 Open Space Footage f % _ ..I (Lot arca minus bldg&paved L_ I H i �� _ parking) #ofParking Spaces E_-.J L.—. <—.1 Fill: if - J _-_-I (volume&Location) — - A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO ® DON'T KNOW © YES 0 IF YES, date issued:[ H IF YES: Was the permit recorded at the Registry of Deeds? Op NO O DONT KNOW O YES O IF YES: enter Book L _.J Page 1 and/or Document#L- il B. Does the site contain a brook, body of water or wetlands? NO 0 DON'T KNOW O YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? -1 (lift Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES © NO e IF YES, describe size, type and location: r �'I D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO IF YES, describe size, type and location: E. MI the construction activity disturb(clearing, grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES © NO j IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) Aop P Car ever AT- GAOion n`.v1. z9 Pant,' Aar.St New House n Addition 12.4 Replacement Windows Alteration(s) Roofing n p.racheI Or Doors O Accessory Bldg. IY1 Demolition 0 New Signs [Cl Decks [p Siding[D] Other[d] Brief Description of Proposed C di-9"r A DD p Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet gaii If New house'anihor a.ddition o existing hoUslncl.co inlet@ fhe following: a. Use of building :One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT. I, 1) r.nt5 R M2 rin-ewS , as Owner of the subject property NTtohereby authorize `171/4/1— to act on my behalf, in all matters relative to work authorized by this building permit application. 126,-krz.,+ a 111/1. Signature of Owner Date /3 I, ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name Signature of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 LiConsed Construction Supervisor: Not Applicable 0 Name of License Holder': License Number Address Expiration Date Signature Telephone &Mar /? S.Registered HomelmSrovement Contractor.,. . ... ., •; ) Not Applicable 0 Company Name Registration Number Address Expiration Date telephone_ SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M,G.L c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... 0 No D 11.\-:MomeOwneraExemptian The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1 Definition of Homeowner:Person(s)who own a parcel of and on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Officialtbpt he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,duringand upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform mirk for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with rte State Building Code,City of Northampton Ordinances, StateandLocal Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature i/''-^�^---. �`t'1 kJ/ , 3/ 17 City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150k Address of the work: 6 1 It a s nn c ;re � t rim�„c , v The debris will be transported by: 711/4” r The debris will be received by: Building permit number: Name of Permit Applicant Den , ;S M 2 rrA S Date Signature of Permit Applicant H1i3/ r7 The Commonwealth of Massachusetts w� Department of Industrial Accidents _moi= Office of Investigations__ 1 Congress Street,Suite 100 • "-«= Boston,MA 02114-2017 ,;,� www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly • Name (Business/Organization/lndividual): TN r I S 1 A-) 5 G2 e0 • I A-Skey) /9cer•r"( to L n Address: - Gd e;v7� 1 an we4 Hi/y)17 , City/State/Zip: / Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. Es New construction employees(full and/or part-time).* have hired the sub-contractors 2.0 I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp.ursurance.I required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.E Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other (6c T r- C)rpettr comp.insurance required.] *Any applicant that checks box MI must also fill out the section below showing their workers'compensation policy information. I Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. l do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature: O 714 Date: 1///3 1, -7 Phone#: 51 V- 03[ L' Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information (if necessary) and under"Job Site Address"the applicant should write "all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext 7406 or 1-877-MASSAFE Revised 7-2013 Fax#617-727-7749 www.mass.gov/dia City of Northampton • • 4 Massachusetts (4 yw w Y5, A /k t 2 DEPARTMENT OF BUILDING INSPECTIONS + '�i 212 Main Street • Municipal Building JF, `em" 7.6°:E2-4/ Northampton, MA 01060 rYjyiji`� INSPECTOR Louis Hasbrouck Chuck Miller Building Commissioner Assistant Commissioner HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her construction supervisor. The state defines "Homeowner' as, " Person(s) who owns a parcel on which he/she resides or intends to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two- year period shall not be considered a home owner." The building department for the City of Northampton wants any person(s) who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation/footings (before backfill). sonotube holes (before pour), a rough building inspection (before work is concealed). insulation inspection (if required) and a final building inspection The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected If the homeowner hires other trades to perform work (electrical, plumbing & gas) the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the project until such time as the proper permits and inspections are made I, "-�fl- `'— understand the above. (Home owner/resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. Date k / 3 ( 1 -7 Address of work location (.a / /5oc ri r1 C r VC £ r FLO 17-Cr/Y1 CC Ill 8 6 /d/ Z (.o1 /21,,s7- 1 r c,acce e K. 0 2, /3 pc/P-1 ) r Cl', T J if'z- 1 L-6- wN Z ;> O, C. ,s , �.s 'F A ;a )_Lvo< zy , 1 w e1 , s � 7 a k ' -r : ' i i 75 ii 11 W 4--- rr �wJ / a 2c J&JAuto Salesfl i< ,. ; Distributor for T-N-T Carports `n ° Call John 413-364-784 1645i" S�+t ? , - -. ._.� Fa Cdc7Let __ ____ ____ B___„______, ____ __ di __ _ __==,,, __t_,,,,___„, 14 Gauge Double Carpo '7-. ' c-rr"(te•,,en ?� __ _ __z_ .. - Mnstatei ottarytt O FREE DELIVERY a__ 29 Gauge INSTALLATION on YOUR LEVEL LAND Steel Roof %‘' -•,,,,,...„..,. ..„--Trim for Finished Appearance Models in photos ... . . - for display only 21/2" 14 Gauge 21l4" 12 Gauge 20 Year Galvanized Framing Warranty 6 Ft. Legs Frame Triplewide Standard Features: Braces for Strength Available NOTICE: Lengthwise Frame Also Available 12 Gauge 30 x 31 is 1 Ft Shorter than Roof, Mir r Except Vertical Carports ,t we accept 01‘41)Wm` , , y� ,tsc wr> 14 Gauge Prices subject to change without notice.51 - Except options,see other side. 12 x 21 $ 1,345 18 x 21 $1,645 20 x 21 $ 2,045 22 x 21 $ 2545 24 x 21 $ 2,745 12 x 26 1,675 18 x 26 2,070 20 x 26 2,570 22 x 26 3,195 24 x 26 3,445 12x31 1,995 18x31 2,445 20x31 3,045 22x31 3,795 24x31 4,095 12x36 2,340 18x36 2,865 20 x 35 3,565 22x36 4,440 24x36 4,790 12 x 41 2.690 18 x 41 3,290 20 x 41 4,090 22 x 41 5.090 24 x 41 5,420 12x46 3,040 18 x 46 3,715 20 x 46 4,615 22 x 46 5,740 24 x 46 6,190 12x51 3,390 18x51 4,140 20x51 5,140 22x51 6290 24x51 6,890 �'r11- 20 Year Framing Warranty on12 Gauge Framing is for rust ;,,r:::"rt 12 Gauge through of framing assuming normal user cafe&maintenance . 12 x 21 $ 1,595 18 x 21 l$ 1,895 20 x 21 $ 2,295 22 x 21 $ 2,795 24 x 21 $ 2,995 12x26 1,970 18x26 2945 20 x 26 2,845 22 x 26 3,470 24 x 26 3,720 12x31 2,345 18x31 2,795 20x31 3,395 22x31 4,145 24x31 4445 12 x 36 2,670 18x36 3,19020x36 3,890 22x36 4,765 24x36 5,115 12 x 41 3,140 18 x 41 3,740 1 20 x 41 4,540 22 x 41 5,540 24 x 41 6940 12x46 3,610 18x46 4,340 20x46 5,190 22x46 6,315 24x46 6,765 12 x 51 4,080 18 x 51 4,940 20x51 5,840 22 x51 7090 24 x 51 7,590 claw 3rocr . . _t ' lv . - - U,l F ii.YMTh.:L 7, '!11! 7_ -+gep,I 170 Holly Springs Road, Mount Airy, NC 27030 ii--- N _ Remit to: P.O. Box 760,Toast,NC 27049 ---"` Business 336-789-3818 Toll 800-597-3597 Order# Fax 336-789-4122 Fax 336-374-2949 • TNT CARPORTS, INC. Dealer County Phone Date: Buyer Name(s): Buyer Address: City: State: Zip: Phone (Home): qt -cm -(`q/L (Cell): (Email): Site(Unit Location if different from above): INCORRECT OR INCOMPLETE ORDERS WILL NOT BE PROCESSED. -Description •Width •Roof Length •Frame Length •Leg Height' -Gauge PriceTotal Sd¢: Tax: $ Options ❑*NON CERTIFIED -OR- ID *CERTIFIED Process Fee: $ 5.00 ❑*A-Frame -OR- ❑ *Regular Frame Subtotal: $ ❑ Vertical Roof (A-Frame Required) ❑All Vertical (A-Frame Required) Ratio Trip/ Ell Additional Leg Height Transportation Fee: $ (if applicable) Close 2 Sides ❑ Horizontal ❑Close 1 Side ❑ Horizontal Drawings: ❑ Vertical ❑ Vertical (If applicable) $ ❑ Horizontal H Horizontal ❑ Close 2 Ends ❑ Vertical ❑Close 1 End ❑ Vertical (if $ (if applicable) ❑Gable End ❑ Horizontal ❑Gable End ❑ Horizontal ❑ Both Front: ❑ Vertical" Back: El Vertical*** Total: $ ---Add$75 for each VERTICAL GABLE END. ❑ Window 30 X 30 Standard Deposit: $ ❑ Walk-In Door ❑ 32 X 72 ❑ 36 X 80 Balance Due: $ ❑ Roll-Up Door Sae: Order WILL NOT be processed If dealer ❑ On side,add$120 per door,up to 12'wide collects more than allowed commission. ❑ Mobile Home Anchors WALK-IN DOOR, WINDOW AND ROLL-UP DOOR PLACEMENT El Extra sheets on side: Size: How Many: FRONT VIEW BACK VIEW ❑ Other(Specify; /� j ❑ Other(Specify) ---Cir ❑ Other(Specify) ❑ Other(Specify) -- RIGHT VIEW LEFT VIEW Roof Sides ❑Cement Size: Color: Installation: Q Ground ❑Other I 1 I Ends Trim If no.buyers m ite Permits:Permit# Land Level: ❑ Yes LINoNo to level must he on site El Waiver Attached ❑ Not Required Electricity: ❑ Yes 5 No REQUIRED FIELDS. "REQUIRED IF APPLICABLE. MUST BE TYPED OR PRINTED.USE ONLY BLACK OR BLUE INK. BUYER MUST INITIAL WARRANTY SELECTION See Limited Warranty Explanations on Reverse Side 14 Gauge-Workmanship Only 12 Gauge-Workmanship&Rust-Through 14 Gauge-Certified (Site of installation must be level) . 12 Gauge-Certified(Site of installation must be level) If accepted below by T-N-T Carports,Inc.(Seller)at its office in Mount Airy,NC,this order becomes a contract between Seller and the Buyer named above as follows:subject to the terms above and SUBJECT TO THE TERMS AND CONDITIONS ON THE REVERSE SIDE, Seller and Buyer agree that the Seller will sell to Buyer the metal building(Unit)described above and install it at the address stated above and that Buyer will obtain all required permits,prepare the site for installation,purchase the Unit and pay the Price as stated above. BUYER(S): Dealer/Witness: ACCEPTED: T-N-T CARPORTS, INC. > Date: a Cpl 4 es FC to17150 'T5Og Pmcl,CL CC-or 4,4t1? -Thal yr:or ATOM♦ +- ..-�-� ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/00 " E'MMI00 ) 5/11/2016 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 INSURERIS),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the colleges)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 rv2l°SPOT Ellen Sawyers BB&T- Blue Ridge Burke Ins. I,rat Etll,336 7834885 AX No/ 888-6.324240 187 W. Independence Blvd E.a.AIL ere bbandtcom PO Box 4600 ADpasss. .esa wyers@bbandt.com AFFORDING COVERAGE NAI°b Mount Airy,NC 27030 INSURER A:Hartford Fire Insurance Company 19682 INSURED INSURER e.Twin City Fire Insurance Compan 29459 T-N-T Carports Inc. - INSURER:Sentinel Insurance Company Ltd 11000 170 Holly Springs Road - - --- - _ - - Mount Airy,NC 27030 NSURER __... INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER'. THIS 15 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOT✓NTHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS OCRFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 15 SUBJECT TO ALL THE II (MS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES L.MITS SHOYIM MAY HAVE BEEN REDUCED BY RAID CLAMS. _._.P...... ___-._ I 95R1 AOOl5U9K POLICY EFG POLICY EXP LTR OK P.EuRANCE (NSR WVD _ POLICY NVh:eEN I(MMIDDSYYYY ieleADDererel LIMITS A gCOMMEPCiAL GENERAL LIABILITY 22UUNAC4341 05/13/201605/13/2017 E, CEEkERENC: 1,000,000 I . .,. X cc�LR RA TD' REX' e x300.000 -_ ,(rt DM, x10.000 PE ON JV waoav x1,000,000 - .... ELN -e-NII�,K ES PFR hENLCIA.ACCFMGATF x2,000,000 -soPRODUCTS car. 52,000,000 cr .LL.' .30 P.:O RAGG Ch F C AUo oe LE LABILITY 22UENPG9698 10511712016 05/1772017 Win c eN uN RLeUDR x1 000.000 B - 22UENB07985 0511712016 05/17/2017 ac vT RT LTETel - -- s_cF..,_u ACP L L �'_ X Ds X u s X _ .. 'ARE Ez AGE ,_ ` DSIILD UMBRELLA LMB OCCUN - EAG OCCURRENCE EXCESS LIAB - Me IAACL AGGREGTF EDO L N _ BWOR WORKERS COMPENSATION 22WBRHB415 05/13/2016 05/13/2017 X F i •.t __. OW- ArvDF a E SI BL Et YY x1000,000 Ccr(ER E atR<zwsC^ -A gmandatoly ry 1 E L sE EA JP_ r_E x1,000,000 _scPP _Nans##.# - Sr roue?I. d1.000,000 DESCRIPTION OF OPERATIONS LOCATORS VEHICLES IACOR°IDI.Additional Remarks Schedule.may Oe Turned it more space is reyui edl Supplemental Name First Supplemental Name applies to all policies -T-N-T Carports, Inc.. Barns.com,Carports.com CERTIFICATE HOLDER CANCELLATION For Office Purposes OnlySHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE p THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Individual Certificates will be ACCORDANCE WITH THE POLICY PROVISIONS. issued upon request of Insured AUTHORIZED REPRESENTATIVE Eat,. 1988-2014 ACORD CORPORATION,All rights reserved. ACORD 25(2014101) 1 of 1 The ACORD name and logo are registered marks of ACORD k41A14 d L901M1An01°]d FCC Sp/ethade&C oleWill MANUFACTURED BY: 7 n-/7///////////(/ rca ill -'.....4:z.....111 j.III I \ rii•O \ I. . / �/ �N� �000.1 ` ��` i Carports, Inc. City of Northampton �� �\" rots!%i 170 Holly Springs Rd. BuildingDepartment '1 \%0,...0,01.1:;0=14 Mt.Airy, NC 27030 plan RBVieW - --'_ % 1-800-597-3597 212 Main Street ENGINEERED BY: Northampton, MA 01060 REGULAR / A-FRAME ' 1 18'-0II WIPE .ENGINEERENG ,,IVU..STRVCCURAL CARPORT STYLE BUILDINGS 5.91 I ia...,E.Lik S' a•'RAJA D" A' rel:41929RI9Are Fu.U 994,,955 DRAWING INFORMATION DESIGN NOTES DESIGN CRITERIA DRAWING INDEX PROJECT. 18-d'WIPE BUILDINGS 1. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE PREVAILING CODE: DSDC 8TH EDITION COVER SHEE'. 1 LOCATION: STATE OF MASSACHUSETTS WITH IBC 2009,OSHA,AIS,,360,ASCE 7-05,AWSD 1.1 (IBC 2009) SCHEDULES 6 MEMBER- PROJECT NO.; 032-16-0224 USE GROUP: U(CARPOR TS,BARNS) SHEET TITLE _-- --- -...- CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. SECTIONS 2 2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON 1. DERV LOAD(0) D=4 PSF FRAME SECTIONS 6 DETAILS 3 COVER SHEET 2. ROOF LIVE/SNOW LOAD(Lr) FOUNDATION DETAILS SHEET Lr=20-90 PSP SPACING SCHEDULES- ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME (AS PER SNOW LOAD) 6 ENCLOSURE NOTES 4 SHEET NO.; 1 / 11 3. SNOW LOAD/5) MAY DE SUBSTITUTED WITH MATERIAL EQUAL OR GROUND SNOW LOAD Pg=20-90 PSF PURLIN Q GIRT SCHEDULES ---- 5 DRAWN BY: LAK GATE:8/9/16 EXCEEDING ORIGINAL IMPORTANCE FACTOR Is=OB SHEATHING OPTIONS 6 CHECKED BY:OAA DATE Sf9/76 4. WIND LOAD(W) LEGAL INFORMATION 4. ALL SHOP CONNECTIONS SHALL DE WEL DEO EYOXX BASIC WIND SPEED Vns,=90-150 MPH SIDE WALL FRAMING CONNECTIONS. 6,C -- -ANY IMPurnnON OF THE)LwAYMOIN OR (Vns S OPENINGS 7 PART a SWwwMI JCLYwuiEN. EONE POING:C NII IMPORTANCE FACTOR Iw=087 <=100) DE PROCECOTED UNDER ThE FLU EMIOTTCFmE LAW. 5. ALL FIELD CONNECTIONS SHALL SE TEKS 812(1/41X1). 0.77(VAD,>100) END WALL FRAMING -DRAWINGS VAUD UP TO I YEAR FROM DATE OF 155tX. 6. STEEL SHEATH G SHALL BE 290A CORRUGATED GALV. 5 SEISMIC LOAD(E) 3,OPENINGS -- 8-A,D-e, SEAL DESIGNCATEGORY D OR PAINTED STEEL-MAIN RIB M.3/4"(FY=80K51)OR EQ. IMPORTANCE FACTOR le=1.00 CORNER BRACING DETAILS 9 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELSOPTIONAL LEAN-TO ADDITION -- 10 �H OFM LOAD COMBINATIONS: 1`L 3+4 Os SHALL BE GRAPE 50 GALV.`STEEL. 1, D+(Lr OR 5) FOUNDATION OPTIONS --- 11-A 1011-D AR" OMAR 90y 2. D+(W OR 10.7E) • b 5, STRUCTURAL TUBE T521/2"X21I2"-14GA.IS EQUIVALENT A3. D+0.95(W OR+07E)+0.95(Lr OR 5) ABU-YASEIN N 101521/4"X21/4"-12GA AND EITHER ONE MAY DE USED IN 4. 0.60+(W OR±O]E) CML / LIEU OF THE OTHER. -No. 49232 m PD "PE'G/STE84) `vP CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION CERTIFICATION VALIDITY / FSS/ONAI. EWO\� 0 A.FRAME NOTICE OWNER: __ GROUND SNOW: WIDTH: FRAME TYPE: ADDRESS: — O REGULAR DATE OF ISSUE:MAR 14 2016 l..l ROOF LIVE LOAD; LENGTH: 0 FULL ENCLOSURE 0 PARTIAL OERnFICATION ON THESE DRAWINGS I5 DATE EXPIRES: 06/30/2018 TYPE' VALID FOR ONE YEAR FRWN DATE OF ISSUE BASIC WIND SPEED: HEIGHT; ❑ OPEN DATE SIGNED: AUG 092016 MANUFACTURED BY: TABLE 2.1: MEMBER PROPERTIES ,,Ilpp I. P ❑ :O. LABEL I PROPERTY DETAIL NO. N /�� 1 COLUMN POST' 25'X2.5'X14GA TUBE 1 'I 2 ROOF BEAM 25"X 2.5 X RIGA TUBE 1 y ,/ 3 BASE RAIL 25"X25'X14GA TUBE 1 X2.5"� 2.25 4 PEAK BRACE 25"X25"14GACHANNEL 4 THICKNESS H 14GA THICKNESS=14GA Carports, Inc. 5 KNEE BRACES 25'•X 15 IIGA CANNEL 4 2.5"X 2.5'14GA TUBED 2.25"X 2.25°14GA TUBE\ 6 CONNECTOR SLEEVE 2.25'•X 225'•X tIGA TUBE 2 scALE:NTS SCALE:NI 5 v 170 Holly Springs Rd. 7 BASE ANGLE 25"X 2.5•X 3"LG.1/4"ANGIE 10 Mt.Airy, NC 27030 e PURIM 425•71.5'x 18Gn nlGn HAT Rb+M.EL 5 -\ t 1-800-597-3597 9 GIRT 425'X 15 Xi&GA/146A HAT CHANNEL 5 _ N Ei t LJ — 9A OPT.END WALL GIRT 25 1.5 XLICA amniaI / / ENGINEERED BY:1D SHEATHING 29 GA CORRUGATED SLEET 8 �2"� '12.5"•I ''� 11 ENO WALL POST 25'X 2.5 X 14GA TUBE 1 THICKNESS=I4GA TTIICKNESS=14-GA 12 DOOR POST 25•X 25'X 14GA TUBE 1 2"X 2"14GA TUBE 25"X 15"RIGA CHANNEL 0 AAAENGINEERING 13 SINGLE MENDER 25"X25 X 14GA TUBE 1 SCALE:NTS SCALE:NTS CIVIL,STRUCTURAL 14 DCUBLE HEADER DBL.au.X2.5"X 14GA TUBE 1 .5911n„v;u,ua rbce,HIE n•T"kIn.ox END Td.11 E/E219BB•Fv..114ID2t955 SERVICEDWRlWINDGW 1.50" FRAMING "X29'%I4GA TUU[ 1 15 tt DRAWING INFORMATION 16 ANGLE BRACKET 2"X2"X2"I0.14GA ANGLE 7 17 STRAIGHT BRACKET 5X2•X4"LG.I4GA PLATE 6 PROJECT: 18'-0"WIDE BUILDINGS 18 PB SUPPORT 25"X 25'X TOGA TUBE 1 `-!- LOCATION: STATE OF MASSACHUSETTS 19 DIAGONAL BRACE 2"X2"X14 GA TUBE 3X - - - 425" PROJECT TL : 032-1 �24 K 20 CANDLE BRE 2"%2"X14GAN0E 3 SHEET TITLE • 21 DB BRACKET 2.5"X 2.5 X 6"LG.RIGA ANGLE 9 THICKNESS=18GAv/RIGA • 22 TRUSS SPACER zs^xzs^x14Gn TUBE 1 425"X1.5"X18GA/WGA\ / COVER SHEET HAT CHANNELTEKS#12 X 3/4"SELF-DRILL SCREWS W/ _....., 23 AIL FASTENERS SCALE NTS NEOPRENE/STEEL WASHER SHEET NO.: 2 / 11 TARE 22:SHEATHING FASTENER SCHEDULE !:11 \ \ D_RAwN BY: LAK DATE:8/9/16 LOCATION CORNER PANELS SIDE LAN EDGE LAPS ELSEWHERE N CHECKEODY:OAA DATE:B/9/16 SPACING 6"C/C MIN.1 4'C/C 8•GC B° LEGAL INFORMATION FASTENER TYPE:TEKS 7/12X1"SELF-DRILL SCREWS W/NEOPRENE/SIFIL ` -ANY wru WrC DuslraALwe IN%HOLEar WASHERe'ISI ^ � PART IS STRICTLY FORPIDDEN.ANomMrcyG 50AAL 2n 'r=14CM�" DPPROSECUTEDUNDER ME RAT WENT CERN lAW. THICKNE5.5=RIGA THICKNESS=RIGA -ursgvnxcs VALID uv T0lrrax PROM eATecFi=t+E. STRAIGHT BRACKET® ANGLE BRACKET/a SEAL: SCALE:NTS SCALE:MS 4.PLSHOFMA ed: =''s ozi�OMAR °t s 9' Cl L 7 ABU-YASEIN Nmi o� \ ` oil CIVIL Ur N CIVIL 2 F‘111 1 If 6n 3., ... FFSS/®NAL Ot THICKNESS=29GA THICKNESS=14GA THICKNESS=1/4" 29 GA CORRUGATED SHEATHING® ^ BASE ANGLEDATE DB BRACKET 9/I SCALE; ns 10 DATE ExPIREs: 06/30/2018 SCALE:umg scnlE:xrs DATE SIGNED: AUG 092016 [4]PEAK BRACE [4]PEAK BRACE MANUFACTURED BY: B ® [2]ROOF BEAM '�_-\ 12 3 [2]ROOF REAM I�`r. 12 13 I Apr t al I % j Mr �! ' I © Carports, Inc. [57 KNEE BRACE -SEE [5]KNEE BRACE ENG TABLE 3-D2 FOR LEI'K TH TABLE 3 Bz FOR LENGm 170 Holly Springs Rd. ML Airy, NC 27030 G q 1-800-597-3597 [1]COLUMN P05i ° [1]COLUMN POST — +4 ENGINEERED 9Y: til, [37 RASE RAIL a a A&A ENGINEERING ® [3]BASE RAIL © CIVIL.STRUCTURAL ' !TI \ ' LT1 S91INevusvrtPl.v.tueeBvl'akdq al 11423 krvnaasvµv..c 4uu 9➢260.55 I. it-3 V2" 17E91/2" TTL 4194g1-1983•FIT-tDRAWING INFORMATION TYP. A-FRAME SECTION TIP. REGULAR FRAME SECTION PROJECT; 18'-0'WIDE BUILDINGS_ SCALE: S - - M 2 SCALE:^s LOCATION: STATE OF MASSACHUSETTS 12 S � - [2]ROOF BEAM SHEETOT E 032-160224 sx ETTRE A \� FRAME SECTIONS & [2]ROOF(BEAM ijr DETAILS ACE ATTACH (4]PEnK BRKE-ATtnLH W/(2) snFET xo.: 3 / 71 3]FASTENER$ [237 FASTENERS ES. TOFAL 4 EPCH E.S. [5]KNEE BRACE-ATiEPi END).MAINTAIN MIN Y'EDGE DRAWN BY: LAK DA TE:8/9/16 't N[11-1(2)[25]FASTENERS DISTANCE AND SPACING CHECKED BY:OAA DATE:B/9/16 d [6]6"LG.CONNECTOR SLEEVE- fl ES. FIELD DOLT W/(23]FASTENERS PEAK BRACE CONNECTION DETAILS,,, LEGAL INFORMATION ES.-SEE THOLE 32 FOR C.OF [6]&"LG.CONNECTOR 5LEFVE- SCALE:RCS DBFUCAnON OF 111t5 Dwvam&JN wxC OR FASTENERS REGD, FIELD DOLT W/[23]FASTENERS PART Ls sUCILYW FORBIDDEN.ANYONE nawsO vnlr BE PFL SCLUIED UNDER THE FUUIXIFM6Mt[AW. A.'A'-f-RAME t7@REGULAR'RAME 6Lf LG.CONNECTOR[23]FASTENERS - SEAL DRAWINGS iolnaeFxom DmeoFlsvr. DICOLUMN POST CF FASTENERS REGD. [ q --- FIELD DOLTW/ FASTEi€Rf SEAL l COLUMN POST -SEE TABLE 5.2 FOR ND.OE I� [t]COLUMN POST FASTENERS REDD. H OF MqS -......... SCALEEAVE xlDETAILL \� SEP OMAR sscK, S C- [3]BASE RAIL r ABU-YASEIN y %: I - CIVIL C j r ,- NG.IVIL BASE DETAIL q P G/sTERE� ap TABLE 3.1:KNEE BRACE SCHEDULE TABLE 32 FASTENER SCHEDULE SCALE:NIS ' fl OFFss/oNnL ENeA�� EAVE HEIGHT I KNEE BRACE LENGTH WIND SPEED(MPH)1NO.OF FASTENERS C.] UP TO 24" 90 TO 105 4 91012' 36" 110 TO 150 6 NOTE:COLUMN POST MAY BE ADJUSTED.1"FOR LEVELING. 135 ]0 150 8 MANUFACTURER 15 NOT RESPONSIBLE FOR LEVELING OF GROUND DATE EXPIRES: 06130/2018 AND/OR CONCRETE SURFACE PROVIDED BY CIDERS. DALE SIGNED: AUG 09 2016 MANUFACTURED BY: TABLE 4:FRAME SPACING SCHEDULE OG9 LW ENCLOSED SE0 BDILDIHGS OPEN BUILDINGS 11111111111N.41411711% 100 RE WIND SPEED(MPH) WIND SPEED(MPH) SO I OAD LW (P5P) 1 7 11O 120 130 140 150 90 100 110 I20 130 140 150 30/20 . 5 5 5 45,5 35 3 25 5 45/5 4/5 35/5 3/35 3 2.5 r4 40/25 45/5 455 4.5/5 455 3.5 3 25 4.5 4.5 4/45 3,5/45 3/35 3 2.5 Carports, Inc. th N a/35 4/5 4/5 45 4/4.5 35 3 2.5 4 4 4 35/4 3/35 3 25 [°of 60/40 35 3.5 35 3.5 35 3 25 I 3 3 3 3 3 5 25 170 Holly Spdngs Rd. 70157 3 3 5 3 3 3 25 3 3 3 3 3 3 2.5 Mt.Airy, NC 27030 O 50160 25 2.5 2.5 2.5 25 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 25 1-800-597-3597 90/70 25 2.5 2.5 2.5 25 25 25 2 2 2 2 2 2 2 - - ENGINEEREDBY: 30/20 5 5 5 4.5/5 4 35/4 35 5 45/5 415 3.5/5 3/4 3/4 3/35 'I '� I - 40/25 45/5 45/5 4.5/5 4.5)5 4 35/4 35 45/5 4.5/5 4/5 355 3/4 3/4 3/35 ui 0,, 50/35 4/5 4/5 4/5 4/5 4 35/4 35 I 4 4 4 35/4 3/4 3/4 3/35 4J 60140 35 35 35 35 3.5 35 35 3.5 3,5 3.5 35 3/35 3/3.5 3/35 E ASA ENGINEERING y1 7015 3 3 3 3 3 3 3 3 3 3 3 3 3 3 .' 4 STRUCTURAL w^ BO/60 2.5 2.5 2.5 25 25 25 25 2.5 25 2,5 25 25 2.5 2,5 5911 Muip .2 Pl...,Sint a 1.,ON 1303 O IST 4I INT 4112321093 p9�0170 2.5 2.5 2.5 2,5 25 25 25 25 2.5 25 25 25 2.5 2.5 ..,«...,,6,n 30/20 5 5 5 455 4/45 35/45 3.5/45 5 4.5/5 4/5 3.55 3/45 3/4.5 3/4 DRAWING INFORMATION II 40/25 4.5/5 4.5/5 4.5/5 4.5/5 4/4.5 35/45 3.5/45 4.55 4.55 4/5 355 3/45 3/45 3/4 4 c so/35 4/5 4/5 4/5 4/5 4/45 35/45 35/4,5 4/5 4/5 4/5 355 3/45 3/45 5/4 PROJECT: 18-0''WIDE BUILDINGS a 60140 35 35 35 35 35 3.5 35 ! 3.5 35 35 35 3/35 3/35 3/35 LOCATION: STATE OF MASSACHUSETTS UJ 70/50 3 3 3 3 3 3 3 3 3 3 3 3 3 3 &1/60 25 2.5 25 25 2.5 Z5 25 2.5 25 25 25 25 25 25 sN PROJECT _037.-16-0224 90/70 25 2.5 25 25 25 25 2.5 25 25 2.5 25 25 25 25 SPACING SCHEDULES NOTES: & ENCLOSURE NOTES I. FRAME SPACWGS ARE IN UNITS OF FEET(FT). - 2. WHERE TWO VALUES ARE SHOWN.THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL SHEATHING. SHEET NO.: 4111 3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT(PSE).WIND SPEED 15 3 SEC.GUST IN MILES PER HOUR(MEfi1. -- 4. FOR VALUES THAT LIE BETWEEN TWO CELLS,THE HIGHER(MORE STRINGENT)VALUE HAS TO BE USED.INTERPOLATION BETWEEN CELLS 15 NOT ALLOWED. DRAWN BY: LAK DATE:8/9/16 CHECKED BY;OAA DATE:8/9/16 LEGAL INFORMATION -MT IXfiUCATION OP PIN DINNING IN WMME OK PART 5 5WiCTLY TOPDIDDEN.MAME DOING SO PAN 5E PROMPUTED UNDER MF HULL IXRNI OPAL VW -DRANANGS VA1D UP TO I TEAK FROM DATE OF(AAUP ........._._._ _ ZEAL: GENERAL ENCLOSURE NOTES: POSH OF M4SS 1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT. 1N� cc 2. THE MAX.BUILDING LENGTH FOR ENCLOSED DUILDING615 50'-O".THIS CAN DE INCREASED OMAR 9G DY ADDING A DOODLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. a�> 4 /'� ( ABU-YASE N -4 3. FOR ENCLOSED DUILPINGS.ONE END WALL CAN DE OPEN IF THE OTHER END WALL IS �;ON ;� 444%I.-, ) oc1 CIVIL ENCLOSED.THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING(SEE SHEET&A)OR A .41g4016- eI� ® ®®� � =7 No.49232 m DOODLE END FRAME. ® ����®��' '�°�q® ��� 'Co QFC/STEPEB 4�~ 4. OPEN BUILDINGS CAN HAVE PARTIALLY ENCLOSED SIDE WALLS.FOR SIDE WALLS UP 103' i> I , ► sESS/DIAL eNCI ENCLOSED THERE 15 NO CHANGE iN THE DESIGN.FOR GREATER THAN 3'SIDE WALL 3 �� I ENCLOSURES.THE SPACING FROM ADO✓E TABLES NEEDS TO BE REDUCED DY 6'. I 5. OPEN BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL BRACING TO SUPPORT THE PARTIALLY ENCLOSED SIDE WALL.SEE SHEET s FOR TYPICAL BRACING TY P.ENCLOSED BUILDING TIP.OPEN BUILDING DALE EXPIRES: 06130/2018 DETAILS. SCALENM SCALE: TS DATE SIGNED: AUG 09 2016 TABLE 5.1:PURLIN SPACING SCHEDULE MANUFACTURED BY: TABLE 5.2:GIRT SPACING SCHEDULE GROUND 14GA HAT CHANNELDMPURLIN IBCA HAT CHANNEL PURLIN FRAME WIND 120 130 `�� SNOW/ 'I ROOF LIVE WIND SPEED(MPH) WIND SPEED(MPH) SPACING 90 !CO I10 120 130 140 ti0 LOAD(P5F) 90 100 110 120 130 140 1501 90 100 110 120 130 140 1W 5-0Y 60 48 36 30 mm 18 30/20 48 42 36 30 24 24 36 30 24 18 18 12 12 4'{'' 60 60 48 ® 36 30 ^ 40/25 48 42 36 30 24 24 30 30 24 15 10 12 12 4'-0 EO 60 EIDEN % 30 Carports, Inc. ' d- 50/35 i 48 42 % % 24 24 24 24 24 15 18 12 12 3-6" 60 60 MEI 48 COM u131 60/40 36 56 36 30 24 24 18 10 IB 18 10 12 12 2'-CYTO3-O 60 60 Dm 48 nits 170 Holly Springs Rd. S 70150 • 36 36 36 30 24 24 18 15 10 15 15 12 12 NOTES: Mt.Airy, NC 27030 CLL 00/a) 30 30 30 30 24 24 15 18 18 18 13 12 12 1. GIRT SPACING UNITS ARE IN INCHES. 1-800-597-3597 � 2. THIS SCHEDULE 16 TO BE UBED FOR DOTH I 90/70 24 24 24 24 24 24 Yl 12 12 12 2 12 12 140A AND 18 GA PURLINS. -ENGINEERED Ey: r30/20 45 42 42 36 30 % 48 % 30 24 IB 18 2 3. FRAME 6PACINYi NEEDS TO BE DETERMINED 12 '� 40/25 48 42 42 36 30 30 42 36 30 24 15 10 FROM TABLE 4. 50/35 48 42 42 % 30 % 30 30 % 24 18 18 12 N v 60/40 42 42 42 % 30 30 30 30 30 24 15 15 I2 70/50 42 42 42 36 30 30 24 24 24 24 18 18 12 AAA GSTWEIIONG UCITEAL 80/60 36 36 36 36 30 30 18 18 18 15 18 15 12 v .YY.E,.... DR P•T k2.093/3&1 IKL 'I"hLJIAY•Ear.d1A'd1L955 90/70 % 36 % % 30 P,O 10 78 18 10 18 18 12 .09....".^= 30/20 N 48 42 42 36 36 30 54 48 36 30 24 24 18 U' DRAWING INFORMATION 3 40/25 48 42 42 36 36 30 48 48 36 30 24 24 18 _ 50/35 i 48 42 42 36 36 30 42 42 36 30 24 24 1B PROJECT: 1b'O"WIDE BUILDINGS N LE 60/40 42 42 42 36 36 30 36 36 36 30 24 24 15 LUNATION: STATE OF MASSACHUSETTS U' 3 70/50 42 42 42 36 36 30 30 30 30 30 24 24 18 -:-- CO nso % 36 36 36 36 30 24 24 24 24 24 24 18 PROJECT Na.: 032-1&0224 -._._..._. ;f:_ SHEET TILE: 90/70 % 36 36 % 36 30 24 24 24 24 24 24 18 PURLIN&GIRT 30120 48 42 42 36 % 30 54 48 42 42 % 30 30 SPACING SCHEDULES z 40/25 48 42 42 36 36 30 48 48 42 42 36 30 30 (RI. . 50/35 45 42 42 36 36 30 48 40 42 42 36 30 30 SHEET NO.: 5/ 11 . w 60/40 42 42 42 36 36 30 42 42 42 42 36 30 30 ORAwx azLAK Oare:8/9/16 S 70/50 42 42 42 36 36 30 42 42 42 42 % 30 30 CHECKED HT:OAA DATE:8/9/76 80/60 • 36 36 36 36 36 30 36 36 36 36 36 30 30 a. _ 90/70 • 36 36 36 36 36 30 % 36 36 36 36 30 30 LEGALINFORMATION 30/20 48 42 42 36 36 30 54 45 42 42 36 36 30 -MY DUPUCATON Or nIS CKAWNO PI YRICF OR PAU 0 TTRLTLY TORnun ARRA(BANG50 WLL u3 21.4 40/25 48 42 42 36 36 30 48 48 42 42 36 36 30 BE PROSECUTED UNDER NE ruu.SCThICOFIHe law -DRAVMYNG$VAI,O10 P I TEAR ROA DANCED/NE d 0 50/35 S 48 42 42 36 36 30 48 48 42 42 36 % 30 SEAL: N D/ 60/40 42 42 42 36 36 30 42 42 42 42 32 36 30 UN o 70/50 42 42 42 36 36 30 42 42 42 42 36 36 30 11) 4 80/60 36 36 36 36 36 30 36 36 36 36 36 36 30 `1HOFMAs 90/'70 • 36 36 36 36 36 30 36 36 36 36 36 36 30 P S, NOTES: of OMAR coo 1. PURLIN SPACING UNITS ARE IN INCHES. i E ABU-YASEIN % 2. FRAME SPACING NEEDS TO DE DETERMINED FROM TABLE 4. ; i 01 CIVIL 7.1 / c No.49232 <L 'A FQN.TEFE° e`4�y / FSS/ONAL Dew TE DATE EXPIRES: 06/30/2018 DATESIONED: AUG 09 2016 MANUFACTURED BY: eleie SL IIIiII [8]PURLINS a rs �� \� SY ���;�� _ vq, 48 GENERAL SHEATHING NOTES: ����� �� �/<' 1 REGULAR STYLE BUILDINGS CAN '�I� ..' 1 � ! N. �'IGr+ ONLY HAVE HORIZONTAL . AH1� I\\ �`� . _A� `v,` SHEATHING ON ROOF AND WALLS, 1`` #. I�� Milt' �``�� ```�`` 2. AFRAMF SYLE BUILDINGS CAN Carports, Inc. 1\�� - ` )�� ` �........ .e.&, i ` HAVE ANY COMBINA ION OF ink / '8411r/011111"/".•� �� HORIZONTAL OR VERTICAL 170 Holly Springs Rd. ,i `` _ ' �/ liffrI \'I SHEATHING ON ROOFS AND WALLS. Mt.Al NC 27030 ``,� \/ / IIT \�'Ii�`Ill ;%lit ``�'�Ju l II X 60TH HORIZONTAL AND VERTICALS 0- 3 B 1-800-597-3597 CO"SHEATHING CAN HAVE MM. %II II`I I. I�iill.�ti\�� �� nll_ I � I, Ix�'�\I%, I�II',.II�I ILII\ RwEVERTIC ENGINEERED BY:4 U51NG VERTICAL SHEATHING MAY � I J0 `� 1� IIS��pii�l q .--1 lt-jai ui ALLOW FOR GREATER FRAME '�� 6 I �h II (��h ����I� ��.� C SPACIW.SEE N'O1E 2 UNDER w TABLE 4. A&A ENGINEERING U> CrvS.•STNLCRIML TYP.HORIZONTAL SHEATHING ® i'II IIT 59111 s tePire,SNe IS•tee OE 4,623 SCALE M$ [B]G R-S TAYI4192IAP•Fe 119-`B2MCv TYP.VERTICAL SHEATHING ��` TING INFORMATION\ SCALD NTS , DRAWING INFORMATION - � PROJECT. 7&'-a'WIPE BUILDINGS `, LOCATION: STATE OF MASSACHUSLI IS PROJECT NO.: 032-IFr 0222F SHEET TILE: L •' SEE TABLE 22 FOR 4411111111. �� SHEATHING OPTIONS r FASTENER SCHEDULE � & DETAILS (10]SHEATH/NG / [10]SHEARING pIJ END WALL POST ArrACH PURLINS TO • . $S SHEET NO.. 6 / 11 ROOF BEAMS WI(2) DRAWN BY: LAK DATE:43/9/16 SEE TABLE 22 FOR I23)FASTENERS CHECKED BY OAA DATE:B/9/16 FASTENER SCHEDULE [b]PURLINS _ TYP, HORIZONTAL SHEATHING DETAIL® ROOF VERTICAL SHEATHING DETAIL® LEGAL INFORMATION ,SCALE:NIS 1 SCALE:WS 2 ?AKT 15 S1 CPY FGR&VEN.NOONE IXMNGS°VVALL o PRP CURD UNDER RIE FAL IXIBR OF ILK LAW. A' KAW NGO VALID UP TO.'GAR FROM DATf OF LISLE. A?TACH GIRTS TO PO5T5 i jai W/(2)[23]FASTENERS [161 ANGLE CLIP_SECURE 10 11614116 �` DOOR PCST Alv'D BASE RAIL WI(4)123)FASTENERS ES. �` ` [tO SHEARiIMi I\ P`SNOFMqSSq q■■ ®MAR cypo7 sHEATMFG J I'e S\ I,\I� 7s` ABU-YASEIN mo,'. CIVIL ybSEE TABLE 22 FOR I,[1 �\ -N0.49232 SEE TABLE 2.2 FCR I'I,`•,4%. FASTENER SCHEDULEFASTENER SCHEDULE )� R'0\FGIST6$ �R,[SA]END-WALL GIRTS •• 1I [9]GETS �\� FF`YSIONAL ENG\ i` 111V WALL VERTICAL SHEATHING-TUBE DETAIL® WALL VERTICAL SHEATHING-FIAT CHANNEL DETAIL® SCALE: S 'j $C/.LE M$ 3 DATE EXPIRES: 06/30/2018 DATE SIGNED: AUG 09 2016 MANUFACTURED BY: [12]POOR POST /� N� a / [15]WINDOW FRAMING I _ / 6"LG.COPNECrGR MAX 2 CUT FRAMES �� / SLEEVE.HELD DOLT- J! SEE TABLE 3.2 FOR NO.. J! pp %� \::://1\/ OF FASTENERS READ, [;6]ANGLE CLIP.SECURE ' Cµ orts Inc. TO COLUMN POST AND ��:AHEADER W/Et(4) [23]\�� FASTENERS E.S. e 170 ly Springs Rd. \ 00000.[6] (<�]BASE RnIL Mt.Alry, NC 27030 © DOOR POST DOT.CONN. DETAIL TYP.WINDOW FRAMING0 1-800-597-3597 , / a SCALENR CONN, DETAILger -. \ / ® SGLE:MS ENGINEERED BY: ��� \\ fl o [6]6"LG,CONNECTOR \ /I SLEEVE.MELD BOLT-SES \/ £ J! TABLE 32 FOR NO OF / FASTENERS READ A>A ENGINEERING \ j0.... CIVIL •STRUCTURAL / \ fl- /1]COLUMN POST 59 R.n.n..... bRsei.B•T(,H.N.,ON4S 'l.o el- �` a TeL a 9.fl2.m6T•n.R3]9amH ABOVE HEADER .,,,,,,,./.q., .mm 22 / CLEAR MY EACH SIDE OF �� [14]DOUBLE HEADER DRAWING INFORMATION / OJERIIEAD ODOR OPENING 6 AT +, Ila'FILLET-1-112 LG.&12" PROJECT: 18'-O"WIDE BUILDINGS DUILPING CORNERS Cr STITCH WELD BOTH SIDE WALL OVER HEAD DOOR OPENINGS SIDES STAGGERED-TIP. LOCATION: STATE OF MASSACHUSETTS SCALE:NTS COLUMN POST ADOVE DOORe) PROJECT NO.; 032-16-0224 �\ HEADER CONN. DETAIL �f s"EEr SID SCALE:MD SIDE WALL FRAMING U57 ANGLE CLI SECURE TO J! & OPENINGS COLUMN POST AND HEADER SHEET 7 / 11 WI(4)[23]FASTENERS ES. I \� Ii' [14]UwLE HEADERDMWN BY: LAK DATE.8/9/16 cuEcnBn Bv:OAA Dare 8/9/16['S]ANGLE CLIP.SECURELEGAL INFORMATION TO COLUMN P05Y A1IDA -ANY DunIDATlOx Orrnu oRAw�NG luwnatwc' SERVICE DOOR I WINDOWPAr IS DTarnrFORG Ew aNroNrcovGso� FRAMING W/(4) [9-37 p� oAAYNGPROS$AUD UP TO IAPAR�a-EOf . SERVICEDWRS FASTENERS ES. I/a"RLLET-H2"<G.W 'IO CL STITCH WELD BOTH SEAL or TO BE LOCATED U]COLUMN POST PER CUS'TCATER SIDES STAGGERED-IYP. REQUIREMENTS [15]SERVICE DOOR/ [12]DOOR POST [6] LtH MAS �® WINDOW FRAMING 6"LG.CONNECTOR OF / OPENING SIZED [1]COLUMN POST SLEEVE FIELD DOLT F,P s4 ® TO HT WINDOW SEE TABLE 3.2 FOR NO. '� OMAR C4c. TYP. SERVICE DOOR/WINDOW® CE FASTENERS FEUD. /,--\ 2 ABU-YASEINy SIDE WALL SERVICE DOOR /WINDOW OPENINGS FRAMING CONN. DETAIL COLUMN POST A80VE DOOR / CIVIL SCALE:RI 5 r en SCALE:NLs HEADER CONN.DETAIL - No.49232 SIDE WALL FRAMING NOTES; $CAIN.NTS I. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE 1000TH REGULAR MD A-FRAME STYLE BUILDINGS. ^ /Ft Li 2. MM.HEIGHT OF SIDE WALL POOR OPENINGS DEPENDS ON POST LENGTH NEEDED TO ACCOMMODATE KNEE BRACES. ® FESS/®NAL ENG 3. OVERHEAD DOOR OPENINGS CANNOT CUT TIROIIGH MORE THAN 2 FULL FRAMES. 4. MINI CLEAR BAY MUST BE MAINTAINED BETWEEN ANY 2 OVERHEAD DOOR OPENINGS.A CLEAR BAY ISA SPACE BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR OPENINGS. 5. MIN.1 CLEAR DAY MUST ALSO OE MAINTAINED FROM THE BUILDING CORNERS. DATE EXPIRES: 06/30/2018 6, SERVICE DOORS AND WINDOWS CAN DE PLACED IN CLEAR BAYS OR ANY WHERE ELSE AS NEEDED. GATE SIGNED: AUG 09 2016 / MANUFACTURED BY: a aB aB �% r1 �_ �� SEE TABLE 5-A:FOR MAC � �.. _ SEE TABLE S-Al FOR MAX. / /�� OMIN FFSE' END WALL POST SPACING I�� B ENG WALL POST SPACING CORNER %" a �L��� Q OFFSET © ✓ aB Carports, Inc © ae �� aB © �`�. 170 Holly Springs Rd. aB aB Mt.Airy, NC 27030 / \, . 0- ® 1 �,e{ �- III 'I-600-597-3597 aB QQp `vl� / '/- III ENGINEERED BY; /1�� 6� M' a Ili ��� /�, MA 1QVGRVCTURAL o MIN.12" „rK y / CIVIL mucruau. CORNER ��iA MIN 12"6ETWEEN `� END WALL GNit m,�.�nel�"s.aB•Thk ,,OH 1359.1 OFFSET SCALE NIS p N OPEN GS „z9ai v.r..au Dzav „......,,w.<„,,,.„. aB \ ��' �rvra.Net END WALL OVER HEAD DOOR OPENINGS DRAWING INFORMATION �- SG&ERTI "Ft-----"-{t-C.' PROJECT: 18 d'WIDE BUILDINGS_ l: j LOCATION: STATE OF MASSACHUSETTS SEE TABLE 5-Al FOR MPX. /1c--..---- - >gB ----- - - END WALL P05T SPACING SEE TABLE dAl NOR MAX / PROJECT NO.: 032-16-0224 END WALL POST SPACING //� icA:NES SxBEirnE. An"�� .�� �� /ice I�I aB END WALL FRAMING _____ �/ F / � SHEETNO &A / 11 aB II ----------- BRAWN BY LAK DATE 8/9/16 r/ '''' I► /� cxecrcm ev:OAA OA Rt 8/9/16 /�,�I ' / LEGA LI NFO RMA TI N' ANY f.VNARFN OF LNW1O1L MwIGSOOR �� PPR ssmrnvloxaooeN [ LW mxcsowu i� II ee rxosEnncO UNDER,mervurxmNrame NW p. -oK4tNNGr VADD LP TO I TAFURROM OAIF OfIY1h. /� �� YW SEAL. _ OPENNG SIZED �III ! TOW WIMJOW ��. PARTIAL END WALL FRAMING `te OF Mqs GERYICE VOOR(5)YO BE SCALE Mrs `tP Sq / LOCATED PER CUSTOMER TABLE 8-A l:END WALL POST d OMAR cyc � REQUIREMENTS ABU-YASEIN Nm. SPACING SCHEDULE a , CIVIL END WALL SERVICE DOOR AND WINDOW OPENINGS Wlro SPEED EAVE HEIGHT 0, SCALE.YIN MPH) UP l )7! e' 109' WM' / N0.49232 END WALL FRAMING NOTES: so 5' 5' 5' - / ao .€c/sTE0 to 1. DESIGNS AND DETAILS SHOWN FERE ARE APP((CABLE CO BOTH REGULAR AND A-FRAME STYLE BUILDINGS. ftp 5' 5 4.5 / AFss1ONAL EOGrv4 2. MIN.12"CLEARANCE MUST BE MAINTAINED BETWEEN ANY TWO OPENINGS(OVERHEAD POOR OR SERVICE POOR) 110 45' 45! 4' ✓ AND FROM CORNERS. 120 45 4.8 3 3 SERVICE DOORS AND WINDOWS CAN BE PLACED AS NEEDED. 130 4' 4' 25 4. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLOSURES.SEE SHEET 9 FOR DIAGONAL DATE EXPIRES: 06/30/2018 RACE CONNECTION DETAILS. 140-150 35' 3' 2' BALE SI NED AUG 09 2016 [12]D(Y)R POST [Il]EIA WALL POST 'fir MPNUFACiUPED BY: JF AND BASE BW/(4) [15]WINO FRAMING LIP. SECURE TO [UPEND WALL POST C [16]ANGLE BRACKET '� SECURE TO DOCK POST END WALL PO51 AND DOOR/ [15]ANGLE CLIP.SECURE TO ..i•-•,%•71, SECURE TO DOCKRAIL POST AND SASE RAIL WI(4) WINDOW ASTE E W/(4) WI(4)POST AND BASE RAIL q AND BASE RAIL W/(4) M Fi [23]FASTENERS [23)FASTENERS E.S. OI W/ [23]FASTENERS E5. • (23)FASTENERS�C' 1/ [3]BASE RAIL C5]SERVICE DOOR/ Carports, Inc DOOR POST BASE RAIL CONN.DETAIL@ WINDOW FRAMING IS 037 SINGLE HEADERSLALEN TYP. SERVICE DOOR /WINDOW@ HEADER - END WALL POST CONN. DETAIL® 170 Holly Springs Rd. FRAMING CONN.DETAIL SCALE:NTS Mt.Airy, NC 27030 [3]SIDE WALL EASE RAIL SCALE.N(S [1]COLUMN Posr �r 1 -800-597-3597 [6]6"LG- ,�. [15]ANGLE CLIP.SECURE TO ENGINEERED By; CONNECTOR SLEEVE 1.� HEADER AND COLUMN POST II__sal WEADER[23]FASTENERS ES. DOORANGLE P051 ACKET.SECURE �� �\ TO DOOR POST AND BASE RAIL t r A&A ENGINEERING WI(4) [23]FASTENERS 031 SINGLE HEADER CIVIL•SThUCTUKaL. [3]END WALL BASE RAIL 4� muI re PlfR.Roao.P 13 crest.i wu CORNER DETAI 0 ""�"`""61�" swLE:Ms DRAWING INFORMATION [11]END WALL POST (11)COLUMN POST Al CORNER PROJECT: 93T-0"WIDE BUILDINGS GABLE HEADER-CORNER POST CONN. DETAIL@ LOCATION_STATE CF MASSACHUSETTS +F SCALE:Ns PROJECTNO.: 032-16-0224 [16]ANGLE BRACKET.SECURE sxEEriRL(; "-----""- TO DOOR POST AND BASE RAIL w/(4) ,23]FASTEM RS(1,5 11]END WALL POST [14]DOUBLE HEADER END WALL FRAMING Posr ABOVE HEADER CAF DETAILS [3]BASE RAIL 1 [15]ANGLE CLIP. END WALL POST-BASE0 SECURE TO DOOR POST 4.0111.` SHEET NO.: 115111 RAIL CONN.DETAIL ANV MSE RAIL WI(4) DRAWN EY, LAK OATS S/9/16 tr CZ8c FEET S3 TEKS SDS E 5 CHECKED RR:OAA DATE:5/9/16 [2]ROOF BEAM LG. LEGAL INFORMATION /rD WELD BOTH SIDES ANY DUPJCAtON Of TN5 DRAWTNOWWHClEIZ PAnn15 STWL4Y PORNWEN.A'At DOING SO NALL [16]ANGLE BRACKET.SECURE sTPri(�ERED-TYP- BEPRQSLIn£D UNDER THE filll6'RNroFnElAw. 0 DCCR POST AND BASE RAIL -DRAWNIDC VWPU UP 10 I EYEAR FULL FAINT DATE OF al. END WALL POST ABOVE DOUBLE@ W/(4) (237 FASTENERS ES. SEAL: [17]SBAIGIO POST AN) HEADER CONN.DETAIL TO DOOR rosT ANA 9A5E RAIL 'EF [11]END WALL POST SCALE:NIS ..a W/(4) [23]FASTENERS SDS OR[12]DOOR POST go- END ' p‘'TN OF Mq 9S END WALL POST-ROOF BEAM CONN. DETAIL® [1p END WALL POST 1 E .y SCALE:NTS [157 ANGLE CLIP.SECURE TO a■ ,'A CMAR c'f'N [11]ENO WALL POST DOOR POST Aro BASE RAIL = ABU-YASEIN m ABOVE HEADER WI(4)[24]FASTENERS ES. ,' 1 o CIVIL [15]ANGLE CLIP. +F [147DouBLE HEADER �/ \ No.49232 SECURE TO POOR POST lie 1 K "p'PFOSTEPF9 t�pN AND BASE RAIL W/(4) y 1/8"FILLET-1-1/2'LG.@B" `1 FSS/@NAL ENON [23]FASTENERS E.S.' CC STITCH WELD DOM I 1 SIDES STAGGERED-TYP �/ [13]SINGLE HEADER DOUBLE HEADER-END WALL END WALL POST ABOVE HEADER CONN DETAIL© POST CONN. DETAIL DATE EXPIRES: 06/30/2018 SCALE:M$ SCALE:N($ DATE SIGREO: AUG 092016 N MANUFACTURED BY: IH [2]ROOF REAM � �N� :: „.. .„,,, w1 .5.1_,..„.,,c.„, z1]DeBR K .s URE To di C81pOTt8� I11C. POST AND DIAGONAL BRACES w/ 1/{� p `� �� �� �%('7)[23]FASTENERS AS SIMNJN gr „, ---„,„ 170 Holly Springs Rd. i�� II I ��� '� �kMt.Airy, NC 27030 �NLJ�� 1 800-597-3597 OT COLUMN PC✓T �^[I9]DIAGONAL AT CORNER ��) �I �� � �\ trDixFFweD Br(BRACOS 6� �� DIAGONAL BRACE TOP CORNER CONN. DETAII'O SCAIE:MS I ASA ENGINEERING 1 COLLMN P0510R 5RIII! 1,.,m.o.<r,,,.u.a.B.Toeao.DEE 4 , [1 � ' Ta.atssn.tsxv.e>..niuxNaass (THEW WALL POST Ni4 © „ 11� III AWING INFORMATION PROJECT: 18 d'WIDE BUILDINGS �R , 111 O �i Lan STATEOF MASSACHUSETTS 15 DIAGONAL BRACES / 52-764124C ] 1211PD BRACKET SECURE TO \ \ i POSTAFDSTENERS BRACES SNEETim— (7)[23]FASTENERS AS SHOWN A. ® CORNER RACING CORNER SEENOTDIAGOJAL DETAILS BRACING- NOTES FOR REQUIREMENTS SHEET NO.: 9 / 11 DIAGONAL BRACE- POST CONN. BETAKE DIAGONAL BRACING AT CORNERS DRAWN BY: LAK DATE:8/9/16 scuE:Nrs score Ms CHECXED BY:OAA DATE:8/9/16 LEGAL INFORMATION -ANY DUPLICATOR Or 1NLS DRAWING M WflZ OR PART IS STRICTLY wrJ9DOFH ANYONE CUING Y.)RILL DE'1]COLUMN POST -DRAWINGS V�HIDUUP TO I YPAPRONATEOOF�. [21]PB BRACKET SECURE W AT CORNER POST AIA DIAGONAL BRACES W/ . SEAL' 11 (7)(23]FASTENERS AS 51 TOWN ta ,,� 19]DIAGONAL BRACES s p`o OFA4,ISSA _d6+1 CORNER BRACING NOTES; c OMAR 1'E 1. DIAGONAL BRACING Al BUILDING CORNERS IS REQUIRED FOR .0.---‘ ABU-YASEIN N FULLY ENCLOSED BUILDINGS IN LOCATIONS WHERE WIND SPEED 15 I CIVIL 120 MPH OR GREATER. No. 49232Co I 2. IF CORNER BRACING IS REQUIRED PUT THE BUILDING IS MISSING AN END WALL THEN THE BUILDING MUST DE DESIGNED A5 AN ‘ •`RSO/STERF-9 443- [3]END WALL BASE RAIL [3]SIDE WALL BASE RAIL OPEN BUILDING(USE SPACING FOR OPEN BUILDING IN TABLE 4.1). ,� J FFSS/ONAL EG�� 3. DIAGONAL BRACING 15 ALSO REQUIRED ON THE CORNERS ON THE ,�l( DIAGONAL BRACE BOT.CORNER CONN.PETAIL'O SIDE WALLS WHEN THE ADJACENT END WALL IS PARTIALLY SCALE:NTS 9 ENCLOSED DATE EXPIRES: 06/30/2018 'INSIDE VIEW SHOWN FOR CLARITY DATE SIGNED: AUG 09 2016 MANUFACTURED SY'. l' ‘`. figirN161.141111:14:r fl AL", AL Carports, Inc. F �)_?, iii :MIN�il 170 Holly Springs Rd. `,- i Mt.Airy,NC 27030 ® F� T� Lid II 1-800.597-3597 I� I� 1 7 Eiairir REOBY: _ _.....__ Lt Ili-Li II \\ SISa �\ / AM ENG UC11J TING \ ';,L am.:5'13NCTVNAL / AU Y u mm S• Takao OH 43424 \ TTI ".-X \\ .- 3 RAIi*%4-m- sute III ilt� .. ' «<. mm \ II \ DRAWING INFORMATION II L/. � I \� ] \ PROJECT- 18'-0"WIDE BUILDINGS LOCATION STATE OF MASSACHUSETTS >� Li PJY ot. vxgdecTxo...0__32-1G-0224 SHEET TITLE 1%1,- J: �0-• OPTIONAL LEAN-10 'p.,.� �. `�°F ADDITION b SHEET Ho.: / 11 Y. DRAWN OY: LAK DATE:8/9/16 OPTIONAL LEAN-TO ADDITION c)ECRED BY:OAA DATE:8/9/16 CA1Erns LEGAL INFORNLATBON NW DURICATION:X 1115 SKAYI 1G IN 5010X ac NAL v.SIPCILV FOREBOBLEY.ANYONE BOBBY°Mit I2]ROOF BEAM 16]12"LG.ECANNECTCR SLEEVE r BB RAW ES VALICLTBUD DNDTO I` ARMULL ORM(F Tit LAY ` FIELP BOLT TO WIN TUBES W/ -rw,u4HGs vuID N•10IYFA¢n:om BAIL Of uaff. MAIN HEEDING """- 23]FASTENERS-SEE TABLE 32 SEAL: Y 1� FCR V.GF FASTENERS REGD. [23 ROOF BEAM- OH OF M490 II 7,yA.�. LEAN-TO ADDTfGN 5,1 [6J 6'LG.CONNECTOR SLEEVE- ."J�.^" OMAR lo FIELD BaT W/[233 FASTENERS ,CI A' ABU-YASEIN y' ES-SEE TABLE 52 ECM NG*fT LEAN-TOAPDITION tNOTES: / ' CIVIL -, Cel FASTENERS REtIU. III 1. LEAN-TO ADVI71ONS CAN BE ADDED ON EITHER 0r EOTH SIDES OF No,49232 Ill COLUMN POST-FOR EAVE HEIGHTS THE BUILDING, "pQ` EO R' GREATER THAN ErUIOCERTTS'ost \ , G/9TE� 1* 225 X 145A TUBE INTOCOLL/MN POST 2. ROOF SLOPE AND HURON.GIRT AND FRAME SPACINGS OF THE N / FSS/ONAL ENe‘d ADDITION HAVE TO MAWR THAT OF NE MAIN STRUCTURE. LEAN-TO ATTADTMENT DETAIL A €THE LEAN-TO ADDITION IS TEEN 1(505-1 END WALLS OR SIDE WALL ;, rn1C:NTs 1 15 NOT ENCTOSED), IRE DESIGN OF INE MAIN SOWING HAS TO USE THE FRAME SPACING OF AN OPEN BURDING FROM TABLE 4. OATE IXNRES: 06/30/2018 OATS SIGNED; AUG 09 2016 CONCRETE SLAG FOUNDATION NOTES: III II c `\. y, \\ MANUFACTURE ec 1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE SL AB III IfTil % :% 'A \ i` TEE FOUNDATION.ow aE USECmE FOUNDATIONS SHOWN ON SHEETS i}A 2 A( lil �' "U� I �*.�'� _� ��� a. EITHER OPTION 'EDGE OFFSET'OR OPTION 2'N9'TCHED EDGE' III e `. II III n �} { Inc.3 FFORODETAIL CAN DE WIED.PTIONIThEMINSLAI SIZE SHALE. EEQUALTOTHE I� Ali ��1 *yr" II � �N �H Carports, nc OU15IDE DIMENSIONS OF THE BUILDING PLUS 5"EACH DIRECTION. III //� III I� 3. E OPT'CN? TE MN St N,SIZEALL DE.EQUALTO T E SDE .11.' I °) i k- 170 Holly Springs Rd. DIMENSIONS or THE DUILQ*3"r DIMENSIONS. ../ II III III Mt.Airy,NC 27030 9 CONCRETE ANCHORS 511ALL BE I OCATED NEXT TO EVERY POST .- ,n. 'II S/ 1-800.597-3597 AND ON ED/ERSIDE OF OPENINGS-TWO ANCHORS SHALL DF, % +r 4 / _ INSTALLED AT CORNER OF ENCLOSED BUILDINGS WITH END WALLS 20 �Ua 'w`a:`' �� ENGINEERED DV ONE ON EACH SASE r.Afl. �' t • a"+, r` 5. Sr I i II CaI RETE ANQIURS CAN ESE ANT ONE OF THE OP'TIONS MENTIONED IN TABLE II-A.I. \ 32 CC' I, 30'd 6. DEPTH OF SLAB TURN DOWN FOOTING SHALL BE GREATER THAN CONTROL JOINTS SPACED Al A4 4- A&AENGINEE ING FROST DEPTH SPECIFIED PER LOCAL CODE. MAX.20'-0'OG „fir I CWIL•STRUCTURAL IG ft 4IY .PIRA,Siva A TOMAOil A3613 7. ONTROL C/N YA L BE PLACED 50 A5 TO LIMIT MAX. LAB CONCRETE SLAB FOUNDATION i5 9""'E, " '°<' SPANS TO 2O:N EACH DIRECTION. A �-BUILDING Pod( ��� �� SrASSUMED SOIL BEARING CAPACITY 15 TO BE A MN.OF 1500 PSE. SCALE.NT, 6" -' ' 1 BEYOND DRAWING INFORMATION 9. CONCRETE STRENGTH TO BE A MIN OF 2501)Poi 28 DAYS. �I-_� PROJECT 18-d'WIDE BUILDINGS CABLE 1I-A:CONCRETE TABLE I1-A2:NOTCH WIDTH 1 I 2^wlDE xr'DEEP ._..- SLAB ANCHOR SCHEDULE 1CR1ZONTAUOPEN J YERTGAL 1 -.A.AR CNC AD, LOCATIALONG ONSTATE OF MASS 'ET`15 XAA WIND SPEED(MPH)! ANCHOR SIZE 14GAIIIMBErMEMIN • ' 0 - AND SLOPE TOT 0104Ec ND 03216-0224 SHEET TIRE BD TO 120 1/2"e XT' '23141' 2%/B" 19/B" 150 ro 150 5'3"e xr DEPTH IS TO DE1 i/2" OVERHEAD POOR NOTCH DETAIL( ALE: FOUNDATION OPTION 1: NOTES: MAx.6 �, :10SCNTS �, 2 _ CONCRETE SLAB 1. EARN/510N ANCtURS.WEDGE AWATORSOR i , (if C{YUTAN POSY ADHESIVE ANCHORS MAY BE USED. AfMI -SEE ANCHOR-SEE 01coLUMN POST SKEET NO,: 11-A t Ti _ TABLE 11-Al LyL r318A5E RHI. TABLE Ii-AI N [31 BASE RAIL 2. MIN.EMBEDMENT 'O BE r0. ry DRAWN ev LAK DATE:8/9/143 3. ANCHORS TO BE SPACED NO MORE THAN 6" tl FROM POSTS. ��� Lq_ w CHECM®BY;OAA DATE:8/9/16 4, ALL M nGRS TO BE A307 EQUIVALENT CR t ` I , A z 4. z< LEGAL INFORMATION BETTER. , E� - 4C1 .unO.>PUCKIIavw,tn5 DPJAVc wAPO,-OK b . • w w 3 Pm 15 STINC LY O C N NattI MINO."NUt • • • 4 QS R.p 0 .W,,Ci[LNFD LNRCP 1W RRL IXRNT Or Rif TAW VVIR `R� om .OKAVAiNGO VAUD UP 101 FTM'MOM DAR rlf.`£UE. SECTION AA SECTION NO K 5FAL: MIN.4"EDGE DLL MIN 4"EDGE DIST le f MIN4"EXEM51: A (17 COLUMN POST ' "SFt ALN OP IAA s TABLE.I1-AI IJSECH-5tlE T/18ASE ANGLE C S;kr:1 MIN 45/AB n �� [9]0A5E RNL n N TABLE riA2 ANCHOR-SEE TADLEII-AI �� [IJ COLUMN POST OMAR COPCRETH SIAB� MIN4"CHK R\\\\\ 11 Cance 111 evx CGJCRE ESI/➢ ! C3l BASE RNLr� A8U-YASEINPid___ isA CIVILlie P SZa, ass aG•"CE - Nu.A8232W6x6/6 WELDED cl Al E.WIRE OR EIDER MESH n 0 z ^d, n <N ���Fel9TER6N(37 X4REeAR coN1'. ,1' .. 13 �`� I, � 34 e W6%6 WIRE MESH 3 Irak - AS R LOCAL � ASSIONAIENO 'D 1 Y �a 9 #4 EE;AR coot. COVE.ANi12" L. ¢" MT!ciao)EDGE PETAL �0m ( ) i' DECAY GRADE OPTION 1: EDGE OFFSET DETAIL/`" OPTION 2: EDGE FLUSH DETAIL, '\ DATE EXPIRES: 0 613 0/201 8 SCALE KS SCALE:MIS DATE SIGNED: AUG 09 2016 MANUFACTURED 9Y'. TABLE 11-8.1:ANCHOR SCHEDULE 5212-42 WIND 5PEE0(MFH)] ANCHOR SIZE 90 TO 120 1/70 X T 1.30 TO 150 513'0X7' �W III *' "--IIII 1.NOTE EXPANSION ANCHORS,WEDGE ANCHORS OR ADHESIVEIII \ �� ANCHORS MAY DE USED. --z.-41 t�� �11 III v Carports, Inc. 1 .\ 2. MIN EmBEDMFxrDErnHroDEq I _ - JL III o� ->----... 111 1 3. nrwraRs TO SE SPACED NO MORE THAN ft FROM �,_ ��p III r 1,1 �\ 170 Holly Springs Rd. T �� _ II �A �\ 4. At�i�nnoHivRs TO BE A307 EQUIVALENT-OR BETTER. _ II i \N I� Mt.Airy, NC 27030 -- A \ ( ),I 1 800-597-3597 �, III �� � � ��� III 4ll I /� �. A I III EuawEF o ,-- --_. . TABLE 11-82:CONC. I �� 1 1 lb STRIP SCHEDULE \ l f I� JII II 2�` i p , 1 WIND SLEEP MIN SIZE III A�1 �'1 AT vv vv oN, ll (MPH) REGD. I�'I / \\ %\\\ IIA III ANA ENGINEERING 120 TO l3o 1a'90 TO 110 12'z 1111 Ili III HA�--., \\\\\ \ II VIII \\ II ev1 n[w... STRUCTURAL •Toledo OH 436 111 i 11 I\ IIII /� rTu.42 a• -maw. 1q0 TO IW 21X 5' 111 I li �� yl�\ \� 1111 III �/ DRAWING INFORMATION 1,5'219' �X to 11 A v PROJECT; 18)-0"WIDE BUIL DINGS Nares: I1 II i%� LOCATION STATE OF MASSACHUSEI 15 1. WIDTH AND DEPTH DIMENSIONS CAN ill PROJECT NO.: 052-7602?.h BE INTERCHANGED. iii - III 111 III jl , THEFT TIRE —..._ III III 1 A, FOUNDATION OPTION 2: III IIIII A CONCRETE STRIP \ �I + SHEET NO.: il,v6 / n FOOTINGOPTIONAL Al OPEN \ CONCRETE STRIP FOUNDATION DRAWN BY: _ DATE:B/9/16 END WALLS AND OVERHEAD SCALE:NTS CHECKED BY: DATE:5/9/16 DWK OPENINGS -,... • 0 LEGAL INFORMATION 11 B -AM'glfICAPON OF T5 DRAWING'N%MOE OR VAXT 5 STRICTLY TOPacctN.unto[MISS;so YiH. Et PROSICUIfD UNDE RTne flu eNntn CUTE VW I -DRAWINGS VAUD UP To 1 rv&TxoM DATE OF isat 1,11 COLUMN POST _-_ —_ ANM -SEE SEAL: TA11-0.1 I [3]BASE RAIL PNSH OF MA Ss9 GRADE Ii OMAR Cpm ^ • CONCRETE STRIP FOUNDATION NOTES: . S �A.e ABU-YASEIN 221 m I. DESIGNS SHOWN ON TL115542E1 ARE FOR CONCRETE STRIP FOUNDATION ANY o CIVIL m OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D LAN BE USED. iy N0.49232 2. CONCRETE ANCHORS SHALL BE LOCATED NEXT TO EVERY POST AND ON EITlIER O . < ,a^�" w N---, P�4Ects1ER�� '�� SPE OF OPENINGS.TWO ANCHORS SHALI.BE INSTALLED Al CORNER OF (4)#4 REBAR 1 / estAEL E e ENCLOSED BUILDINGS WITH END WALLS-ONE ON EACH BASE RAIL. contr. I 3. DEPTH OF CONCRETE STRIP FOOTING SHALL DE GREATER THAN FROST DEPTH SEE TABLE 11-D2 •j' w SPECIFIED PER LOCAL CODE. ui� 4. ASSUMED SOIL BEARING CAPACITY ISTOSEAMIN.OFIwOPSE CONCRETE STRIP FOUNDATION DETAI L) DATE EXPIRES: 06/30/2018 5. CONCRETE STRENGTH I TO BE A MIN OF 2500 PSI®28 PAYS. 1 1 SCALE NIS DATE SIGNED: AUG 09 2016 MANUFACTURED BYHi T : 4- — (1]COLUMN POST 1 OR U1]END WALL 11111111114 � Tq�j.714741t:Itill y, POST Ah+1'Y'C8- Tr----- -_ i. �A�\ 9 ��` S SEE ci ....ro-N•iii%7Tim ce,\ t.‘ �SLFEP LG. 4 c ' al!MST RNI. -:_ � � �'r Carports, II1c. 4141e e.. t`s► a t70 Haliy Springs Rd. c'RI �,, x N s Mt.Airy,NC 27030 • ui l" \ . �� 1-800.587-3597 El' -4 .... ^ ENGINEERED BY CEEREPE PER Av _ 4 il i i MIN (1) BAR— 1 / �,„,I� 10 I� �i i 36•LG III 1 III ah AA ENGINEERING rx 'It III 1 CC>KRFTE PLFR5 wn s xurn,hkd SQ'. r - N.w :Y st a ,3*F oearore 4s � E i'' (' : ' nTnLrFRlaaTe 41S-292:1983*Fax 4ass=stsissmcss. rt`f'V,C • 4 : II II ri I 1 L END WALL POSTS / /� ® DRAWING INFORMATION R ly i iCl I 11-C CONCRETE PIERS Al PROJECT 16-04 WIPE BUILDINGS CONCRETE PIERS E1W€R I.__J imik ALTERNATE.INTERIOR A : STATE OF MASSACHUSETTS CONCRETE FIER PETAL® EVEN-END NEE DF EVEr D Calif Cr CLL'M31 POST - scn.E:Ws 1 OPENINGS PROJECTNo.: 032-16 0224 __ ANCHOR RODS AT Al SHEET UAE: CONCRETE PIERS AT ALL POSTS Nor SUPPORTED FOUNDATION OPTION `''5 t1]f.OWMN PO51 IN CORNERS ON CONCRETE PIERS OE t11JELL)WALLl CONCRETE PIER FOUNDATION __. CONCRETE HERS Col PANE RAS. y ANCHOR ROD ECR.c:Nrs stit>"tao_:_ 14-G / tl CONCRETE PIER FOUNDATION NOTES: DRAwn BY: LAK TE:8/9/16 211111111%111111 1 ABI E&C.I:CONii. CHECKED BY:OAA DATE:8/9/76 1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE PIER JCHEPULE ��-- PER HEETSAI A ANY OF THE FIX,HDAN:N`✓SHOWN WEEP P SP'_EP MAN.SIZE • LEGAL INFORMATION ON SHEETS PIERS SHALL V CAN(k-_"USER -*N "*t=^^ 'F'R 6R°**rt°' eCR (MPH) REGO. PNS IS 9`ACRYrO#kODEN ASTONSuSAG'SD a 2. CONCRETE PIERS SHALL DE LOCATED AT ALL 4 B_rwsuvrro uNDEP THE ivu SCRNI OMIT HAW CORNERS ON EACH SIDE OF(OVERHEAD DOOR 90 TO 110 1&7/X38" -DFAIMNcz.VALID UP TO I SEAR PROM ante CS 05UL OPENINGS AND ON ALTERNATE INTERIOR COLUMN 120 TO 130 1630 X 42" SEAL POSTS AND ENP WALLS POST S. 1140 TO 150 11"0 X46" 3. PERS SHALL DE FCWME2 DY DIGGING A HOLE OF RE SAME SIZE AS THE PIER ON LEVEL GRADE AND FILLING TABLE 1I-C2:CONCRETE PIER `tN OF M4 SS WITH CONCRETE THRD.ROD ANCHORS SWNN)DE ANCHOR SCHEDULE l-, 0NOMAR '90,y PROPPED INTO THE PIERS PRIOR TO POURING ThE WINO SPEED(MPH)I ANCHOR SIZE L ABU-VASEIN m CONCRETE 90T0120 V2'EXrCIVIL m ANCHOR ROD INTO SOIL DETAIL,^\ 4, ALE POSTS NE SUPPORTED ON C'ENEKETE PERS DO TO 5+5 a X r SCALE:MS �A / SHALL DE ANCHORED TO THE GROUND WITH A 1/2"X No.49232 30"LG.THREADED ROD.RODS WILL HAVE A WELDED 1, EXPANSION ANGf10R5,WEDGE AN;MOR\ -F PT"GIBTERE2 ERe NUT AT 1HE TOP AND ONE COAT OF RUST PROOF OR ADHESIVE ANCHORS MAY DE USED. / PAR., 11* PRIMER. 2, MIN.EMBEDMENT DEPTH TO DE 4"- _I / 5 ASSER EG SOL DEARING CAPACITY IS T.DE A MIN. 3 AMICR5 TO DE SPACED NO/PORE THAN •i OF 1500 PSE. 6"FROM POSES. 6, CONCRETE STRENGTH TO DEA MIN OF 2500 PSI CR 28 4. ALL ANCHORS 10 DE A307 EQUIVALENT DATE EXPIRES. PAYS. OR BETTER. _06130/2018 DATeSIGNED: AUG 09 2016 a. 0)COLUMN POST ORMANUFACTURED BV [ll]END WALL POST 1.--",-- .. i [.5]SASE RAIL III 1 -z->.:1 N �N� /,H, DRILL 5/H IKKE'fhRCUGH �� I � �� GnsFP.AIIEA SECURE III I� 0 N OR EYEW1Hvza �S\j � ‘-jr Carports, Inc. IN ?THROUGH BOLT ANDD -m- '% , WASHERS ES �9 \ MI �I °I III 170 Holly Springs Rd. � �. - IliIII ML Airy, NC 27030 i �� 'Y ill 1 �� ISI III 1-800-597-3597 ili�� ENGINEERED BY- AIs,HOR ROD I I O II -�11' 1 III ill b III IIIili Ir A&AENGINEERING to W!0SHAFTX('2) III n: -� SOIL ANCHORS Al GPM t srnucluRAL OPTION 1:HELICAL SOIL • 4"DISKS-hfELICAL iii III III 1 I ALTERNATE ENO .,e EG:nue ruask a.MEN:0H.wv SOIL AN HOI< Ili ��ATA uss9s-IMe.Fat alSWxaDss ANCHORS ° /'" WALL P0515 ,,,,,..,,e„q,.,,,„,,, SCACMS i lip /� fir— J SOIL ANCHORS AT DRAWING INFORMATION J ak ALTERNATE INTERIOR 501E ANCHORS EITHER COLUMN POSTS PROJECT: 18'-0'WIPE HELPINGS SIDE OF OVERHEAD 11D DOOR OPENINGS ANCHOR RODS AT ALL. LOCATION: STATE OF MASSACHUSETTS POSTS NOT SUPPORTED SOIL ANCHOR'S AT ALL PROJECT NE: 032-16"0224 CORNERS ON SOIL AlCraS sneer TELE: ----._ SOIL FOUNDATION FOUNDATION OPTION 4: SOIL FOUNDATION NOTES: SCALEMS 1. DESIGNS SHOWN ON THIS SHEET ARE FOR SOIL AM210R FOUNDATION ANY OF [3]DASE RAIL LE' `JOIE ANCHORS [13 COLUMN POST OR - -- • THE FOUNDATIONS SHOWN ON SHEETS Il-A THRU 0 CAN DE USED. [1I]END WALL POST SHEET No 11-D / 11 2. SOIL ANCHORS(HELICAL OR ROCK/ASPHALT)SHALL DE LOCATED Al ALL 4 DRAWN EY LAK DATE 8/9/16 CORNERS,ON EACH SIDE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE DRILL 5/8"HOLE THROUGH INTERIOR COLUMN P0515 AND END WALLS POSTS. O SASE RAIL AND SECURE CHECKED BY:OAA DAR= 8/9/16 0 HEL;OAL ANCHORS ARE TO DE USED ONLY IF 11-E DRIVING TORQUE INTO THE �\ LY]DASE ANGLE WffH LEGAL INFORMATION OLT GROUND 15!SO FT-LDS OR GREATER.MANUFACTURER 15 NOT RESPON`SISLE WASHETHROUGRS E.5. .ANY :cn pN OF nns VIUWNCtlei DR �+ 12 6, WASHERS E5. BE wrnrUNSER R If AxrtxaR Of MX LAW_ FOR SOIL QUALITY AT SITE. NV 1 _ e RAWNGS WILD UNSER �EER MOM DATE rOVWk O HELICAL ANCHORS CAN ONLY SE USED FOR CLASS 2,3 6 4 SOILS(SEE SOIL CLASSIFICATIONS THIS PAGE). SEAL 5. ALL POSTS WITH NO ANCHORS ADJACENT SHALL SE ANCHORED TO THE \' - ASPHALT GROUND WITH AVT X 30LG ROD.RODS WILL HAVE A WELDED NUT AT THE 4,... .4 Y„OFM4 TOP AND ONE COAT OF RUST PROOF"PRIMER. •e:..,411 �p� Ssq O ASSUMED SOIL GEARING CAPACITY 1510 DF A MIN.OF 1500 PSE 4:10: CHAR OyL ANCHOR ROD � y "xV."'e.. SOIL CLASSIFICATIONS: - i o ABU-YASEIN y SOIL CLASS DESCRIPTION / CIVIL m 2 SANDY GRAVEL AND GRAVEL,VERY THIN DENSE AND/OR CEMENTED SANDS, [7i SASE ANGLE I UP9 A ASHPALT/ Klo. 49232COARSE GKAVEL/CODDLES,PRELOADED SILTS,CLAYS AND CORAL. HP-S ROCK MKkiGR G/STERE sr3 SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL.MEDIUM DENSE COARSE $ , /°NAL GNG�O SANDS,SANDY GRAVEL,VERY STIFF SILT AND SANDY CLAYS. 4 LOOSE TO MEDIUM DENSE SANDS.FIRM TO STIFF CLAYS AND SILTS AND ALLUVIAL FILLS. OPTION 2:ROCK/ ASPHALT ANCHORS° 'FROM HUD"MODEL MANUFACTURED HOME INSTALLATION STANDARDS' SCALER/`' DATE EXPIRES: 06/30/2018 DATE SIGNED: AUG 09 2016