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HomeMy WebLinkAbout103 E Woodland DrCITY OF SANFORD BUILDING & FIRE PREVENTION f D1 PERMIT APPLICATION Application No: i0 y // Documented Construction Value: S / �� 0 Job Address: A3 ,ec !,/%O alZq/L D -DR, Historic District: Yes ❑ No ] Parcel ID: Residential,® Commercial ❑ Type of Work: New L!.Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work:C >^0. L % Plan Review Contact Person: GlG�- 9,5�- ��6 Title: Phone: y07- q51 - /-76 7 Fax: Email:_% ZG�g rr/'rte. / N a l , brti Property Owner Information I Name Lin L�nrt'���� Phone: -/,0//�� 1-3 Street: /(93 t. 7 Resident of property? City, State Zip: Sat ;- Z // Contractor Information Name 1 �% II Phone: 1 " Y GU ^ 51-7 -.3.5'7 Street: 1050 0 tAlO r 4-11 �7r, Fax: / JJ 4, - 7 � °�' - Ll/ ? X City, State Zip: Af . _.st r'Y I/, ✓(/G P- % c 3 o State License No.: 2 ;x X Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CBMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a perrrift tc do the work andInstallations as indicated. ,I certify that no, work or installation has commenced prior to the issuance of a permit and that all -work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I Vous aid. I 4� 'gi a re of Owner g Date ature f Contractor/ ate Print Owner/Agent's Name Signature of Notary -State of Florida Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS:�ONING: S UTILITIES: 2'0'l So ENGINEERING: FIRE: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application EXPIRED Permit Expired on 11/19/16 for failure to answer plan review comments FBC 105.3.2 No Permit Issued CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-1468 Date: June 1, 2016 Contact Person: Juan Zamarripa Contact Phone Number: Contact Fax Number: Contact E-mail Address: Tzamarripal(a)aol.com Project Description: Metal Carport Job Address: 103 E Woodland Dr The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: "Please Please note the following comments from the previous permit applied for that has since expired. All of the following is still required for permit approval. ** 1. The building plans submitted for the structure do not meet current building code. The current edition, at the time of permit submittal, is the 5" Edition 2014 Florida Building Code. Any building plans submitted, regardless if the structure is existing, must meet current code. FBC 102.2; FBC 107.2.1 2. The building plans are required to be site specific, accurately reflecting in detail the dimensions and methods in which the structure will be built. This includes highlighting or circling the details that pertain to the site specific project. FBC 107.2.1 3. In addition to comment #2, please provide two copies of a site plan indicating the location of the structure and the exact dimensions of the structure for clarification. FBC 107.2.1 No Review has been conducted. ** As an alternative to the above comments, the permit applicant can provide a letter from a Florida Registered Design Professional, signed and sealed with the applicable title block, stating the following: I have personally inspected the structure and conclude that the structure complies with and meets all current 5" Edition 2014 Florida Building Codes and the wind speed for the City of Sanford." Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorev(asanfordfl.aov . Respectfully, Steve Fiorey Residential Plans Examiner -2- CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-1468 Date: July 12, 2016 Contact Person: Juan Zamarripa Contact Phone Number: Contact Fax Number: Contact E-mail Address: Tzamarripal(i ,aol.com Project Description: Metal Carport Job Address: 103 E Woodland Dr The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. 2"d Plan Review COMMENTS: The answer to comments submittal regarding removing the non-compliant carport built without a permit and constructing a different carport using new engineering cannot be approved. The plans submitted for the different carport are designed under the 2010 Florida Building Code. The current edition is the 2014 Florida Building Code. In addition the plans submitted expired on 10/31/2015, per the engineer. No Review has been conducted. ** As an alternative to the above comments, the permit applicant can provide a letter from a Florida Registered Design Professional, signed and sealed with the applicable title block, stating the following: "1 have personally inspected the structure and conclude that the structure complies with and meets all current 5" Edition 2014 Florida Building Codes and the wind speed for the City of Sanford." Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey@sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner Revision ❑ / Response to Comments �f Permit # / b -I LI 4:7e City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 0-1 ` -7 - d C 1 to Project Address: / 00 . `A106 7 4,,- 47 Contact: L`107- q.51- l 3 !� `1 ) clavi Z4v►-��,c r j Ph: t-LL7-1- ct S 1- 13 U-1 Fax: Email: +Zai�ViGvri pc,t ®gp1.cDY*-N Trades encompassed in revision: Waste Water Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water General description of revision: ROUTING INFORMATION Department Approvals ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention 0 Building OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is r responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, 1 am the responsible party of record on a permit. 1 understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I r employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 1,3 ZJ 1 understand that 1 may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation r for the employee. I understand that my failure to follow these laws may subject me to serious financial . 2 risk. I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and 1 have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that 1 may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. 1 am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. 1 agree to notify the building department immediately of any additions, deletions, or changes to any of the information that 1 have provided on this disclosure or in the permit application package. -Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Add 3 I, , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. mar r e of Owner-Buildef--J Date Form of Identification (Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9. l 4.2009 N' NANISAews®er: -N- Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 ENOINCEISD BY:''' -- REGULAR / A -FRAME 20-0IWIDE-� AAA F7VGINF.}:R1NG CARPORT STYLE BUILDINGS �U••SIDIICMIAL SolNa.s.. ni . Sur 9.'rh*�M14149 'RL 11P R9lI9113•h>.110L04MlT aw+.e+ae.n.m DRAWING INFORMATION DE5IGN NOTE5 DE51GN CRITERIA DRAWING INDEX FROJECT: 217-0" WIDE BUILDINGS 1. ALL CONSTRUCTION SHALL BE PROVIDCU IN ACCORDANCE PREVAII ING CODL' FBG 2010 (IBC 7009) COVER SLEET -- I LOCATION: STATE OF FLORIDA _ pRQRLTNO.: 039-14-ON2 WITII BC 2009.OSIIA. RISC 560. ASCI. 7-10. AWSO M USE GROUP: U (CAKPORTS. BARNS) 50CDULES 6 MEMBER • CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. L DUAP LOAD (0) D - 4 PSF SECTIONS -••• 2 Z BASE CONNECTIONS SMALL BE PROVIDED AS 51IOWN ON 2• ROOF LIVE15NOW LOAD (I r) FRAME SECTIONS 6 DETAILS -••- 5•A 3•13 COVER SHEET Lr = 20 -70 PSF FOIMATION DETAILS SHEET. (AS PER SNOW LOAD) SPACING SCHEDULES - - — a ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME a SNOW LOAD (5) GROUND SNOW LOAD Pg = 20. 90 PSF 6 4 NOTES TES — SHEIET?no -' MAYBE 51JBSTITUIED WITII MATERIAL EQUAL OR IMPORTANCE FACTOR U - 0.6 PURLIN Q (GIRT 50-EPULES --- 5 Ommer: IZM DATE: 3/10/15 EXCEEDINGORKANAL. 4. MND LOAD (W) SHFJIIHINGOPTIONS -- 6 elacicEDor:OAA DATfi 3/10/15 BASIC WIND SPEED VOk . 105. 180 MPH 4. ALL SHOP CONNECTIONS SHALL BE WELDED EXPOSURE C SIDE WALL FRAMING LEGAL INFORMATION CONNECTIONS. 5. SEISMIC LOAD (E) DESIGN CATEGORY 0 SOPENINGS 7 • AIN DurtluTMCrINS DaANnIAINVAXXEOlt n�+IS 5. ALL FIELD CONNECTIONS SKULL BE TEKS Ir! (1149111. IMPORTANCE FACTOR lD ,100 END WALL FRAMING Z*�amT+��or� M'W+YAW Lrn I YM MWAR VAR OP 1551X. 6. STEEL SIEATrRIG SHAH BE 29GA. CORRUGATED GALV, COMBINATIONS: d OPENINGS -•- BA.8-B SEAL' \\\1111111 OR PAINTED STEEI - MAIN RIB Mr. 314- (FY-BOKSQ OR Ea 1. D + (Lr OR 5) CORNER 9RAL,'1NG DETAILS ----•• 9 ��`\\ ASV *'p,1 2. D f (0.6W OR JO.7E) 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS 5. D 10.75 (O.GW OR *OYE) . 0.75 (Lr OR 5) OPTIONAL LEAN-TO ADDII ION ---- 10 P;,.... • Y �. •` G E SMALL BE GRADE 50 STEEL 4. 0.GD I (0.6W OR •01F.) FOJNDATION OPTIONS - - 11-A TO 11.0 ,�.`'QL,. 8. STRUCTURAL TUBE T52 W.. )V lrl' • 140A 15 EQUIVALENT a'• '� No. $2//1 TO TS2114•X21/4• - 120A AND L•ITHER ONE MAY BE USED IN LIEU OF I IE OTHER. ' 8 C STATE OF ((r ,'.OMCs •4 O R 'A.,'910 3k 10 CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION CERTIFICATION VAUDtTY NOTICE LTWNlR: CAOIWO 6NOW: _ __ -_ WIDTH: _ _ fMNE IYPE: -- D A FRAMt � ISOULAR -- I DATEoFIssw:10/31/201'14 _ -_-_ ADDREBS: RIIOP LIVE LOAD: tENOTN: ENCLOSAME O RILL C) PARTIAL v CERTIFICATION ON THESE MIS wommCCO2/2812017 IMsit wwD 59®: TYPE: IIEIONT: O OPEN VALID FOR ONE YEAR FROM DATE OF ISSUE DATE [if(1NED: MAR 10 2015 I: r- 5 S pr O H m [.!) BASE RM AN?HOR ROD OPTION 1:1 IELICAL 501 1 ANCHORS 9W c:MS 03 COLUMN POST OR (n) END WALL POST DRILL SUB• I iQE n ROUCI1 BASE RM AND SECURE ANCIIOR EYE WI n 11/2- H ri ROUGH BOL r AND 2- 1 WASI6 RS E5.j`a P•1�J�yti` U2' B SHAFT X (2) I) I 4' ASKS - HELICAL. SOL ANCHOR O SOLEOFOElER SDE OF CVIEn R1HFJtD DOOR OPENNGS SOL AND AT ALL CORNERS SOIL FOUNDATION NOTES: 1. DESIGNS SHOWN ON THIS SHEET ARE FOR 501L AND OR FOUNDATION. ANY OF (3) BASE RAIL THE FOUNDATIONS SHOWN ON SHEETS 11•A THRU D CAN BE USED. 2 SOL ANCHORS (HELICAL OR KOCK/ASPHALT) SHALL BE LOCATED AT ALL 4 CORNERS. ON EACH SIDE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE IM ERIOR COLUMN POSTS AND END WALLS POSTS. 3. IYEUCAL ANCHORS ARL TO BE USED ONLY IF 1HL• DRIVING 10RQUC INTO 1111 GROUND 15150 FT4.95 OR GREATER. MANUFACTURER 15 NOT RESPONSIBLE FOR SOIL QUALITY AT SITE. 4. HELICAL ANOIORS CAN ONLY BE USED FOR CLASS 2.3 A 4 SOLS (SEF. SOL 1 ' rLA551FICA11.ON5 THIS PAGE). 5. ALL POSTS WMi NO ANCHORS ADJACENT SI IALL BE ANCHORED TO THE GROUND WITH A 1/2' X 30' LG. ROD. RODS WILL HAVE A WELDED NUT AT THC rOP AND ONE COAT OF RU5I PROOF PRIMER. 6. ASSUMED SOIL BEARING CAPACITY IS TO BE A MIN OF 1900 PSF. ANO OR ROD SOIL CLASSIFICATIONS: SOIL CLASS DESCRIPTION 2 SANDY GRAVL•l AND GRAVEL. VERY TION DL•NSL• AND/OR CEMENTED SANDS. COARSE GRAVEL100BLES. PRELOADED 511.15. CLAYS ANDCORAI. 3 SAND. SILTY SAND. CLAYEY SAND. SILTY GRAVEL. MEDIUM DENSE COARSE SANDS. SANDY GRAVEL. VERY STIFF SRT AND SANDY CLAYS. 4 LOOSC TO MEDIUM DCNSC SANDS. FIRM TO STIFF CLAYS AND SILTS AND ALLUVIAL FILLS. 'FROM HUD 'S'A= M. AVFACrUREDAO,WE/Ar?rALL1MY$rAACAR05` II j LJ POSTS wT SUPPORTED ON SOL AKHMS URS SOIL FOUNDATION SCN C NTS Cil BASE ANCAE :OLUMN POST OR END WALL POST - SOIL ANCHORS Al ALTERNATE DO WALL POr-,T5 SOIL AN3-M5 AT ALTERNATE INTERIOR COLUMN POST5 DRILL 51W HDLE n ROUEN BASE RAIL AND SECURE (7) BASE ANGLE WITI I V2'9 n ROUGNI DOLT AND r wASNffzs E5. EbSTMG ASPI IALT W9 -A ASI IPAL1 / I D' -'J ROUX AW -1 OR OPTION 2: ROCK / ASPI IALT A1<,1-I0R51'-1 MANUFACTURED eY: -N- Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 fNGINElRED BY: /' AAA FNGINF:EMC CML-STNUCIVRAI. 5911 Rr"— Plrr, Sur Vs. TldArnl JXM T14199 IM - H, V MOSS —o -- DRAWING INFORMATION FRDjeeT: 2a -Lr WIDE VVILDINC35 LDCATTD.V: STATE OF FLORIDA PROJECT Na: 069.14 0822 SICU TITLL: FOUNDATION OPTION 4: SOIL ANCHORS SHEER Na: 11-D / 11 DRAWNSY. IZNI DAw- 3/10/10 CNECKMSY:OAA DATE: 5/10/15 - ANY DUFUCAWN DF MS DIIAWW w W.10C OR PART'V STML'ILY roISCM. AMM DOW. SO %QL W rl=W VIN LMU FM nAL tZcm CP INC IAV. ISRA1Wx.4 VAUD UP TO I Y81R FROM DAT! OF 65LG SEAL: �A 611, ��• No. 92891 • • •�_ ' STATe OF O R LOP., DATeexmms:02128/2017 _ DATESI(— MAR 10 2015 n P1 n Dc Z O N N ti N EA [I) COWMN POSI OR [11) CW WALL POST [5) BASE RAIL CONCRETE PIER ' MR (I) P4 BAR - w :S6' U3 SffT ,x'.•11,:. CONCRETE PIER DETAIL/-.-'\ SCALL' K. $ (h COLUMN POST OR p13 END WALL (S) BASO RM MQIOR ROD �O ANCHOR ROD INTO SOIL DETAILO :.GALL' M$ Q jj a �. • e j IP 2 11t 0W.RETEPIERSEITHFR SIDE OF 043ZW-AD DOOR OPENINGS AND -CR RODS AT ALL CONCRETE PIERS AT ALL POSTS NOT SUPPORTED CORNERS ON CONCRETE PIERS CONCKEI E YIER FOUNDATION VAL: K'S CONCRETE PIER FOUNDATION NOTES: L DC5IGNS SHOWN ON 111I5 SHEET ARE FOR CONCRETE PIER FOUNDATION. ANY OF THE FOUNDATIONS SHOWN ON SHIFTS II -A THRU D CAN BE USED. 2. CONCRETE PIERS SHALL BE LOCATED AT ALL 4 CORNERS. ON EACH SIDE OF O/ERIIEAD DOOR OPCMNG5 AND ON ALTERNATE INTLRIOR COLUMN POSTS AND END WALLS POSES. J. PIERS SHALL BE FORMED BY DIGGING A HOLE OF THE SAME WE AS THE PIER ON LEVIA GRADE AND FILLING WITH CONCRETE.. THRD. ROD ANCHORS SHOD O BE. DROPPED INTO THE PIERS PRIOR TO POURING THE CONCRLI L: 4. ALL POSTS Nor OUPPORTED ON CONCRETE PIER5 SHALL BE ANDMED TO THE GROUND WITH,. I/2" X JO' LG. THREADED ROD. RODS WILL HAVE A WELDED NUT AT THE. TOP AND ONE COAT OF RUST PROOF PQIMER. 5. ASSUML'D SOIL BEARING CAPACITY 15 TO BE A MIR OF 1500 PSE. G. CONCRETE STRENGTH TO BE A MIN OF 9.500 PSI O 28 DAYS. CONCRETE PIERS AT ALTERNATE END WALL POSTS MAMIFACTU CD DY: -N- Metal Buildings, Inc. 1050 Worth St. Mt. Airy. NC 27030 1-800-597-3597 ENONEEIUD BY: 70 0 AAA ENGINEERING CIVIL•Sl'RU MIRAL 5 DI1 ntj—ML 1—D. Td.I.011.04M TA I1DM119O • r...l1919T81LS ConGRETE PIERS AT PRoom 2(Y-0' WIDE BUILDINGS _ ALTERNATE INfERIfR COLUMN POSTS LowpoN: STATE OF FLORIDA PROJECT NQ: 039-14-0822 MIT TIRE, FOUNDATION OPTION 3: CONCRETE PIERS SHFFT NO.: 111C / 11 DRAWN BY: IZM DATE: 3/10/15 TABLE II•C.1:C0W CHECKED BY. OM DATE:3/10/15 PIER SCHEDULE LEGAL INFORMATION aNW MOr DRAWIM' IN VA O ! OR 9111111mAW PANY RT 6 611= LY r0RODDIX AN1019 DON, $0 NAL K 17'd'JtY: 01) LINIn THE fJLL OffM Or TM NAW. 105 TO to WE X'J6• • DRANTNrS VALID LIP TO I VW MOM DATE Or 60116 140 TO I!Z 18'0_ X 42 SEAL: 165 TO 180 1&0 X 48• B f f" .`T"TT,11A TABLE IbC2: CONCREI E PIER S,P P' F W;--.4 ae ANCHOR SCHEDULE ` Z ND. 52851 1fXiTONO VI0_XT =*• * �*� I55 TO IBD 5/8.0 X T ••, NOTES: STATE OF •? '��i I. EXPANSION ANCHORS. vrEDC,L MCI OR ADHESIVE ANCHORS MAY OE USC •;�(fj�� �► �• ��` C O q 1 Q,P'�� 2. MIN. EMOLPMENT DEPTH. TO DE 4•. ' rrrrTONAV S. ANRORS TO DE SPACED NO MORE THA 11,��Y 6' FROM POSTS. 4. ALL ANCHORS TO BE AW? EQUIVALENT ogreEIPAIES: 02/28/2017 OR BETTER. DAIESIONED: MAR 10 2013 P, a M N Lr) CL a hil " CD TABLE 11.6.1: ANCHOR 5CHEDULE W TO 140 112'8 X T 145101W 6/9.0x7 NOTES: 1. EXPANSION ANCHORS. WEDGE MK]IORS OR ADHESIVE ANCHORS MAY BE USED. 2. MIN. EN.DEDMENT DEPn I TO DE 4•. 3. ANCHORS TO DE SPACED NO MORE n IAN V FROM POSTS. 4. ALL ANC IORS TO t E A307 EOUNALENT OR 13ETTER. TABLE 11-82: COW. STRIP SCHEDULE OS To 1:10 12•x12 140 TO 05 8•x12 26•x12 756 TO 190 21x15• 10'x18' NOTES: 1. WIDTH AND DEPTH DIMENSIONS CAN DE ImmRC+ANGEO. cp11�'1 IN FOOV N.i OPTIONAL AT OPEN END WALLS AND OIER! EAD DOOR OPENNG5 CONCRETE STRIP FOUNDATION NO1'E5: 1. DESIGNS SHOWN ON TIPS SHEET ARE FOR CONCRETE STRIP I'OUNDArION. ANY OF THE FO NPATIONS SH OWN ON SHEETS 11-A TMRU D CAN BE USED. 2. CONCRETE ANCHORS SMALL DE LOCATED NEXT TO EVL'RY POST AND ON EITHER SIDE OF OPENINGS. TWO ANCIORS 51IALL DE INSTALLED AT C40P•NEF 01: ENCLOSED DUILDINGS WITH END WALLS • OPE ON EACH BASE RAIL 3. DEPTH CF CONCRETE STRIP f OOTING SHALL BE GRI':ATER THAN FROST DEPTH 5PECff1ED PEP, I OCAL CODE. 4. ASSUMED SOIL BEARING CAPAGI Y 15 TO BE A MIN. OF 1500 PSR S. CONCQEI E STRENGTH TO BE A MIN OF 2500 PSI O 29 DAYS. I .II III 41 ill "1 y / CONCRETE STRIP FOUNDATION SCALE: NTS J.') COLUMN POST AIHGTIOR •SCE TABLE 11.0.1 /- t33 BASE RAL C4 •O (4) d4 REBAR CONT. SEE TABLE 11.1;2 CONCRETE STRIP FOUNDATION DE T AI .;CALF. NT.S MMUFACTMiED 6Y: N1 Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 14800-597-3597 ERGlAimReo ey: - - — – A&A YNGrNFYAW G I VII.•SMUCnIRA1. Ss U . T,iia UI 14l7J Tal 4IYAb194T • Pa.. 410 -ST -0.4! r�a+�anam moA,,: 2(Y -4a WIDE BUILDING5 Loc�nGH: STATL• OF FLORIDA PROACT NO.: O[1�14�J82?. wiEP7 nna: FOUNDATION OMON 2: CONCRETE STRIP _ sItET eo.: 11-8 / 11 DRAWN BY: DATE 3/10/15 CIMCKED61- om 3/10/15 LEGAL INFORMATION . AW DUnICAMN Or TM DRAWING IN"O t OR PMT & STNCI►Y PORNOM.. ANION GONG 50 Mol Be rrs"c mu Lom not nLL orrwr OP not uw. • 0RALMII66 VIVID Ir TO I WMt TRDN DW IV 6014: TEAL --- om E:FIRE& 0212812_017 -,Em— MARIO 2016 r -J y�GENS�, `�� No. 0295 %r• •�`'e� TATE OF 1 '�i O R 10,P•6�5�,� s' om E:FIRE& 0212812_017 -,Em— MARIO 2016 r -J It 089d MOM 10!rib T f fbYA �f11' i� � Qin 5 1 d �3 � RM Wd £I:Zi STOZ'£Z 1!Ndy'A¢psingj V aZfed 9 CONCRETE SLAB FOUNDATION NOTES: 1. DESIGNS SHOWN ON T115 511EET ARE FOR CONCRETE SLAB FOUNDATION. ANY OF TIE FOUNDATIONS 914OWN ON SI IEET511-A n Ku D CAN BL USED. 2. EITHER OPTION 1 EDGE OFFSET' OR OPI ION 2 7101 CI IED EDGE' DETAIL CAN BE USED. 3. FOR OPTION 1 TIE MIN. SLAB SIZE SI IALL BE EQUAL TO TI IE OUTSIDE DIMENSIONS OF THE BIALDIW4 PLUS 5' EACH DIRFCTIONL 3, FOR OPTION 2 THE MIN. SLAB SIZE SHALL BE EQUAL TO THE SIDE DIMLN510N5 OF THE DUILDTNG DIMENSIONS. 4. CONCRCI L• nrCI10RS SHALL BE LOCAL ED NI:XI 10 EVERY PW)T AND ON EITHER SIDE OF OPENINGS. TWO ANCHORS SHALL BE INSTALLED AT CORNER OF ENCLOSED BUILDINGS WITH END WALLS 'ONE ON EACI I BASE RAIL. 5. CONCREI E &KI-IORS CAN BE ANY ONE OF THE OPTIONS MENTIONED IN TABLE 11•AI. 6. DL•PTH OF SLAB TURN DOWN FOOTING SMALL BE GREATER THAN FROST DEPTII SPECIFIED PER LOCAL CODE 7. CONTROL JOINTS SHALL BE PLACED 50 AS TO LIMIT MAX. SLAB SPANS TO 9.0• IN EACH DIRECTION. li. ASSUMED SOIL BEAKING CAPACITY 15 TO BE A MIN. OF U00 P5F. S. CONCRVI L STRUNGTH 10 BE A MIN OF 2500 PSI 0 •LB DAYS. phYlliI �L, 2 II 111 IDI @ . -• � \ / / SII n•A / 41 CONIKOL J07:1 S SPACED Al' MAX •10.0'OJC CONCRETE SLAB FOUNDATION A l TMA SCALE SMS 1ti V BNLDING POST TABLE 11-A.1: CONCRtiE SLAB ANCHOR 5011EDULE [7) BASE ANGLE IDB TO 140 WO x r71 MAX 6• 55 f0 180 518"® X r ANCHOR . SEE n) COLUMN PO,f NIOfF.S: TABLE 11•AI (3) BASE RAI. 1. EXPANSION ANCHORS. WEDGE ANCHORS OR ADIESIYE ANCHORS MAY BE USED. - 2. MIN EMBC•DMENT DEPTH f0 BE 4•. 3. ANCHORS TO BE SPACED NO MORE THAN 6• FROM '• • •. '' 1 u1 tsS POSTS. N:RE MESH D 4. ALL ANCHORS TO BE A507 EQUIVALENT OR BETTER. r5) 14 REBAR COST. -•4 MT' 4• EDGE DIST. (1) CM UMN P051•ANCHOR - SEE TABLE 11 -Al SECTION A -A MIN. 4• EOiE P15T MDL 4' TIOC A I [3) DA5E RAIL A CONCRETE SLAB OtAM Wab / O WELDED NYRE OR NIBER MESH A A (5) f4 REBIAR CONT. T ntii `F ALT. NMDED ED OPTION 1: EDGE OFFSET DETAIL%1 SCALE NI 5 I BEYOND 2•WIDEXrPeer 1 1 MOf01ALONG OVERIEADDOOK "" IFFY AND SLOPC To T. OVERHEAD DOOR NOTCH DETAI 2 SCALE: NTS S AN>M - SEE (I) CCUJMN rMT TABLE II -AI ('S) BASE RAIL ., •' 1L1 bu SFLftl� 6D MN WEDGE DIST. 1•U2• x l4r2l Nar01 [7) BASE ANGLE ANY. M - SFE TABLE 11-A3 Cv1tAX MN. 4' 1100 D CO`CRETE 5LA0 WOX010 WL:LDED 1 u1 tsS N:RE MESH D r5) 14 REBAR COST. -•4 \ i (1) COLUMN POST \Y� [5) BASE KAIL GftAOE 1 AS PER LOCAL �T- CODE MIN. Ir OPTION 2: EDGE FLUSH DETAILO SCALE: M5 "mwAI RED or: 0* 10 -N- Metal Buildings, Inc, 1050 Worth St. ML Airy, NC 27030 1-800-597-3597 ENODIEEIED 9Y: & T50 AAA FNGLNFERING LT17L• MUCIVRAL 911 Muiese ILr, Sir D • TNdo. 011 LG11 TA •119711Yt1 • W.. J1.192d/Sf -cm- DRAWING INFORMATION 207-0" WIDE BUILDINGS uN�TroN: STATE OF FLORIDA - -_ RI►o�DT No.: 039-14-0822 cHM nTLe - - FOUNDATION OP71ON 1: CONCRETE SLAB SHEETNO.: 11-A / 11 omym By: IZM DATE: 3/10/15 DNEcwmor:OAA DATE: 3/10/15 LEGAL INFORMATION - AIH DU'"TWN Or 111; DRAWING N WI101L OR MRI q 91RICI V AftV di. MAOI¢ DORY 50 MILL K rRMretlm ulmet n¢ Apt CtILxI or m[ LAW. CKWO G5 VALID K 10 I YON!IDIOM DAM Or OWL !PAL: AS ji.1 y X00, No. 82881 p� TATE OF •:44 0R19.• v.`� ""*"01 IA L- f %%%% DATe mpows: 02/28/2017 DAmsIcum: MAR 10 2016 M 9 Page 9 Thursday, April 23, 2015 12:13 PM Qaclt Nolen Pale 3Y PA' OPTIONAL LEAN-TO ADDITION 5CALL• M5 (2) ROOF BEAM - (AI 0 I.G. CONNECTOR SLEL'VE - MAIN pADlr FIELD HOLT TO 00111 TUbE5 Wl (233 FASTENERS - SEE TAKE 52 4� I FOR NO. OF FAST'EW..R5 REOD. (2J ROOF HEM+ LEAN TO ADDITION (6J 6' LG COKNE.CTOR 5LF.EVE - F1ELD BLIT Wi [23] FASTENERS MDl E.S. - SEE TABLE 32 FOR NO. OF A FASTENERS REOD. (1) COLUMN POST - FOR SAVE HFICKS GREATER IIIAN BO' INSERT TS 225 x 225 X "oA TUBE INTO COLUMN POST LEAN-TO ATTACHMENT DETAIL 5CM61.75 LEAN-TO ADDITION NOTES: 1. LEAN-TO ADDITIONS CAN DE ADDED ON EM -ER OR BOTH 51PF.5 OF THE BUILPIW. ?_ ROOF SLOPE AND PURLIK GIRT AND FRAME SPACIN(75 OF IME ADDITION HAVE TO WATCH THAT OF THE MAIN STRUCTURE_ 3L IF THE LEAN-TO ADDITION 15 'OPEN -(BOTH END WALLS OR SIDE WALL 15 NOT ENCLOSED), THE DESIGN OF THE MAIN BUILDING HAS TO USE THE FRAME SPACING OF AN OPEN 5UILDiNG FROM TABLE 4. MANUPACWHED DY: 00,41 N4 Metal Buildings, Inc. 1050 Worth St. ML Airy, NC 27030 1-800-597-3597 ewaNEETac BY: do TTO A&A kNOLNE1?WNG CIM • SMUMMA1. .011 A.FL—.U. A • 1H.62.0H 4AM Td. 419I9f 14[1 • fK /19-204&M — -.C--s ORAWING INFORMATION w+aEn: 2a -O^ WIDE BUILDINGS LOCATION: STATE OF FLORIDA 1+waECT am: 03314.0822 SHEET TME: OPTIONAL LEAN-TO ADDITION smeEr NO.: 10 / it _ nuya m, IN OATe 3/10/15 w=mi3r:OAA DATE: 3/10/15 LEGAL INFORMATION . AW PJMVATON Of TMD ArAVAN : N MOLE OR PARE 15 STIOMY f=11.ODIN. A hW. MW SU WLL K ILrOOemw um"Iit ML ORW Cr Me LAW. MAWN09 VA{M W To 1 YM mwm eWe or Mr. OPAL ��ITI41A81I fa..•�TGEN@lc•.!��I 1 No. 8!881 11 A ; Tt •• STATS OF I8�� - p : ;rte% DATE E>wms: 02128122017 DATEsam- MAR 10 2015 r - (z) ROOF BEAM (20 DB BRACKET. SECURE TO POST AND OIAGONAL BRACES W1 (/) (23) FASTENERS AS 51 TOWN (t)COLUMN POSr VD) DU ,(M AT CORNER BRACES DIAGONAL BRACE TOP CORNER CONN. DETAIL' I SCALP fns CORNER DIAC3ONAL BRACMG - SEE NXES FOR REOUREMEM 5 DIAGONAL BRACING AT CORNERS 5wr:lns CORNER BRACING NOTES: L DIAGONAL LiRACIN ± AT BUILDING CORNERS 15 REOUIRED FOR FULLY ENCLOSED BUILDINGS IN LOW. IONS WIiERE WIND SPEED 15 110 MIM OR GREAT ER. 2. IF CORNER BRACING 15 REQUIRED BUT THE BUILDING IS MISSING AN END WALL 1 HEN THE BUILDING MUST BE DESIGNEE AS AN (3) EID WALL RASE RALL (5) SIDE WALL BASE RM OPEN BUILDING (USE SPACING FOR OPEN BUILDING IN TABLE 4.1). 3. DIAGONAL BRACING I5 ALSO REClURED ON THE CORNERS ON THE DIAGONAL BRACE BOT. CORNER CONN. DETAIL' SIDE WALLS WHEN THE AD.NACENT END WALL IS PARTIALLY xAlr: NI 3 ENCLOSED. INSIDE VIEW SHOWN FOR CLARIIY MAMPACTUREDBY: Metal Buildings, Inc. 1050 Worth St ML Ally, NC 27030 1-800-597-3597 \ EwooleErlED m: /' /' AAA FNCINEERINC CML • MItC1TIRAL .Bu Ilnd.�r n... v,s e . Tl+.dq al uan TYLnosn•111n.11. uovemis DRAWING INFORBULTION a_nnecT: 20'-0" WIDE BUILDINGS Locam: STATE OF FLORIDA mtoAy Na: 039-14-0822 Shm eTLe CORNER BRACING DETAILS IMMTNO.: 9111---- CRAM 111_CRAM BY: IN DATE: 3/10/15 CHCCKED BY: OM DATE: 3/10/15 i • AW DIIUCATEN Or 776 ORWW%IN *"OLE OR NAILf155WJ=Y1LY7lo0M ANYONEDC065DVAL W AWOMUROIAOEI IIT AFL BAND aOr 6L • OFAROtA YAW Ilr 10 1 KNt 1LLOM OAR W UfiLIG KCAL: ,`77111111 NIIN�II P.•y�� BN8�g7Qle��i No. 52881 STATE OF ,•((1�� ll; t p R 1OP'Q��� 1"ONA 1."Issilla7t�?OA,, DATE EWER: 02/28/2017 DATE emm.. MAR 10 2015 M COLUMN POST OR (In END WALL POST (19) DIAGORAL BRAGS (21) W DRACKEr. SECURE TO POST AND DIACONAL BRA17.5 W/ (J) (2S) FASTENERS AS SHOWN DIAGONAL 13RACE - POST CONN. DETAIL'\ scA1r: ms V1 COLUMN POST [21] DD BRACKET. SECURE TO POST AND DIAGONAL BRACES W1 AT CORNER m(23)FASTENERS ASSIT /OWN TD9)DVC-OWL RAM- 5 CORNER DIAC3ONAL BRACMG - SEE NXES FOR REOUREMEM 5 DIAGONAL BRACING AT CORNERS 5wr:lns CORNER BRACING NOTES: L DIAGONAL LiRACIN ± AT BUILDING CORNERS 15 REOUIRED FOR FULLY ENCLOSED BUILDINGS IN LOW. IONS WIiERE WIND SPEED 15 110 MIM OR GREAT ER. 2. IF CORNER BRACING 15 REQUIRED BUT THE BUILDING IS MISSING AN END WALL 1 HEN THE BUILDING MUST BE DESIGNEE AS AN (3) EID WALL RASE RALL (5) SIDE WALL BASE RM OPEN BUILDING (USE SPACING FOR OPEN BUILDING IN TABLE 4.1). 3. DIAGONAL BRACING I5 ALSO REClURED ON THE CORNERS ON THE DIAGONAL BRACE BOT. CORNER CONN. DETAIL' SIDE WALLS WHEN THE AD.NACENT END WALL IS PARTIALLY xAlr: NI 3 ENCLOSED. INSIDE VIEW SHOWN FOR CLARIIY MAMPACTUREDBY: Metal Buildings, Inc. 1050 Worth St ML Ally, NC 27030 1-800-597-3597 \ EwooleErlED m: /' /' AAA FNCINEERINC CML • MItC1TIRAL .Bu Ilnd.�r n... v,s e . Tl+.dq al uan TYLnosn•111n.11. uovemis DRAWING INFORBULTION a_nnecT: 20'-0" WIDE BUILDINGS Locam: STATE OF FLORIDA mtoAy Na: 039-14-0822 Shm eTLe CORNER BRACING DETAILS IMMTNO.: 9111---- CRAM 111_CRAM BY: IN DATE: 3/10/15 CHCCKED BY: OM DATE: 3/10/15 i • AW DIIUCATEN Or 776 ORWW%IN *"OLE OR NAILf155WJ=Y1LY7lo0M ANYONEDC065DVAL W AWOMUROIAOEI IIT AFL BAND aOr 6L • OFAROtA YAW Ilr 10 1 KNt 1LLOM OAR W UfiLIG KCAL: ,`77111111 NIIN�II P.•y�� BN8�g7Qle��i No. 52881 STATE OF ,•((1�� ll; t p R 1OP'Q��� 1"ONA 1."Issilla7t�?OA,, DATE EWER: 02/28/2017 DATE emm.. MAR 10 2015 Page' 10 Thursday, April 23, 2015 12:13 PM Quick Notes Page 53 P (12) DOCK POST [TU] STRATA R DRAM -T. (IG] MIGLE BRACKET. SECURE TO POOR P05T SECURE TO DOOR POST AND BASE P,NL W/ (4) AND BASE RAL W/ (4) [23] FASTENERS [1.3J FASTENERS p) BASE PAL DOOR P05T BASE RAIL CONN. DETAIL( -1 [3] SIDE WALL BASE RAIL 0) CALUI.N POST (6) 6' LG CONNECTOR SLEEVE [18) AWAE BP.ALXET. SECURE TO DOOR POST AND BASE RAL W/ (4) [93] FASTENERS (3) EPO WALL BASt RAIL CORNER DETAI I cne: ma (III EN) WALL POST [16] ANGLE BRACKET. SECURE TO DOOR POST AND BASE RAL Wl (4) (9.3] FASTENERS F.` ril BASE RAIL [tq END WALL POST (15) ANGAE QIP. SECURE TO END WAI I POST AND DOOP. / WIPDMV FRAWNY; W/ (4) [7i] FASTEW.P.S E.S. [5]SERVCE DOOR/ WINDOW FRAMING TYP. 5ERVICE DOOR / WINDOWS FRAMING CONN. DETAIL amr_- nTa END WALL P05T - BA5Eii RAIL CONN. DETAIL —eaLLrmg—M NG [2] ROOF BEA [I6) ALE BRACKET. SECURE TO DOOR POST AND BASE RAL W/(4) [9.3)1'ASTENLRSE5. [17) 51 RAG ff BRACKET. SECURE TO DOOR POST AND BASE RAL [11] ENO WALL POST W/ (4) [29] FASTENERS 5D5 OR [12) DOOR POST END WALL P05T - ROOF BEAM CONN. DETAIL 4 524E s75 (11) END WALL POST ADO✓E HEADER (15) ANC+U: CLIP. SECURE TO DOOR POST APO BASE RAL W/ (4) (23]FAST- S E5 (0) SWI E HEADER END WALL POST ABOVE HEADER CONN. DETAI!0 SCILE NIS (IT) ENU WALL P057 (15) ANGLE CLIP. SECURE TO Dom POST AND BASE RAIL W/ (4) [23) FASTENERS E.S. [01 SINGLE HEADER HEADER - END WALL POST CONN. DETAIL SG16 m S [ri1 ASISLE CUP. SECURE TO HEADER AND CC.UITN POST W/ (4) [23] FASTENERS E.S (13) 5INGLE HEAVER [Ii) COLUMN POST AiCORKER GABLE HEADER - CORNER POST CONN. DETAIL/ -B"\ SCAM N75 (111 F.40 WALL POST [14]DOUBLE*AVER POST AOM HEADER. 115] ANGLE CUP. SLCIRL•TO DOOR POST AND BASE CAR W/ (4) 03 TEKS SPS M US FILLET • 17211 LG. O &CC 5TITCJH WELD OOII I SIPE5 SfAGC,ERED- EYP. END WALL P05T ABOVE DOUBLE HEADER CONN. DETAIL ' SCALE: I.T5 [11) END WALL POST 05] ANGLE SIP. SECURE TC AND DOOR POST D BA5E PAL W/ (A) (24) FASTENERS ES. (03 DOUBLE KAM UAP ill I.ET - I-V? 15. ID 11yr C.0 STITCH WELD BOTH SIDES STAGGERED - TYP. DOUBLE HEADER - END WAL t0 P057 CONN. DETAIL SCAIE:14f5 YAWWACIURM W. -N- Metal Buildings, Inc. 1050 Worth St. Mt. Alry, NC 27030 1-600-597-3597 EwolwENaIED BY: 1111'' AM FNCINVYRINC LlVIL-.TI11UL-IVRAL HI I Pbm. .%i. D-TdrhOil NGZ1 TA 419MM90-r,.419.ED/4U -6- DRAWING INFORMATION PRO,,ecr 29-a WIDE E UILPIN05 _ IDOA,m: STATE OF FLORIDA PROJECT N0.: 039 -14 -OM a/EET m1J:: END WALL FRAMING DETAILS DRAVM Dr. IZM DATE: 3/10/15 c ccKmBY:OAA DAM 5/10/15 • AW DMICJ-11011 @ 1110 DRAW410 V*01! OR MU 15 51KCW 1010CM. AMOA[ DOW 50 Ml BE rRO MOM U1QR TMD AAL VMW Or 111[ Mw. MMM M VAUD UP 10 1 WM MOM MR Or W= VAL: AStj RPPI,PP q. ° No. 52981 p TATE OF O , P Q► %A .�(0R10, s�ObAl. �`;.``• ''PPNUPILLLNL mm expoms: 02/28/2017 CATE MAR 10 2015 P SEE TABLE 8 -At FOR MAX. END WALL POST SPACING, NW G• CORNER Oyv. at10100 ET OFFS MW. 12' CORNER OFFSET A04 MR 12• BETWEEN OPENMS SEE TABLE B -AI rOR MAX FSO WALL POST SPACWG 4 8B yl U III III END WALL OVER HEAD DOOR OPENINGS w -VI -1.13 SEE TABLE PAI FOR MAX END WALL POST SPACING OPCNWG SUED TO FIT WNW$ SERVCE DOOR(S)TOBE LOCATED PER CUSTOMER REQUXEMCNTS 5EF TABLE 8 -Al FOR MAX. END WALL POST SPACING n END WALL SERVICE DOOR AND WINDOW OPENX-45 SCALe: Are END WALL FRAMING NOTES: 1. DESIGNS AND DETAIL 5 5IIOWN MERE ARE APPLICABLE TO BOTH REGULAR AND A -FRAME STYLE BU ILDI,v . S. 2. MIN.0 CLEARANCE MUST BE MAINTAINED BF.TWEL'N ANY TWO OPEMNGS (OVERIEAD DOOR OR SERVICE DOOR) AND FROM CORNERS. J. SERVICE DOORS AND WINDOWS CAN Or PLACED AS NEEDED. 4. DIAGONAL BRACES NEED TO BE ADDED FOR PAL AL END WALL ENLIOSURES. SEE St (LET 9 FOR DIAGONAL BRACE CONNECTION DETAILS. 1 / END WALL GABLES PARTIAL END WALL FRAMING mu r. has TABLE 8`A1: END WALL POST SPACING SCHEDULE lO5 9 9 5' Ifl 9 y 49 w 4.9 43 y I40 4.9 4.9 9 Ei5 4• 4' 2 9 *5 180 1 5.9 5 y NANUFACTURDD -N- Metal Buildings, Inc. 1050 Worth SI. Mi. AITy, NC 27030 1-800-597-3597 ENDWse.D BY., '' /' AAA F.NCTNEER INC C". • SMWIVRAL 5711 Maas rhe. yse D . Tb*, on N617 TA 4110=41 U. V "IOMIMU .wr. 1ma.rro+m. pwimm: 20'-O" WIDE DULDINGS _ LucAnm: 5TATE OF FLORIDA vRojm ND,: 039-14-0822 Naf Iff END WALL FRAMING SHM NO,: aA / n _ _ DRAWNgv-. IZM DAw- 5/10/15 _ cNEcic®RY:OAA DAm.3/10/15 LEGAL INFORMATION • ANY PUP ICAIDII Cr TM DRAWWG IN WHOIL OR rAIJ 1591RLTIYfO1M77 M ANNOW F=4 50 N11 1W M4MMID I#&= TIC ILAL CatNT Or Ut 1 AW. ORAINIMM VAM Ur 10 1 CAR fAOL DAR Or ONK. AD �.• a if" 4s'% No. 52851 •'_ TATE OF . QFC 0 R LO.P•0�?7• 4$"ONA 1., DATE Evmcs: 02/28/2017 om www. MAR 10 2015 A NOTES. L FRAMC SPACINGS ARE IN UNITS OF FEET (TT). 2 WHERE TWO VAI UES ARE SHOWN. THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL SHEATHING. 3. SNOW LOADS AND ROOF LWE LOADS ARE IN POUNDS PER SOUARE FOOT (PSF). WIND SPEED 15 3 SL•C. GUST W !RILES PER HOUR (MPH} 4. FOR VALUES THAT LIE BETWEEN TWO CELLS. THE IIGHER (MORE STRINGENT) VALUE HAS TO BE USED. INTERPOLATION BETWEEN CFLL515 NOT ALLOWED. GENERAL ENCL05URE NMS: 1. TYPICAL ENCLOSED AND OPEN BIIILDING5 ARE AS SHOWN ON 1HF Rr*ff 2. n E MAX. BUILDING LENGTH FOR ENCLOSED BUILDINGS 15 50.0. THIS CAN BE INCREASED BY ADDING A DOUBLE FRAME Al THE CENTER TO BREAK THE LEWiTH OF THE BUILDING. 3. FOR ENCLOSED BUILDINGS. ONC END WAI 1. CAN BE OPEN IF THE 011CR END WALL 15 F ' ENCLOSCD. TI E OPEN END WALL MUST HAVE EITHER GABLE FRAMING; (SEE 51 EET BA) OR A DOUBLE END FRAME. 4. OPEN BUILDINGS CAN I IAVE PARTIALLY ENCLOSED SIDE WALLS. FOR 510E WALLS UP TO V EICL05ED THERE 15 NO CHANGE IN THE DESIGN. FOE: GREATER 1 HAN 3' SIDE WALL EWA05UKES. TI IE SPACING FROM ABOVE TABLES NEEDS TO BE REDUCED BY 0'. S. OPEN BUILDING WITH PARTIALLY ENCI OECD END WALLS NEED TO HAVE SIDE WALL BRACLVG TO SUPPORT THE PARI IALLY ENCLOSED SIDE WALL SEE SHEET 9 FOR TYPICAL BRACING TY P. ENCLOSED BUILDING TYP. OPEN BUILDING DETAILS. smr: n15 SCM£: NF5 -N- Metal Buil(fings, Inc. 1050 Worth Sl. Mt. Airy, NC 27030 1-800-597-3597 §WWSUE BBV: 111' A&A ENGINEERING CM • STSUCrURAI. nil 11,-1-14 s.9i o. Tdeio. al w" �e.11Onatm DRAWING INFORMATION w1o.gm 2a-0" WIDE BUILDINGS LIWAIMM: STATE OF FLORIDA ProAcT No.: 039-14-0822 SKEET 111m, SPACING SCHEDULES & ENCLOSURE NOTE5 SHEET MO.: 4/11 WAwN Bv: IZM DATE- 3/10/15 cKEcKmer:OAA oATE:3/10/15 • AW DMICATION Or T118 DRAW= w IAMUZ OR PART 15 SIRCILY tCMC W. AMUIR OOW6 SOMALL er murA=m LfwmTNr ruu baw or M ~. ORA*W.5 VAW up to 1 Ym rRON om cr ras \\I\1111111►►11►, ABU p, 1 ' Y ,`,P••�IGEN,B 4��i No. 62841 p. TATE OF 'AV- .' t► . , O R 1 DATEE1t m& 0212812017 _ DATE ssGilm.. MAR 10 2015 [2) ROOF SEAM (48) TUBE PL•AK BRo - ATl ACH Wn I I Il&' WCID X D' LONG L•.C,. A. PEAK BRACE TUBE [2) ROOF BEAM r4) PEAK BRACE • ATfACII W/ (2) mi FASrENFRS Ea (rOrAL 4 EACH END} MAINTAIN MIN r EDGE O1SfA44CE AND SPACING B. PEAK BRACE CI W4WL PEAK BRACE CONNECTION DETAIL .AIL• X96 TABLE 3$.i: PEAK BRACE SCHEDULE • W/20TO40/25 6' 50 / °J6 TO 90 / 90 1D' TABLE 3-82: KNEE BRACC• SCIHC-DULE' UPTO& 24' STO12' y9 REWIRED ON OPEN DUB DINGS �(71OOF BEAM, 1D•P \ ' 2A [48) PEAK BRACE 3 U TUBE 9. PEAK BRACE LENGTH = 12P [2) ROOF BEAM, M"X6-- 2B [4A) PEAK DRACE GTIANdEL A PEAK BRACE LENGTH = 6-0' PEAK BRACE DETAIL!Vi [6) 6- LG. CONNECTOR SLEEVE. FIELD BOLT W/ (23) FASTENERS . SEE TABLE 303 FOR NO. Cr [1) COLUMN POS r FASTENERS REOD. (3) BASE RAIL BASE DETAI 3 :N;A1l: VI:a TABLE ",3 FASTENER SChQDULE 7160 TO 05 4 TO Co 5 NOTE: COLUMN POST MAY BE ADJUSTED:T' FOR LEVELING. 0 1BO B MANUFACTURER 15 NOT RESPONSIBLE FOR LEVELING OF GROUND AND/OR CONCRETE SURFACE PROVIDED BY OTHERS. UAKWACIUREPW. iN- Metal Buildings, Inc. 1050 Worth St. MI. Airy, NC 27030 1-800.597-3597 ENUINEERED BY: di A&A F7VCINWAINC I.mL-5rRUCtURAI. :011 n.....e IL¢.>o B.rd.ao oN OW 1K 4197rAl n.►61192NO PNMICC:I: W -a' WIDE BLALDINGS IACAnoN. STATE OF FLORIDA mmarNo.: 039-14-0822 nn.E: FRAME DETAILS SNEFT NO.: " / 11 0"w" By.. am we 3/10/15 CHECKED BY:OAA ome 3/10/15 ANY OIAIKARM OF M. MAWIIIG IN MOM UR MRr 6 5110CW 1ORDCC A ANKM GONG 50 M BC rR0SMM UNM nQ RLL OWW Cr nS ". MAWWO VAID Ur 10 I vm ROM W C Q 15000: SEAL `„II111188 FFI t0,11111188", A 8 No. 52851 * TATE OF 4j WAL ��0 too , 0111E m tm 02/28/2017 -- immm u MAR 1O 201S PA a TABLE 5.1: PURUN SPACING SCHEDULE NOTES: L PURUN SPACING UNITS ARE ININCIES. 2. FRAME SPACING NEEDS TO BE DEfEWNED FROM TABLE 4. TABLE 52: GIRT SPACING SCHWULE 90 60 48 36 30 24 24 18 W4F 60 60 48 42 36 30 24 WO' 60 60 54 54 42 36 30 3W 60 CO 54 54 48 42 42 1 O V -V F,0 CO 54 54 48 42 42 NOTES: 1. GIRT SPACING UNITS ARE IN INCHES. 'L 7165 5CHEDULE IS TO BE USED FOR 90TH 14GA AND 18 GA PURLINS. 8. FRAME SPACING NEEDS TO BE WERMINED FROM TABLL• 4. IumsADTuaEner: -N- Metal Buil(fings, Inc. 1050 Worth St Mi. Airy, NC 27030 1-800-597-3597 ErmatEREoer. ' '''' AAA ENGINFMING am•mucnma M 4Il1A1w. k 4IDiDm RRoxc-F. W -a WIVE BUILM*5 LwAy N: STATE OF FLORIDA Pm)A r Na 039-14-0822 DHMT Tine PURLIN & GIRT SPACING SCHEDULES 0MUNa 5111 DRAWN BT: IZM DAM 3/10115 LEGAL INFORMATION - ANY DIAIGTDII Q no DRAWING IN VWKU Q MOS 91R UrCROOM. AMW OODCWWU oefpKBtOffwt m mTm""wor TIetAW. 0RA0WW VMD Ur10 1 VM MOM OAR Or ME DEAL: ��`�`,P • ,ABU Y AA�i Nn. 5:e84 do • � STATE OF .4f o It qAM L 1 n� •►L` oAnE wnu: 0 212 812 0 1 7 mimsem: MAR 10 2015 Page 3 Thursday, April 23, 2015 1:59 PM Quick Notes Page 9 TABLE 2.1: MEMBER PROPERTIES 1 COLUMN POST 2.10 x 23' x MGA TUBE 1 2 ROOF BEAM 2.55 X 25'X WGA TUBE T 7 3 BASE RAIL 25' % 25 X 14GA 7118E 1 4 PLAK MACE 25' X 2S' %GA 0 CANNEL 4 5 KNEE BRACES 25' X L9' WGA OIANUEL 4 6 _ CORMOR SLEEVE 22y' X 225 X MGA TUBL 2 7 BASE MGLE 25' X 2:f X 3' LG. U4" ANGLE G &I PUIZUN 420* x Lri' X TGA / MGA NAT 01AWEL 5 9 GIRT 425X15%18GA/14GAIIAT CAWEL 5 AA DPT. 6W WALT. GIRT 2.5X I Ir 14GA 0 ANNEL 1 10 51 EATWIS 29 GA CORRUGATE• D :MEET a 11 END WALL POST 25 X 25' X MGA TUDE 1 12 DOOR POST 25' X 25' X MGA 1 WE 1 T3 SUGLE I EAGER 2y X 29' X MGA TUBE: 1 141 000RE HEADER VDL 2.W X 25 X 14GA TM 1 15 5CK CA: DOOR / WINDOW hT,'AN9.1G 25 X 25' X MGA TUBE 1 16 ANGLE Bum r Z' X T X 2' LG. MGA ANGLE 7 17 STRAIGhT BRACKET 2' X 2' X 4' LGAAGA PLATE 6 18 PB SUPPORT 2.9' X 25 X 14GA TUBE 1 19 DIAGMAL DRAM 2' X T %WGA TUBE 3 20 GABLE B '' - T. X PX M GA 1118[ 3 21 00 BRACKET 25' x 25 X 6" LG WGA ANGLE 9 22 TRU55 SPACER 2.9' X 2Sr X 14GA TUBE 1 23 ALL rASTEAERS TEK5 /12 X V4' SELF -DRILL 5CREW5 W/ WEOPRENE/STEEL WA9;—R TABLE 2.2: SHEATHING FASTENER SCHEDULE CORNX PANELS SIDE LAPS EWE LAPS ELSE'AERE R CC I MIR I I 4-ur b'CR FASTENER TYPE: TEKS 012x1' SELF -DRILL SCREWS W/ NEOPRENE/STEEL WASH IFR itO TI ICKNE-55 = 29SA 29 GA CORRUGATED 5HEATHING a SCALL.WS C%1 o T W KNESS = '4GA 2.5" X 2.5 14GA T UB 1 SCALE•HIS T)W KNES5= WGA 2" X 2" 14GA TUBE 3 bCAtr: NIS TIEC KNESS • WGA 2.25' X 2.25' WiA T Uta 2 9CN C M9 Li 2 c5.'I THICKNESS =14GA 2.5' X 1.5" 14GA Qj6NNEL 4 SCME: MS THCKNESS=LEGA: WGA 4.25•X1.5"XWA/14GAO HAT CHANNEL SCALE NrS 1' T1 T.KA455 =14GA 5TRAIGHT BRACKET -,\ SCALE-- .415 In C KNESS - WGA DB BRACKET- 9 SCALE. M5 N� ♦ ThtLCW°55 - WGA ANGLE BRACKET 7 CAISE•MG n ICKNE55 =1/4' BASE ANLL ID SCALE Vis MANUFACTURED BY: '4� -N- Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 ENOIIJEER®BY: 'T'0 A&A ENCINMRINC CML • Sl7UCrURAI. INI I Rmi- Ph.. S..e B . 1'dnI. 0114= TO 41OLMP. D•Tn.11A'IAMU PROJECT. 20'-0' WIDE BUILDINGS LOCATION: STATE OF FLORIDA pmwrw: 039-14-M2 SHEET "TLE: COVER 51-IEET SHEET NO.: 2 / 11 DRANK BY: IZM DATE: 3/10/15 cNECKEOBT:OAA DATE. 3/10/15 - ANY DLAUCATM Or TIID DRAWRIG IN VAW OR MRl 6 503M NURb=#& ANVOW DOING 50 W L DE rltn= m UNDM TIL[ MAI EI m or TK LAW. U1Uk"JMVN1)IIr TD I WAKM)M DAR M Enit SEAL: ♦11111111NNNT, , J�,' ` P •' A B ��T�, •' •� G E N a . S �i `0' No. S2851 •'�� i TATE 01 ogre eomes: 02/28/2017 DATE LILONED: MAR 10 2015 r pr Z Ct •o m 00 c 4 3•B ------------------ 1 12 ROOF TEAM [J) BASE RAR (4) PEM BRACE SEE TABLE ".1 FOR LENGTH ls] KFf E BRACE ON OPEN BUILDINSS- SEE TABLE 38.2 FOR LENGIM [1] C40LUMN POST TYP. A -FRAME 5ECTION TialE Me ------------------ 1 12 Tj3 14] PEAK BRACE WE [!) ROOF BEIM TABLE 38.1 TOR LENGTH M KNEE BRACE ON OPEN BIA PASS - SEE TABLE ".7 FOR LENGTH [t) COLLARI POST t61 BASE RAR 3 3 B � r 1!79 ve TYP. REGULAR FRAME SECTION erur•:►ie ROOF BEAM i ROSE BRACE CN OPEN OULM45 - AttACN WM I (2) (2J) FASTEAERS E.S. �- [6) a L.G. CON (,rOR SLEEVE - F1ELD BOLT IW [23) FASTL•NERS E.S. - SEF TABLE 38.3 FOR NO OF FASIEN:RS RL OP. n]cOLUw POST A W -FRAME 12 31 (2)ROOF BEAM '.' (5) KNEE eRACL: ON OPEN ' BUILCIN55 - ATTACH WITH (2) (23) FASTENERS E.S. - (6) B' lr, CON4LTOR SLEEVE - FIELD W)LT W/ [7.i) FA5TEI.IRS E.S. 'SEE TABLE 3 B.9 FOR NO. OF FASTFNFR5 REOD. [i) COLUMN POST B. REGULAR rRAN.F EAVE DETAI 1 Sem E: NTS YANIFACTUNW BY: **4*4T -N- Metal Buildings, Inc. 1050 Worth Sl. Mt. Airy, NC 27030 1-800-597-3597 FNOINEEIRD BY: A&A ENGINb LMG OVIL • SITIUCI7/M1. 5911 A,-- 9b.le>r B • 71.!..01142= M 119,MIND • r— #1012924CM mrueer. 20'-0" WIDE BUILDINGS urAna11 STATE OF FLORIDA Frm.lecT No: 039-]4-0822 _ SHUT7TRe: FRAME 5ECTION5 & DETAIL5 SHEET No: 3-A / 11 WAWN BY: IZM _aTE: 3/10/15 aacxFOBr:OAA oATE.3/10/15 ANY L{D1iJ111011 OF T11D ORAWM d W10f OR MIR 0 e10r7LT r0pst=N. mmw rA*z 50 w L L U[ WNGS VA !ROTO TCMlWMDTr MuW. . aRAWwrz vAuo rr ro 1 �L1R rRo1A oAa or sear. BFaL ,`,,7T91111111111,I ` 0' No. 52851 = r p STATE OF ONJO DATE a mm. 02/28/2017 wesmw-. MAR 10 2015 PA MAMUFAC1UREDBY. -N- Metal Buildings, Inc. 1050 Worth St. Mt. Airy. NC 27030 1-800-597-3597 caoureFxm°r:-- REGULAR / A -FRAME ''' 20'-0" WIPE ARA FJ%GINPF.RING CARPORT STYLE BUILDINGS"'"`�""-.Sb`°'Y.4.''""4X" CIVIL • 71 RUCrURAL 'RL 119'DTIlq • h� 11P19/UD.L1 �n.aw�'s•.us. DRAWING INFORMATION DESIGN NOTES DE51GN CRITERIA DRAWING INDEX mmett: 2d-0" WIDE BUILDINGS Lowen: STATE OF FLORIDA L ALL C045TRUCTION SHALL BE PROVIDCV IN ACCORDANCE PREVNI ING CODE: FBC 2010 013C 2009) COVER 511C•ET -- 1 vRaueT ra: 039-14-0&2.2 WITI I IDC 2009. 051t& Al5C 360. ASCE 740. AWSD 1.1 USE GROUT: U (CA PORTS. BARNS) SOEDULES 6 MEMBER • CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. t DEAD LOAD (0) D - 4 PSF SECTIONS -••- 2 2 BASE CONNECTIONS SHALL BE PROVIDED AS 5110wN ON 2. ROOF LNEISNOW LOAD (Lr) FRAME SECTIONS 6 DETAILS ••••- 6-A. 3-1) COVER SHEET Lr = 20 -70 PSF FOUNDATION DETAILS SHCET. (AS PER SNOW LOAD) SPACING SCHEDULES - SNOW LOAD (5) 3. 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NOMI: GROUND SNOW LOAD Pg = 20.90 PSF Q ENCLOSURE NOTES -- 4 !/QET MAY 5E SUBSTITUTED WITII MATERIAL EQUAL OR IMPORTANCE FACTOR Is e 0.8 PURL N- Q GIRT SCHEDULES -- 5 DRAWM13Y. IZM _ _ DATE: 3/10/15 _ EXCEEDING ORIGINAL. 4. WIND LOAD (N) SHEAIIQNG OPTIONS -- 6 eHtcRmTrv:OM DATE 3/10/15 BASIC WIND SPEf.O VWt .103.180 MP 1 INFORMATION 4. ALL SHOP CONNECTIONS SHALL BE wEL0E0 ExPOGUKE L SIDE wall FRAMINGLEGAL CONNECiI(XvS. 51 SEISMIC LOAD A OPENINGS ...... 7 mt t5 s a y�0m. � 00W. 50 VAL DESIGN CATEGORY 0 0R 5. ALL FIELO CONNECTIONS SHALL BE TEKS 112 (1/4•X11. IMPORTANCE FACTO; le - 1.00 E140 WALL FRAMIAG t1r nmjst ILD 1➢/D11LTHe r1AL OrRW Or 112 tAW. PEAWW* VA11U LV TU I vmrrDm DAITor ekw. . 6. 5TEEL 511EATrING SMALL BE 29GA. CORRUGATED GALV. LOAD COMBINAT101.5: 6 OPENINGS --• 8•A 8-0 ME L ►LII 1 U r rrr�i OR PAINTED STEEL - MAIN RIB HT. W4• (FY-BOKSD OR VOL L 0 t (Lr OR S) D CORNER 9RAC,'ING DETAILS -• 9 ,,LLLL ABV P • Y t. 2. 1(O.6w OC .0.7E) 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CTUNNLLS 3. D r 0.75 (O.CN OR s0.7_) t 0.75 (Lr OR 5) OPTIONAL LEAN-TO ADDII;ON •-•- 10 Q- •. • ' • • • • �i� P G E N OSI SHALL BE GRADE 50 STEEL. 4. 0.6D r (0.6w OR AO.7F.) FOJIIDATION OPTIONS -- 11-A TO 11.0 y� . •. �� 8. STRUCIURAL TUBE F52 W.X?. V2'- 14GA 15 ERUIVALENT No. 32881 10 752114•X2 V4' - 12GA AND L•ITHER ONE AMY BC USED IN 3 * * = LIEU OF t11EOTHER. % STATE OF ,••((/�'� ��� LCs • O R L O,.• 0���� CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION CERTIFICATION VAUDITY owraR: _ --- eROlaosnow _ - - WD1H: _ FRAME7YPE 0 RCGULXFRAAR ME NOTICE I irs;ONAL`����A, 411 AM - DATEoPISSLIE: 10/31/20'14 ROM LVE LOAD: _ LENGTH: _ _ _ - ENCLOSURE G FULL 0 PARTIAL v ceR1nFIGT*N ON TIESE auwlHw 19 TEa DAmpm : 02/211/2017 DAam SW HSPEED: DATE Ea111m- MAR 10 201 S Tri "00"T.17 OVEN YALE FOR ONE YEAR FROM DATE of LsSue I SEE TABLE 8 -AI FOR MAX. EPD WNL r OST SPACW. A]; NUN G.' 0,,-' CORNER �d� OFFSET MAR TP BETWEEN OPEHIMS MW IT lyj CORNER I OFI SET I 8B a� SEE TABLE 8 -Ai I -OR MAIL FeD WALL POST SPACING END WALL OVER HEAD DOOR OPEMNG5 SCALF:1.73 SEE TABLE. B -A1 FOR MAX END WALL POST SPACING L- OPENW. SUED TO FIT WINDOW SERVICE DW45) TO BE LOCATED PCA CUSTOMER REQUREMWS le, 10 SEF. TABLE 8 -AI FOR MAIL _ END WNL POST 5PACMG n END WALL SERVICE DOOR AND WINDOW OPENING5 SCALE: Ars END WALL FRAMING NOTES: 1. DESIGNS AND DETAIL 5 5110WN HERE ARE APPLICADLE TO BOTH REGULAR AND A•FRAME STYLE BUILDINGS. 2. MIM 12' CLEARANCE MUST BE MAINTAINED BETWCEN ANY TWO OPENINGS (OVERHEAD DOOR OR SERVICE DOOR) AND FRQN COKNERS. 3. SERVICE DOORS AND WINDOWS CAN BE PLACED AS NEEDED. h. DIAGONAL BRACES PEED TO BE ADDED FOR PAkTIAL END WALL EN(AOSURES. SEE 51Q:ET 9 FOR DIAGONAL BRACE CONNECTION DLTAILS. END WALL GABLES SCAIB: \7 r. PARTIAL END WALL FRAMING 9C.V r. Nre TABLE 8-A.1: END WALL POST SPACING c3CHEDIILF MANUFACTURED BY: I -N4 Metal Buildings, Inc. 1050 Worth St. Mi. Airy, NC 27030 1-800-597-3597 FNBW—fte) BY: AAA RNCINEF.RINC CMI. • STRUL'IV RAI. 571. or"— Fb-Sr B • T.61 .0" am 7 4 J199A19p• Ya.J14PA0115 DRAWING INFORMATION mmww: 2(7.0" WIDE BUILDINGS _ L01:ATIOTJ: STATE OF FLORIDA _ vRaecr Na: 039_1 ODO-2 sITnR Tme END WALL FRAMING SHEET ND.: aA / 11 2RAWN8Y•. IZM DAm 3/10/15 _ cNemoBY! OAA DATF:3/10/15 LEGAL INFORMATION . ANYDURICAIDN Or TM MAWN6 w W"Mt OR PAYJ 15 STWIYRMOVOL A1410M fYJf' SO WLL FIC ITM CURDLPAZRTWf1A10"tOOrTI!JAW. VRA$%JW% VAIs UP 10 1 VrAR FW)U DAZE Or 691M. WAL: -- ,IA 6 +.y%GBN6Nq�,'�i :!�_ No. 52891 TATE OF ;Iv. y�� ORI ''� s8�o iii► is � e`',�`° DATE eemw: 02/2812017 oATFBIUNF- MAR 10 2015 UP HUT, 13 16 9. 'IJ To 17 MANUFACTURED BY: I -N4 Metal Buildings, Inc. 1050 Worth St. Mi. Airy, NC 27030 1-800-597-3597 FNBW—fte) BY: AAA RNCINEF.RINC CMI. • STRUL'IV RAI. 571. or"— Fb-Sr B • T.61 .0" am 7 4 J199A19p• Ya.J14PA0115 DRAWING INFORMATION mmww: 2(7.0" WIDE BUILDINGS _ L01:ATIOTJ: STATE OF FLORIDA _ vRaecr Na: 039_1 ODO-2 sITnR Tme END WALL FRAMING SHEET ND.: aA / 11 2RAWN8Y•. IZM DAm 3/10/15 _ cNemoBY! OAA DATF:3/10/15 LEGAL INFORMATION . ANYDURICAIDN Or TM MAWN6 w W"Mt OR PAYJ 15 STWIYRMOVOL A1410M fYJf' SO WLL FIC ITM CURDLPAZRTWf1A10"tOOrTI!JAW. VRA$%JW% VAIs UP 10 1 VrAR FW)U DAZE Or 691M. WAL: -- ,IA 6 +.y%GBN6Nq�,'�i :!�_ No. 52891 TATE OF ;Iv. y�� ORI ''� s8�o iii► is � e`',�`° DATE eemw: 02/2812017 oATFBIUNF- MAR 10 2015 Page 8 Thursday, April 23, 2015 1:59 PM a ' 1 Quick Notes Page 19 �d CLEM BAY EA01 SIDE OF OVERHEAD DOOR OF&O G d AT Bi EDDG COR ERS SIDE WALL OVER HEAD DOOR OPENINGS WA1e My SERVICE DOOR(S) TO SE LOCATED PER CUSTOMER REQUREMEMS tED DW [t] WINDOW FRAMNG [161 ANGLE CLIP. SECUtF. - TOCOLUMN POST AND UDEe NW/ (4) 0231 FASTENER5 E.S. TYP. WINDOW FRAMING ? CONN. DETAIL SCALE IRS (6] 6' LG CONNECTOR SLEEVE FIELD BOLT - SEE TABLE 6 0.3 FCR W. OF FA5TEtERS REOD. [1] COLLIMV POST ADM tFJJER [141 DOU>LE HEADER V& FILLET -1 -UT.' LG O 12' CC STITCHWELDBOTH 51DE5 STAGGERED - TYP. COLUMN POST ABOVE POO HEADER CONN. DETAIL S" r.• Ms [15] ANG E CUP. SECURE TO COLUMNPOS1 AND SERVICE DDDR / WINDO'N FRAMNGS W/ (4) [2S] FASTENERS ES. [U] SERVILE DOOR / WINDON H?.AN [t] COLUMN POST [5) ANXE CUP. SEQIRE TO (12) DOOR POST 5 / MNL 2 CUT FRAMES 7 •\ W/(4) (29) FASTENERS E.S. [6] Vi LG CONNECTOR SLEEVE FIELD BOLT - SEE TABLETS B;S FOR NO _- / \ / V& MUTT-1.111'LG. 0S' OF FASTENERS READ. (0 COLUMN POST \v 021 DOOR POST [6]6-LG.CONNECTOR SLEFVE. FIELD 00 T - SFE TABLE ".3 FOR NO. n / \\ / C51 BASE RAIL DOOR POST BOT. CONN. DrTAI[r1- ! 1 !r IiLME: NIS �d CLEM BAY EA01 SIDE OF OVERHEAD DOOR OF&O G d AT Bi EDDG COR ERS SIDE WALL OVER HEAD DOOR OPENINGS WA1e My SERVICE DOOR(S) TO SE LOCATED PER CUSTOMER REQUREMEMS tED DW [t] WINDOW FRAMNG [161 ANGLE CLIP. SECUtF. - TOCOLUMN POST AND UDEe NW/ (4) 0231 FASTENER5 E.S. TYP. WINDOW FRAMING ? CONN. DETAIL SCALE IRS (6] 6' LG CONNECTOR SLEEVE FIELD BOLT - SEE TABLE 6 0.3 FCR W. OF FA5TEtERS REOD. [1] COLLIMV POST ADM tFJJER [141 DOU>LE HEADER V& FILLET -1 -UT.' LG O 12' CC STITCHWELDBOTH 51DE5 STAGGERED - TYP. COLUMN POST ABOVE POO HEADER CONN. DETAIL S" r.• Ms [15] ANG E CUP. SECURE TO COLUMNPOS1 AND SERVICE DDDR / WINDO'N FRAMNGS W/ (4) [2S] FASTENERS ES. [U] SERVILE DOOR / WINDON H?.AN [t] COLUMN POST [5) ANXE CUP. SEQIRE TO COLUMN POST AND WADER W/(4) (29) FASTENERS E.S. [141 DOUBLE HEADER V& MUTT-1.111'LG. 0S' CC Smi WELD BOTH (0 COLUMN POST SIDES STAWERED - TYP. 021 DOOR POST [6]6-LG.CONNECTOR SLEFVE. FIELD 00 T - SFE TABLE ".3 FOR NO. SIDE WALL SERV CE DOOR /WINDOW OPENINGS TYP. SERVICE DOOR / WINDOW OF FASTENERSRFOD. 4 FRAMING CONN. DETAIL W.A.E: MS SCAM 1R s I11 DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A -FRAME SME BUILDINGS. �. IvW.IWr+r, OF SIDE WALL DOOR OPENINGS DEPENDS ON POST LENGTH NEEDED TO ACCOMMODATE KNEE BRACES. O✓EWEAD DOOR OPENINGS CANNOT CUT THROUC*I MORE TRAN 2 FULL FRAMES. MNL 1 CLEAR BAY MUST Of MAINTAINED BETWEEN ANY 2 OVERI IEAD DOOR OPENINGS. A CLEAR BAY IS A SPACE BETWEEN TWO FRAMES THAI' MAS NOOVERIIEAD DOOR OPENINGS. 6. MM 1 CI f.AR BAY MUST ALSO OF MAINTAINED FROM TI (E BUILDING CORNERS. 6. SERVICE DOORS AND WINDOWS CAN BF. PLACED N CLEAR BAYS OR ANY WIIERF. ELSE AS NEEDED. COLUMN POST ABOVE _DOORs HEADER CONN. DETAIL - E:1.Ts MANUFACTURED BY: N .. Metal Buildings, Inc. 1050 Worth St. MI. Airy, NC 27030 1-800-597-3597 E....LUMEDRY: —. AaA NNGINEEKIINIC a%11L • ATRUCILRAL 3111 R-6— rh..l"I.. R . TbW%M1 0613 TA 419,MIM3. A.419•19Mlb ... w. qb- RRomcr. W-17 WIDE BUILDINGS LwA„m:.STATE OF FLORIDA ORo"T ND.: 0:39,14,06V. SXEV TALE: SIDE WALL FRAMING & OPENINGS SNEPTND- 7111 OUIWMBY: 171x1 DATE: 3110/15 cmcmav:OAA DATc 6/10/15 LEGAL INFORMATION MnOwIrAl61 Or TIC M"Jo N wlae OR rART 6 STIO W O CROMAL MMM DOW, 20 WU DE Fld secum U/AIX M NAL cnon or Rt LAW. - DRAW W4 VMD Ur TO I WMt NEM DATE Or 666Y. SIAL +•yf C E N8F 4�1(► No. 52861 p' rare of �'� � �• • STI O R to DATE F.MFIREs: 02/28/2017 I 0AT1:--: MAR 10 2015 [12] OOOR POST [T/] STRAGI IT BRACKET. [IGJ ANGLE BRACKET. SECURE TO BOOP P05T SECURE TO POOR POST AID BASE Pv-& P -& W/ (4) MD BASE RAL W/ (4) (23) rASTENEPS [93) FASTENER5 [a) BASE RAI DOOR P05T 13A5E RAIL CONN. DETAIL%1 •a Nr % ' (3) SIDE WALL BASE RM [1) COLUMN POST [6) G. LG CONNECTOR SLEEVE [161 ANGLE BRACKET. SECURE TO POOR POST AND BASE PAL W/ (4) [9.3) FASTENERS 13) EHD WALL BASt RM CORNER DETAI WALL. MD [t1) END WALL POST [16] ANGLE BRACKET. 5ECLRE TO POOR POST AND BASE RAL W/ (4) [231 FASTENERS E.S. [31 BASE RAIL n0 EW WALL POST (5) ANGLE QIP. SECURE TO - E ND WAI I. POST AND POOP. / WINPOd FP,AWWJ W/ (4) [231 FASTENERS E.S. (15) SERVICE ODOR I WINDOW FRAMNG TYP. 5ERVICE DOOR / WINDOW/---'\ FRAMING CONN. DETAIL l& NTS END WALL P05T - BA5Ei1 RAIL CONN DETAIL �� [2) P,OOF BEAM [161 ANGLE BRACKET. SECURE TO POOR POST AND BASE RAIL WI (4) [93) rASTE1*XS ES. M 51RAIQIT BRACKET. SECURE TO DOOR POST AND BASE RM [111 E W WALL POST W/ (4) [231 FASTENERS 5D5 OR [121 POOR POST END WALL P05T - ROOF BEAM CONN DETAIL 4 scar. Ms (n) I:PD WALL POST ABOVEH£APEK (s1 ANGE CLIP. SECURE To POOR POST AD ABASE P.M. WI (4) [Z>1t•ASTENERS ES (13) SINGI E HEADER END WALL POST ABOVE HEADER CONN. DETAI 5 SCALE: NTS 119 END WALL PUS (T3) ANGLE CLIP. SECIR. E TO POOR Post AND BASE RAIL W/ (4) M) FASTENEPS E.S. Y� [0) SINGLE HEAPER HEADER - END WALL POST CONN. DETAIL WAIF: MS (151 ANGLE CUP. SECURE TO HEADER AND COLUMN POST W/ (4) (29) FASTENERS E.`.A [13) SINGLE HEADER (I1) COLUMN POST ArCORKFR GADLE HEADER - CORNER POST CONN. DETAIN B SCAM kis [111 EVD WALL POST 114) DOUBLE HEADER POST ABOVE HEAVE? 115) AWLC CUP. SECURE" TO DOOR POST AND BASE RAIL W/ (4) 03 TEKS 505 E.S. VB' FILLET - 1 V21 LG. O &GC 5ITCHH WELD BOLI151PES 5rAC4EREO- IYr. END WALL P05T ABOVE DOUBLE 9 HEADER CONI' DETAIL WJAr: 14S (In EW WALL POST — j151 MLLE CLIP. SECURE f0 POOR POST AND BASE RAIL W/ (A) (24) FASTENERS E S. [141 DOABLE HEADER 1/A'NIFT- WIT IS.aPF CC STITCH WELD BOM SIDES STAGGEP10 -1YP. DOUDLE HEADER - END WAL w POST CONN. DE i AIL SCAM: 1.75 YANIYACTIRIEDIW: -N- Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 ENORIEERED BY: '' /' A&A ENGINEERING MITI. • SIRUCIVRAL 1911 b"— pb-Sik D-Thkik MI 11673 T.44198}1910- Fn•110=1ft I —Z.— DRAWING INFORMATION Eno Ecr. 20'-0" WIDE BUILDINGS _ LounoN: STATE OF FLORIDA w1o,HEDrl m: 039-14.0822 END WALL FKAM1W DETAILS wWIFTNa: 8$ / 11 DRAWN or. IZM DATE: 3/10/15 CMCCK DeY:OAA DATE: 3/10/15 LEGAL INFORMATION • ANY 0MC.4110N Or Thr: DKAYAND IN WMf OR MRrIsST cny rCRNQMH. ANIDW DOLW 50 WILL Rt M=M= UPW Thr MU WW Or TIL NAW. • QVA*VM VALID Uf TO I MR MOM DOC Or WUr. SEAL: ,,lull llllff//,/ ASu moo' p'•�.ea� 'Glp%. 4p 000 ' No. 52851 •'_ t TATE OF ;•(1f�� on! �,s�oi�iA� e�;•A' /ff►uul/lll DATEEJ1 Rm 02128/2017 DATE c1cnIED MAR 10 2015 oC TYF. HORIZONTAL SHEATHNG WAI[ M9 TYF. VERTICAL SHEATHING :CAIi'•MTS 101 S EAn" -J SEE TABLE 22I'OR J FASTENER SQIEPULE TYF. HORIZONTAL 51 SCAM MIB [IM MGM CLIP. SLC LKE TO -� DOOR POST AND BASE RAIL W1(4) (?3) FASTENERS E5. LO, SHEA1HW �r SEE TABLE 22 FOR FASTRAX SCHEME (9A) END•WALL (MS � WALL VERTICAL SHEATHING - TUBE DETAIL%1 SCAT: MI5 `• GENERAL SHEATHING NOTES: L REGULAR STYLE BUTLOINGS CAN ONLY HAVE HORIZONTAL 54I ATMW ON ROOF AND WALLS. 2 MFRAAf STYLE BUILC%4GS CAN NAVE ANY COMBINATION OF NORIZONrAL OR VERTICAL SHEATHING ON ROOTS AND WALLS. 3L BOTH HORIZONTAL AND YEP.TICAI S ROOF SHEAn1NG CAN HAVE MAx 6.OVERIIANG. 4. USNG VER nCAL SHEATHNG MAY ALLOW FOR GREATER MAW 5FAC1W. SEE NOTE 2 UNDER TADLE 4. (8) FLKUNS ROOF VERTICAL SHEATHING DETAIL�1 SCAM WS ATTACK G1KTS TO POSTS W/(2)123)FASTENERS (TO) SlEATH06 —\ SEF. TAKE 22 FOR FASTENER SCHEDULE 181 ARTS WALL VERTICAL SHEATHING - HAT CHANNEL DETAILr1 SCALE M15 •' 1W NUFACMAED DY: -N- Metal Buildings, Inc. 1050 Worth St ML Airy, NC 27030 1-800-597-3597 ESD BY: /T/' A&A FNGINFZMC QYD.- SPMUCTUAAL AN 11— - Tem.Mii D. W14ka1143as 71! IH�p91�- N-IIDlACOtlI msnpmu— .ADle . 2L7 -a WIDE OULDINGS _ 1naAmm: STATE OF FLORIDA PADJECTND-: 03414-0)822 �— SKM THEE: SHEATHING 01'710NS & DETAILS SmTm* 6/11 MAWMEY: 1LM DATe 3/10/15 CNECAEDW:OM OA 3/10/15 ANYDVICAMM D►iMD MWWY. M 1111a1C OR rAW 15S1OMY MXMNX 1. AUWW DOW 50 W W NVOCAm UW=1191181 dlWf Cr 11R LAW. OR0617 VAW VF'M I WL:AR rIMU DAR Q C5M SEOUL, ,,1111111111111,' %P ' • C, SSW 0 •' No. 528S1 •, STATE OF , •(y�� '0 AC. %% DAm eordm: 02/28/2017 _ a►TEemem: MAR 10 2015 TYP. HORIZONTAL SHEAT}ANG SCAM NB 1109 SHEAIIW -J SEE TABLE 22 FOR -W' `(9)GIRTS TYP. VERTICAL SHEATHNG :CAM NTS SEE TABLE 22 FOR FASTENCR SQtDUE JX4 SHEATHING ATTACH nRLINS TO - ROOF BEAMS W! 12) ' FASTlNER SQ�ULE r^1 FASTENERS 189 M., — -3 TYP. HORIZONTAL SFIEATMIG DETAIL/-' ROOF VERTICAL SHEATHNG OETAlli1 SCAM Are SCAM Nf0 GENERAL SHEATHNG NOTES: L REG" STYLL BUILDINGS CAN ONLY HAVE I IORIZONTAL 51I ATHING ON ROOF MTD WALLS. 2 A•FRAME STYLE &ALBINGS CAN HAVE ANY COMBINATION OF HORIZONTAL OR VERTttAL SHEATHING ON ROOrS AND WALLS. a BOTH HORIZONTAL AND YERTCAI s ROOF SFEArHING CAN HAVE MAX 6' OVERIIANG. 4. USING VER TICAL SHEATHING AMY ALLOW FOR GREATER FRAME SPAQNG. SEE NOTE 2 UNDER TABLE 4. 1167 ANGLE CLIP. 5EQ1RE TO DOOR Posr AND BASE RAIL W1(4)M] FASTENERS ES. L10] sNEATHwG -/� SEE TABLE 22 FOR FASTFNEK SC}EDUE 19A] ENINWALL GIRrS WALL VERTICAL 5HEATHNG - TUBE DETAI -- DGdE.: WFS ATTACH GIRTS TO POSTS W1 (2) 123] FASTENERS 110] SWATHING -\ SEE TABLE 22 FOR FASTENER SCHEPUE 191 ARTS WALL VERTICAL SHEATHING - HAT CHANNEL DETAI 8 ,"E. Ars 4'4� -N- Metal Buildings, Inc. 1050 Worth SL ML Airy, NC 27030 1-800.597-3597 ENDINEENNED Dr: di T.!Ap A&A FNGINIZRING OVD. • URUCTURAL jot 9--/O:r Yi D. Tidk OII ILD T1.1191MM•Nn4104m u w��ua DRAWING INFORMATION 9RDJE0r 20'-0' WIDE DULDINGS LorAym: STATE OF FLORIDA — - Hwctimm .: 039.14-0822 +-- MET WIU.. 5HEATHING OMON5 & DETAILS ODAWN 0-t- ILM ome 3/10/15 cNEcwD 11Y: OAA DATE:3110/15 LEGAL INFORMATION ANYMIM M Cr 11115 DINYMIG 9i%"M OR PAU B 5110MY fLWZK M ANIOW DOW. 50 wu ![AM03IVA U1000tllLARPWMDAM Or UW. - OW1W9q VAUU U►7D I tfawR flnll DAR Of MSIR'. EFAL• I,IIIIIIIIII�N��,, P, ABU , r -*. No.528SI •'_ •, STATE OF (y�� mmatwum& 02/20/2017 _ b ltsIm1ED: MAR 10 201S P pr Z O TABLE 5.1: PUtUN SPACMG SCHEDULE NOTES: L PUtLIN SPACING UNITS ARE IN INC+RS. 2. FRAME SPACING NEEDS TO BE DETERMINED FROM TABLE 4. TABLE 52: GIRT SPACING SCHEDULE I`F"P,MF I 11VIND 51'LEP (MI -H) SPACING �05 115 1'0 WO 1�rj 165 IL'n �omoo®®o �IOloomoo® Dov®om©o moo©om®® NOTES: 1. GIRT SFAC04G UNITS ARE IN INDIES. 2. TIOS SC EPULE IS TO BE USED FOR BOTH MGA ANO 18 GA PURLINS. 8. FRAME SPACING NEEDS TO BE DETERMINED FROM TABLC 4. MAINFACTURED OT: -N- Metal Buildings, Inc. 1050 Worth SL Mt. Airy, NC 27030 1-a00-597-3597 ENGD/ECREDOV: 111' AAA ENGQ1 MING CIVIL-SMUMPAIL J011 Awe fl.a 9i R • Ti4-o1l am TA41M1I0•Pn410499 w ---4b- DRAWING INFORMATION ,noxa, W -a WIDE BUILDINGS LoDATIOM: STATE OF FLORIDA P oxmTMO: 039-1A-0822 amen TITLE: PURLIN & GIRT SPACING SCHEDULES smerNa 5/11 DRAVM BV: IN DATE: 3/10/15_ aEa® eT: OAA we 3/10/15 - AMI Mn CATH Or "0 DRAMOM' IN VAIM OR MR D STwmwfOA00 Awf mbx SU 1ML Ot Im1CQlfm UwmTm NAL ww0r 11Q L4V. • CRAM111G9 VAM UrTO 1 rM f VZU DAR Cr 88IR. ML: LoL1„L IA BV No. 52851 do STATE OP *. ,AV O to DATE EAPNEE: 02/2812017 DATEOptl®: MAR 10 201S -- r Fm TAIL_ /-: FRAME 5PACING 5CHEVULE NOTES: L FRAME SPACIvGS ARE IN UNIrS OF FEET (1T} 2 WHERE 1 WO VALINES AKE SHOWN, THE MGICR VALUE. CAN ONLY BE USED FOR VERTICAL SHIF.ATHIW. 3 SNDW LOADS AND ROOF LIVI: LOADS ARE IN POUNDS PER SQUARE FOOT (PSF). WIND SPEED IS 3 SEC. GUST IN MILES PER HOUR (MPH} 4. FOR VALUES THAT LIE MTWEEN TWO CELLS. THE 19GHER (MORE STRINGENT) VALUE /IAS TO BE U5ED. INTERPOLATION BETWEEN CELLS 15 NOT ALLOWED. GENE2AL ENCL05URE NOTES: 1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON 1 HF RIC71-11'. 2. Ti E MAY. BUILDING LENGTH FOR ENCLOSED BUILDINGS 15 50.0-. INS CAN BE INCREASED BY ADDMG A DOUBLE FRAME AT THE CENTER r0 BREAK THE LENGTH OF THE BUILDING. I a FOR ENCLOSED BUILDINGS. OW- END WAI L CAN BE OPEN IF THE O11ER END WALL 15 # '� I j t ENCLO5CD. TI E OPEN FND WALL MUST HAVE EITHER GABLE FRAMING; (SEE SIEET BA) OR A � � s �1 DOUBLE END FRAME ' s� + 4. OPEN BUILDINGS CAN I NVE PARTIALLY ENCLOSED SIDE WALLS. FOR SIDE WALLS UP TO V i (1 I ENCLOSED THERE IS NO CHANGE IN THE DESIGN. FOR GREATER I NAN 3• SIDE WALL + II ElCLOSURES. TINE SPACING FROM ABOVE TABLES NEEDS TO BE REDUCED BY 0'. 15. OPEN BUILDING WITH PARTIALLY ENG OSrD END WALLS NEED TO HAVE SIDE WALL BRACING TO SUPPORT THE PARTIALLY ENC/ CSED SIDE WALL SEP S.ILEET 9 FOR TYPICAL BRACING TYP. ENCLOSED BUILDING TYP. OPEN BUILDING DETAILS. W --Ar: hT5 SCA/!: NN5 MANUFAOTURm eV: 4� -N- Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 ENOINEEM BV: A&A ENCR PIING CML • STRUCTURAL. 5111 R .A— Phan si, O. TLk1., 011 Men Tri)1:Tn1T•1. F- 4102aM DRAWING INFORMATION PROJECT: 2(7-0' WIDE BUILDINGS ocnnow STATE OF FLORIDA Pw AcT No, 039-14-0822 SKEET TALE: SPACING SCHEDULES & ENCLOSURE NOTE5 SHEET Na: 4/11 WAVO BY: IZM DATE: 3/10/15 aimmer:OAA aaE:3/10/15 • AMY W mcAmom Or TNe DRMSNG IN mom at PMT 15 SIWFLY MMM. AN"X COW 501AALL R PROSECURO UNMTME /TILL alert or TM Lm. - OK W h65 VAM UP 11) 1 TM =14 DATE Or 1"X. `,TT 11111 IIIIII No. 52851 •''_ pTATE OF •'(D�� ��i� ' • 4 O R 10 .6� s . DATE— MAR 10 2015 :Tim GM10 SNIa! / ROOF LIVE LOA! (PSF) IDS 15 ► WI D 130 ► SPEED (MPFn 140 155 165 180 105 115 WIW4V 5PEED (MPH) 00 140 t55 165 180 30/90 • 40125 50/35 60/40 70150 801 CO 90/70 5 5 1 5 455 1 3S 3 3 5 455 45 355 3135 9 3 4515 455 4535 4� 35 3 3 4 4 4 35/4 3135 9 3 4 4 4 4 34 3 3 35 35 35 35 3135 3 3 35 35 55 35 35 5 3 3 3 9 3 3 3 3 3 3 3 3 3 3 1.5 25 25 25 25 25 2.5 20 25 25 2.5 25 25 95 25 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 30120 40125 50136 60140 70/50 60160 90170 5 5 5 4.515 4 35/4 3514 5 45lS 4/5 3515 314 3!4 3135 4515 455 4515 4.55 4 35/4 3514 45 45 4/45 35145 314 314 3/35 4 4 4 4 4 3,a4 35 35 35 3S 35 3135 3135 9/35 35 3r1 35 %r) 35 3u 35 3 3 9 3 3 3 3 3 3 3 3 3 3 25 25 25 25 25 25 tri 25 25 25 25 25 25 25 25 25 25 25 25 25 25 2 2 2 2 2 2 2 2 2 2 2 2 2 2 30120 ?0125 50135 00140 70/50 80/60 90170 5 5 5 4.515 4141, 35/45 35145 5 45/5 4/5 3515 3145 314 3/35 4.515 4.515 45/5 4515 4145 35/4.5 35145 455 455 4/5 355 3145 3W4 3/3.5 4 4 4 4 4 35/4 3514 4 4 364 314 3/4 3/35 35 3D 35 35 35 35 35 35 35 35 35 3/35 3105 3/35 3 3 3 3 3 3 3 3 3 3 3 3 3 3 25 25 25 25 25 25 25 25 25 25 25 25 25 25 2 2 2 2 2 2 2 2 2 2 2 2 2 2 NOTES: L FRAME SPACIvGS ARE IN UNIrS OF FEET (1T} 2 WHERE 1 WO VALINES AKE SHOWN, THE MGICR VALUE. CAN ONLY BE USED FOR VERTICAL SHIF.ATHIW. 3 SNDW LOADS AND ROOF LIVI: LOADS ARE IN POUNDS PER SQUARE FOOT (PSF). WIND SPEED IS 3 SEC. GUST IN MILES PER HOUR (MPH} 4. FOR VALUES THAT LIE MTWEEN TWO CELLS. THE 19GHER (MORE STRINGENT) VALUE /IAS TO BE U5ED. INTERPOLATION BETWEEN CELLS 15 NOT ALLOWED. GENE2AL ENCL05URE NOTES: 1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON 1 HF RIC71-11'. 2. Ti E MAY. BUILDING LENGTH FOR ENCLOSED BUILDINGS 15 50.0-. INS CAN BE INCREASED BY ADDMG A DOUBLE FRAME AT THE CENTER r0 BREAK THE LENGTH OF THE BUILDING. I a FOR ENCLOSED BUILDINGS. OW- END WAI L CAN BE OPEN IF THE O11ER END WALL 15 # '� I j t ENCLO5CD. TI E OPEN FND WALL MUST HAVE EITHER GABLE FRAMING; (SEE SIEET BA) OR A � � s �1 DOUBLE END FRAME ' s� + 4. OPEN BUILDINGS CAN I NVE PARTIALLY ENCLOSED SIDE WALLS. FOR SIDE WALLS UP TO V i (1 I ENCLOSED THERE IS NO CHANGE IN THE DESIGN. FOR GREATER I NAN 3• SIDE WALL + II ElCLOSURES. TINE SPACING FROM ABOVE TABLES NEEDS TO BE REDUCED BY 0'. 15. OPEN BUILDING WITH PARTIALLY ENG OSrD END WALLS NEED TO HAVE SIDE WALL BRACING TO SUPPORT THE PARTIALLY ENC/ CSED SIDE WALL SEP S.ILEET 9 FOR TYPICAL BRACING TYP. ENCLOSED BUILDING TYP. OPEN BUILDING DETAILS. W --Ar: hT5 SCA/!: NN5 MANUFAOTURm eV: 4� -N- Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 ENOINEEM BV: A&A ENCR PIING CML • STRUCTURAL. 5111 R .A— Phan si, O. TLk1., 011 Men Tri)1:Tn1T•1. F- 4102aM DRAWING INFORMATION PROJECT: 2(7-0' WIDE BUILDINGS ocnnow STATE OF FLORIDA Pw AcT No, 039-14-0822 SKEET TALE: SPACING SCHEDULES & ENCLOSURE NOTE5 SHEET Na: 4/11 WAVO BY: IZM DATE: 3/10/15 aimmer:OAA aaE:3/10/15 • AMY W mcAmom Or TNe DRMSNG IN mom at PMT 15 SIWFLY MMM. AN"X COW 501AALL R PROSECURO UNMTME /TILL alert or TM Lm. - OK W h65 VAM UP 11) 1 TM =14 DATE Or 1"X. `,TT 11111 IIIIII No. 52851 •''_ pTATE OF •'(D�� ��i� ' • 4 O R 10 .6� s . DATE— MAR 10 2015 :Tim Page 9 Thursday, April 23, 2015 1:59 PM Quick Notes Page 21 TL��7 [2] ROOF BEAN [4e] TUBE PEA7=., - AllACH VAII I Vi 6' LONG L'.0. A. PEAK BRACE TWE - [2] ROOF BEAM [4] PEAK BRACE7Armcitwt/ (2) (23) PASTE. RS E.4CH END} NA wii MIN r EDGE D15TArCt AND SPACING B. PEAK BRACE CI IANNEL PEAK BRACE CONNECTION DETAIL 9 hCA1L•Kl6 TABLE ".i: PEAK BRACE SCHEDULE 30/20TO40/25 6 9D/36TO90/70 1D TABLE 3 82: KIfE BRACE SCHEDULE' UP TO & 24' 9 TO 12' W REQUIRED ON OPEN BUILDINGS NANW AC/UREDIIY: i -N [210oF BEAM - Metal Buildings, Inc. 1050 Worth St. Mi. Airy, NC 27030 1-800-597-3597 �A 2A ENOWEERL'DeY: [4e] rEAK BRACE J•U TUBE ' 9. PEAK BRACE LENGTH =12.0 2 ROOF BEAv A&A FNC.INEF.RINC. 121 0VO.•aTTIUCTURAT. rda4On am ��� 1.1 J19fYfl�T • i1e. JMl7J/TA1J Imra.¢�vu�. MAK 6'4 yB DRAWING INFORMATION [4A] PCAK BRACE ppwmt: 2L7(7 WIDE BUILDINGS O AMEL A PEAK BRA^ LENGTI I = 6-0' LOCATION. STATE OF FLORIDA FROJm No- 039-14-0822 PEAK BRACE DETAIL 4 WHET TITLE: OCAIL• �S9 FRAME DETAILS (6]6 - LG. C tfIECTORSLEEVE FrLD BOLT W/ [23] FASTENERS SEP TABLE "B 3 FOR NO. Cr It] COLWN POs f FASTENERS R°OD (3) BASE RAIL • BA5E OETAI 3 :ICAIt: N:. TABLE- 3-B.3 FASTENER SCHEDULE 1LLi TO YJ5 4 150 TO 156 6 NOTE: COLUMN POST MAY BE AO.RISTED 0 FOR LEVELING. MANUFACTURER IS NOT RESPONSIBLE FOP. LEVELING OF GROUND 160 TO 160 B AND/OR CONCRETE SLIVACE PROVIDED BY OrwRs. SHMNO.: 3'B / 11 ORAINNDY: GN DATE:3/10/15 cmmxEoeY:OAA we LEGAL INFORMATION -ANY 01MICATON Of I46 DRAWING IN %KU OR PART 6SIX= rOtWMK AWIM DCV(r. O WTLL IIC rR0lDQT1rD uDR TIT Illi ORLNf 0' M LAW. CKAA*dW VAID UP 10 1 vm fROM DAT[ CrDOUG WAL, �0tTTTtTA 8 �� P• ....V- No. 52651 TATE OF (yam �.11`S•.0RI.O DATEEyms: 02/28/2017 DATe6TO— MAR 10 2016 0, Page 5 Thursday, April 23, 2015 1:59 PM Quick Notes Page 13 O P4' MAX 2 CUT FRAMES (12) DOOK POST (6, G' I.G. CONDOR 1 SLEEVE RUP BOLT - ` / SEE TABLE :S 11.3 FOR ND. OF FASTENERS REOD. n 151 BASE RAR / i DOOR POST BOT. CONN. DETAI 1 !GALE Nf9 CLEAR BAY EACH SIDE OF OVEKHEV DOOR OPENING, d AT BUILDING CO"Its SIDE WALL OVER HEAD DOOR OPENINGS SCALE 11f9 SERVICE DOOR(5) TO BE LOCATED PER CUSTOMER REQUXEMENTS ZED Dw (5) WINDOW FRAMM [16) ANGLE CLIP. SECURE TO COLUMN POST AND HEADER W/ (4) C231FASTENERS ES TYP. WINDOW FRAMING(2 CONN. DETAIL WAN& W9 ;PTENERS O'LG.CONNECTOR EVE FIELD BOLT - 5EE LE 3 B.3 rGR W. OF REOD (r) cala.LNl Posr ABOVE FENDER (14) DO -OLE HEADER T - I-V?* LG m 121 GC STITCH WELD BOTH SIDES STAGGERED. TYP. COLUMN POST ABOVE 1)00 3 HEADER CONN. DETAIL -"f: NfS [15) ANGI E CUP. SECURE TO COLUMN F051 AND SERVILE DOOR, WINDOW FRAMING Wf (4) (T -S) FASTENERS E.S. 10) SERVILE DOOR / WINOON ITtAM INC (p COLUMN POST f Fi) AH[al E CLIP. SEWRE TO COLUMN POST AND HEADER W1(4) (23) FASTENERS ES. (141 DOUBLE HEADER u9 FILLET - I -V7' LG. 0 B CL STITCH WELD BOTH (11 COLUMN POST SIDES STAGYMED - TYP. (12] DOOR POST (6) w LG. CONNECTOR SLEEVE FIELD 00 r - SEF TABLE 38:1 FOR NO TY? . SERVICE DOOR / WINDOW 4 OF FASTENERSRF.00: SIDE WALL 5ERVICE DOOR / WINDOW OPENINGS FRAMING CONN DEtAiI 9CA.1:1115 SCALE: ms SIDE WALL FRAMING NOTES: 1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A -FRAME SME BUILDINGS. 2. NW. I Wr*rt OF SIDE WALL DOOK OPENINGS DEPENDS ON POST LENGTH NEEDED TO ACCOMMODATE KNEE BRACES. 3. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE TITAN 2 FULL FRAMES. 4. MINE I CLEAR BAY MUST BE MAINTAINED BETWEEN ANY 2 OVERHEAD DOOR OPENINGS. A CLEAR BAY 15 A SPACE BETWEEN TWO FRAMES THAI' HAS NO OVERI WAD DOOR OPENINGS. 5. MIN.1 CI F.AR BAY MUST ALSO BE MAINTAINED FROM TI E BUILDING CORNERS. 6. SERVICE DOORS AND WINDOWS CAN BE PLACED IN CLEAR BAYS OR ANY WHERE ELSE AS NFEDED. COLUMN POST ABOVE POOge HEADER CONN. DETAIL SDAle:1.T6 -N- Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 ENGUAMED RY: AAA ENCINEENINC Cn1L-E1xUCNBAL 5911 11-6— pb..l.i B. Td d%011 /1673 Td. N'19J9' ON.V-119d47dA11 DRAWING INFORMATION PR,-,EeT.. W -a' WIDE BUILDINGS LOCATM: STATE OF FLORIDA ImolEcrno.: 039-140822 SHEET Tnt,E: SIDE WALL FRAMMG _ & OPENINGS WIEET NOt 7 / 1.1 Downer: IZM DAT- 3/10/15 cmec mm: OAA oATTx 3/10/15 LEGAL INFORMATION • AW DUrWAIMN O7 711M MSO10 IN WI!OIe OR PART O 91fO W tCRMMK ANN.Vd DOM SO IML DE po emm UNDOL TK Ml O!o91T Of RR NAW. -pNN%W VAW UY TO 1V ML RM DAR 076640 SEAL• `1111/111111//A,, ���` P• A Bsj G E qj 8 ;019,��i No. 92851 TATE OF ,'(y 0NA L 0 IF1".`� DATEF04M: 02/28/2017 oATEsmeo: MAR 10 2015 1 12 _ --�[41- PENC BR4a SEE M ROOF BEAM TABLE ".1 FOR LENGTH [5)KW1 BRACE ON OPEN BLALDINGS - SEE TABLE "2 FOR LENGTH ('J] BASC RALL [AuxUMn POST - tri' --910.• TYP_. A-FRAMF 5ECTION C"L MS 4 3B to-------------- 3•A 3 ^1 12 13 [�11�1:(_4] PEAK BRACE SEF. ROOF BEAM TABLE 38.1 FOR LENGTH [5] KNEE BRACE ON OPLN BIA OWLS -SEE TABLE "2 FOR LENGTH [I) C(M.L#M POST - (3) BASE RAIL 10'9 V2' TYK REGULAR FRAME SECTION WAIF:I.Y9 MANYFACVARD BY: N%4- Metal Buildings, Inc. 1050 Worth St. [2] ROOF BEAM Mt. AI NC 27030 1-800-597-3597 i [5]RNCEURALEd1OPEN FMDIMlF1RoeY: � (l.) (231 FASTFI<ER5 E.S. do (6) 6- L.G. CONNIXTOR SLEEVE TIA - FIELD BOLT W/ [?,3) FASTEnERS aA kNC:INFJ RINC E.S. • SEF TABLE _58.3A �.3 FOR NO. OF ��T��,. sntU . EILRI FA51ENI:RSRLOR X11A.�.— MMU* R.7:Ya..Dis4= (1] COLUW POST rw aioT9T mut cross FA(UnT•. 20••O" WIDE_ BUILDINGS A'• -FRAME 1.=naA STATE OF FLORIDA oAaem w- 039-14-0822_ _ SWETIM FRAME SECTIONS & _ DETAILS 12 sNEFrua: _3A / 11 31 mwAvmBY. IZM We 3/10/15 atmED ev: OAA DATE 3/10/15 LEGAL INFORMATION ' (2) ROOF BEAM ANr anrAi a Or THIS M4 'JG bi Ml%f CR r0= a stshrar r0WUMW Ashow CO=Y eo wu WPRDftQ M LOOFA n[ nAL LYITNr Or M UW. • DM*V= VNO LO TO 1 1W RWU DATr OF 6WX. .' [5) KAEE eRACI: ON OPEN SEAL -- RSTACH W11H [P3jFASTNERSE.S. %%.%%TTTT'A8V •� �' E N& - f6) B• LG COW.CTOR SLEEVE - ��� FIELD BOLT W/ [23] FASTEN YS �' E.S. - SEF TABLE !> OZ FOR NO. No. 52831 OF FASTFNER5 REOD. [I) COLUMN POST - ' p STAIre OP (y�� B. REGULAR 9RAN.E O ORI ♦�� osjoNAt`•��.``��, EAVE DETAI 1 ►nus►TN WA1E WS mummm. 02/2812017 DATE 00— MAR 10 2015 Page 14 Thursday, April 23, 2015 2:00 PM Quick Notes Page 31 TABLE 2.1: MEMBER PROPERTIES I COLUMN POST 217 X 25'X MGA TUBE t 2 ROOF BEAM 25r X 25• X 14GA TUBE I 3 BASE RAIL 25' X 25' X MGA 1U W 1 4 RAKNEUR/10E 22' X 2.S' "GA 0 W*IEL 4 9 KE BRACES 25' X Ur 14GA OtANWL 4 6 CONMMOR SLEEVE _ 225r X 225' X 14GA TUBE 2 7 BASE MLLE 2.5'X25'X3'La1/4"ANGLE 10 8 PURUN 420'X 1"f' X 1BGA / MGA NAT CHANNEL 5 9 GIRT 4 25r X 19' X 18GA / 14GA I IAT CIIA14 L 5 9A OPT. 64D'NAU. G'RT 2.5X 19' WGA 01ANNEL I 101 51 EATHf* 29 GA CORRl1GATE-P SHEET 8 11 I EW WALL POST 25' X 2-'r X MGA T1IDE 1 121 DOOR POST 1'Y X 2b" X MGA 1 UDE 1 13 I SINGLE I EAMR 2:3' X 25' X MMA TUBE 1 161 DO AE HEADER DBL 25' X 25' X MGA TUBE 1 V3 5ERVtCL' FRAW'DOOR /WINDOWG 29 X tri X 14GA TUBE t 16 ANGLE BRALKEr 2' X PX 2• I.G. MGA ANGLE 7 17 STRAIGHT BRACKET 2 X 2X 4" LG.14GA PLATE 6 18 Pb SUPPORT 29' X 25r X 14GA TUBE 1 19 DIAGOML bKACE 2' X x X M GA TUBE 3 2A GABLE BRACL T. X T. X M GA ILIBE 3 21 OB BRACKET 25' X 2.5 X Or LC, 14GA ANGLE 9 22 TRUSS SPACER 25' X 25r X HGA TUBE 1 72' ALL rASTEI&RS TEK5 212 X 3/4' SELF -DRILL 5M V5 W/ NEOPRENE/STEEL WASWR TABLE 2.2: SHEATH143 FA51'ENER SCHEDULE CORNER PANELS1 SIDE LAPS EDGE LAPS ELSEYAffRE h C/C I MRL I 4*rtr B fJC FASTENER TYPE: TEKS /12X3 SELF•ORILL SCREWS W/ NEOMEfE15TEEL WASIQR O 4 TICKNESS=M. A 29 GA CORRUGATED 5HEATHINGaeB WALL. 185 nICKWSS=AGA 2.5" X 2.5" 14GA T UBE/'1 SCAI L• ATO E] 'f 2.'1 1II1CKWSS= HGA 2"X2"14GATUB 3 SCMF_ In 9 TIMAWS5.MCA 2.25' X 2.25" 14GA TUBED wm r-• Mrs � 2 5•� THICKNESS =14GA 2.5' X 15.14GA QiA NNEL 4 SCAU WS 1,50'/—�� 4.25' THCKNE95 = WA / 14GA 4.25' X 15'X 18GA / 14GA O HAT QIANNEL SLNENrs TI CK14:55 =14GA 5TRAIGHT BRACKET 6 SCALL -NTS nCKNESS o MGA DB BRACKEI' 9 SCA EMS N� • • TMCVgfSS- MGA ANGLE BRACKET 7 SGVWEO bC*j 430 a. � n rrmEss , 1/4' BASE ANGL to SCALL NTS YAMIPACTUMDOY: 1 -N- Metal Buildings, Inc. 1050 Worth St. Ml. Airy, NC 27030 1-800-597-3597 eNmlfeenmsY: di T50 AM I9NGIN4FRING LrAL • SITULWRAI. 9111 Rr..6— I%m S.& 8 "Tihi• M I A= TA 41SM190.1., 41 VZPAMAI a..u.m.w DRAWING INFORMATION PROJECT. 2d-0' WIDE MWINGS LArJ1T10N: STATE OF FLORIDA Potwem ND.: 039-14-01322 SHEET 11ILE: COVER 51•IEET SHEET NO: 21111 mAvm BY: 127M OATe 3/10/15 O=AWBY: OAA We 3/10/15 LEGAL INFORMATION • NIYOUnACATON Or 1110 0"WWWNA1=OR FART 15 STWRY foRM"K AM1pL' WHO 50 ML OC N1YXlf�Ulf9 u�Oc lilt f1R1 CMINT Or n[ LAW. - IMNv1+3 VN W IPTD I Y[Nt WE OAT[ nr Mir. Se1L: ,,•TIIIIIIIRIIfJJ1 A 0 U. y o No. S2881 'TATE OF ` ��. FS • � o a t o P'p���.` �'�.S�ONAL T��•`• DATE EamEs: 02128/2017 -TE— MAR 10 201S G -1 v 3 F6) BA5E I:AIL ANUHDR ROD OPTION 1:1 IELICAL 501 1 ANCHORS wm r. ws p) COLUMN POST OR (n) END WALL POST DRILL 5J&IOLE nRoUaI BASE RAR APD SECURE AW OR EYE win112.0 III ROJ31801 r AND 7 11ASIERS E.S. c yr a SHAT x (2) li M� rig 4- L1SKS - HELICAL 11 11 I I SOIL ANCHOR 0 r I EI d � �i SOIL AND IORSEli1fL R- J 1 SIVE OF OVERHEAD 'K� n•D DOOR OPEMNG5 ANCHOR RODS AT ALL SOIL AN ICP5 AT ALL Jt POSTS wr SUPPORTED Wb EeS ON SOIL ANCHORS SOIL FOUNDATION SOIL FOUNDATION NOTES: 5"Lws 1. DESIGNS SHOWN ON THIS SHEET ARE FOR SOIL ANCIOR FOUNDATION ANY OF THE FOUNDATIONS-, SHOWN ON SHEETS 11•A THRU D CAN HE USED. 2. 5011. ANCHORS (HELICAL OR ROCKJASPHALT) SHALL BE LOCATED AT ALL 4 CORNERS. ON EACH SIDE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE INTERIOR COLUMN POSTS AND END WALLS P0575. 3. I4LUCAL ANCHORS ARC TO BE USED ONLY IF 11-11• DRIVING 1 OROUI: INTO 1 HE GROUND 15150 FT4.05 OR GREATER. MANUFACTURER 15 NOT RESPONSIBLE FOR SOIL QUALITY AT SITL- 4. HELICAL ANCIORS CAN ONLY BE USED FOR CLASS 2.54% 4 SOILS (SEE SOIL (-AA551FICA1IONS THIS PAGE). 5. ALL POSTS WITH ND ANCHORS ADJACENT SI TALL BE ANCHORED TO THE GROUND WITH A 12' x 30• I.G. ROD. RODS WILL HAVE A WELDED NUT Al THC rOP AND ONE COAT OF RUST PROOF PRIMER. 6. ASSUMED SOIL BEARING CAPACITY IS TO BE A MIN OF 9500 P5F. (3) BASE RML AND OR ROD SOIL CLASSIFICATIONS: SOIL CLASS DESCRIPTION 2 SANDY GRAVEL AND GRAVEL. VERY TION DENSE AND/OR CEMENTED SANDS. COARSE GRAVELJCOBBLES. PRELOADED SILrs. CLAYS AND CORAL. 3 SAND. SILTY SAND. CLAYEY SAND. SILTY GRAVEL. MEDIUM DENSE COARSE SANDS. SANDY GRAVEL. VERY STIFF SILT AND SANDY CLAYS. 4 L001 --C TO MEDIUM DCN5E SANDS. I -IRM TO STIFF CLAYS AND SILTS AND ALLUVIAL FILLS. *FROM HUD VAXI A4MU ACrttPEDAVW1ASr1LL1f1CN5tMOAR05' ;;r•.^II6 (7) BASE ANGLE (1) COLUMN POST OR (11)EWWALL POST - SOIL ANCHORS At ALTERNATE END WALL POSTS SOIL AN31ORS AT ALTERNATE INTERIOR COLUMN POSTS DRILL SOY HOLE n ROUGfI BASE RAIL AND ,SECURE (7) BASE ANGLC wM I 117 E P ROUGH DOLT AND r wnSHFRs E.S. EXISTING ASPI CULT HP9JA ASLIPALI J 10'-9 ROCK AWLI OR OPTION 2: ROCK / ASPI IALT AWFIOR 1 bQ4I L. MS MANUFACTU11m BY: -N- Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1.800-537-3597 eNGwIxNeD er: ' AM ENGLNEERING CML• STAUCIv11AI. 3111 ft -d r pbr.tit n - Ti,40914m Tammm. DRAWING INFORMATION TIT ma: 20'-0" WIDE BUILDINGS LocA-now STATE OF FLORIDA pmcImer Na: 069 -14 0822 elan TITLE: FOUNDATION OPTION 4: SOIL ANCHORS SHEET No.: 11-1) / 11 OPAWNSY: IZ_M DATE: 6/10115 me m er:OAA oATF-5/10/15 LEGAL INFORMATION • ANY prFUCATION Or 11115 DKA"4 IN molt CR rARr a STlaur 10010VOL AwKm D004 50 war Be rwwwlry mix "t nAL urea or Inc IAw. UrA "WA VAUD UP TO 1 MR MOM awn Or S%x. SIAL: ,,,IIIIIIIIr I/jr, p. "eu•r''�, 'Qa.y� a e w 8 ;O�p''• :i No. 52631 STATe OF 4l A� 40T?G���`� 10NA L I�tt►,,`� mfa E70ws: 0212812017 DALE SIGNED: MAR 10 2015 1- Lh .fl 2 D- S (V ,.I Q m m (1] COLUMN P091' OR (11) C40 WALL POa' ANCC S sa . (3) BASE RAIL � CONCRETE PIER ' • .:.' • MIL (1 04 BAR - w : Y CONCRETE PIER DETAIL/7\1 9CALG iC5 O CO LUMN OR ( (3) BAST: RARf- ANCHOR ROD ANCHOR ROD INTO SOIL DETAILO WLL• MG G � Its � G G G s G � CONIRETE PIERS E11HFR SIDE OF 0VFR1fA0 DOOR OPFNNGS CONCRETE PIERS AT ALL CmUzs CONCRETE Pus it Jr AT ALTERNATE END WALL POSTS kJ/ I I 2 I WC CONCRETE PIERS AT L _ J� ALTERNATE. INTERIOR n•C COLUMN P05TS ANQ{R RODS AT ALL POSTS NOT SUPPORTED ON CONOMM PIERS CONCKETE PIER FOUNDATION SCAU WS CONCRETE PIER FOUNDATION NOTES: L DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE PIER FOUNDATION ANY OF THE FOUNDATION5 SHOWN ON SHEETS II -A THRU D CAN BE USED. 2. CONCRETE PIERS SHALL BE LOCATED AT ALL 4 CORNERS. ON EACH SIDE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE INTERIOR COLUMN POSTS AND END WALLS POSTS. 3. PIERS SHALL BE FORMED BY DIGGING A HOLE OF THE SAME SUE AS THE PIFR 04 LHYEL GRADE AND FILLING WITH C@NCRETE. THRD. ROD ANCHORS SHOULD BF. DROPPED INTO THE PIERS PRIOR TO POURING TIC CONCRL'T I: 4. ALL PO:.TS NOT SUPPORTED ON CONCRETE PIERS SHALL BE ANCFORED TO THE GROUND WITH A I/2' x 30" LG. THREADED ROD. RODS WILL HAVE A WELDED NUT AT THE TOP AND ONE COAT OF RUST PROOF PRIMER. 5. ASSUMED SOL BEARING CAPACITY 15 TO BE A MIN OF 1500 P5F. G. CONCRETE STRENGTH TO BE A MIN OF 95W PSI 0 9b DAYS. TABLE 11•C.1: CONC. PIER SCHEDULE MOT TJO O x y6• 1401 TO M •8•0 x 42• I 165165 TO leolBO 1&70 X4& TABLE 11.2: CONCREI E VIER ANCHOR SCHEDULE I105 TO MO 12.0xr i55 TO leo 518.0 x r NOTES: L L•XOA14MN ANCIIORO. WEDGE ANLT OR ADHESNE ANCHORS MAY TIE. USED * MIN EMBEDMENT DEPTh TO BE 4•. * ANLTORS TO BE SPACED NO mme THA 6' FROM POSTS. 4. ALL ANCHORS TO DE A307 EQUIVALENT OR BETTER. NAWFACTUM00Y: 0000 TN - Metal Buildings, Inc. 1050 Worth SI. ML Airy, NC 27030 1-800-597-3597 ENGINEERED BY: T'' AAA FNGINFFRING MI1.• STRUL'ITIRAL �l l 116.1- rhm is A. T.6d.1011-Mm T.L.19-MIM Ru. ilaDlmw DRAWINOINFORMATION PROR.CT: 20'-10' WIDE BUILDINGS _ Lour ow STATE OF FLORIDA _ PILOECI Na: 039.14-0822 NIEeT nim FOUNDATION OPTION 3: CONCRETE PIERS 811EF.f Nn: 1LC / 11 DRAMIIeY: IZM we: 3/10/15 emmwer.OAA Mre 3/10/15 LEGAL INFORMATION . ANF OUPUCA110N OF nR9 0K4%W N 11101E OR PAW B STWLY FORIODM. ANAM MW 90 YAL DT M405=MD MD LNU TM r1Al0=8 OF TM TAW. • DRAUY/G5 VALID UP TO 1 YM TY011 Mit or ODI1L SEAL: ♦♦♦♦,, P • ,A 9 V No. 62851 _ STATE OF •(Tj� �'�AB�ONAL T��,.♦• ate eRPNEs: 02/28/2017 -Te—.m- MAR 10 2018 f� Page 11 Thursday, April 23, 2015 2:00 PM r j Quick Notes Page 25 i I Quick Notes Page 25 PA 0 pr 0 w w N TADLE 11.8.1: ANCHOR SCHEDULE M To 140 1l2•D x r t4510 Teo 6/A•e x r Norm 1. EXPANSION ANCHORS. WEDGE ANC ORS ORADHCSNE ANCHORS MAY BE USED. 2. MIN EMBEDMENT VEPTI I TO BE 4•. 3. ANCIOR5 TO BE SPACED NO MORE n lAN E• FROM Po5T5. 4. ALL ANC ORS TO BE A-407 FOIAvALENT OR BETTEP, TABLE 11-82: CONC. 51RIP SCHEDULE 05 TO LW 12'x12• 140 TO 158 t8• X 12 2E•x1z 1% TO 180 2ix>g +e• x 1B - NOTES: 1. WIDTH AND DEPTH DIMENSIONS CAN BE 1NIL•RQHANGED. 1`0011W, OPTIONAL At OPEN ETD WALLS NOOVERIIEAD DOOR OPENNG5 R I �;R it lip ir VI CONCRETE STRIP FOUNDATION NOTES: 1. DESIGNS SHOWN ON TIOS SHEET ARE FOR CONCRETE STRIP FOUNDATION ANY 01: THE FOUNDATIONS 51 OWN ON 5HE.ET511•A THRU 0 CAN BE USED. 2. C00CRETE ANCHORS SHALL BE LOCATED W= TO EVL'RY POST AND ON EITHER SIDE OF OPENIIvG5. TWO AND IORS SItALI BE INSTALLED AT C0P,NEF OF ENCL05ED OULDINCS WmI00 WALLS • ONE ON EACH BASE RAIL 3. DEPTH CF CONCRETE StRIP FOOTING SHALL BE GREATER THAN FROST DEPTH 5PECIFIED PER I OCAL CODE. 4. ASSUML'O $OIL BEARING CAPACt Y 15 TO BE A MIN 01: 1500 PSF. S. CONNETE STRENGTH TO BE A MIN OF 2500 PSI O 20 DAYS. CONCRETE STRIP FOUNDATION 5CALE:NTS [i) COL" POST I ANCHOR • ;.iEE TABLE 11$.1 /- (5] BASE RAIL GRADE I it r O. Cb 14 (4) F4 REBAR 4 "� coir. I � SEE TABLE m72 - CONCRETE STRIP FOUNDATION DE TAI SCALE:Nr.5 NANUFACTUM BY: iN Metal Buildings, Inc. 1050 Worth Sl. Mt. Airy, NC 27030 1.800-597-3597 AS -A I+JNCINTYALN G 17VN.• 419ULTUMAL enlI A.oi— r►... Ss N. T,&*, Oil LI DRAWING INFORMATION moAci: 20•-0' WIDE OLALNW75 _ LOCA=W. STATE OF FLORIDA _ rnaccT ma: 0314-QW2 imm nnne: FOUNDATION OPTION 2: CONCRETE STRIP _ SWE►Na: 11-15 / n ORAwNOT: air_• 3/10/15_ MIECKEDer. DATA 3/10/15 LEGAL INFORMATION AW anvunow or m3 OWw ma to wNOle 0R PART O SIVICKV KWOr". AMME Daws 50 "L eCr *fQJRUINDCNncnILWW01-nl[NAW. •DUNNO VAO Ur TO I VW R10M CAR OFSM SIAL --- ,,,L�IUIII�hC,, .�` p• ABV,y�.�, ` , G E N o. Ne. 62031 rAT8 OF .:44 � 0 R 1 s DATEemme:02128/2017 _ DA Z Q—D: MAR 10 2015 C A' Z 0 N m Do 0 w C CONCRETE 5LA13 FOUNDATION NOTES: 1. DESIGNS SHOWN ON THIS SIEET AVE FOR CONCRETE SLAB FOUNDATION. ANY OF TIE FOUNDATIONS SIDWN ON SHEETS 11-A TIIRU DCAN BL" U5EV. 2. EITHER OPTION 1 EDGE OFFSET' OR OPT [ON 2'NOI CI IED EDGE' DETAIL CAN BE USED. S. FOR OPTION 1 THE MIN. 51 AB SIZE SHM L BE EQUAL TO 111E OUTSIDE DIME.WONS OF THE MLDIN3 PLUS 5' EACH DIRECTION. a FOR OPTION 2 THE MIN SLAB SIM SHALL BE EQUAL TO THE SIDE DIMENSIONS OF THE DUILMIG DIMENSIONS. 4. CONCRCI E ANC DR$ SI IALL BE LOCATED NETT 10 EVLRY P0,51 AND ONEIRIER SIDE OF OPENINGS. TWO A.VOR5 SHALL BE INSTALLED AT CORNER OF ENCLOSED BUILDINGS WITH END WALLS - ONE ON EACH BASE RAIL. 5. CONCRETE ANCHORS CAN BE ANY ONE OF THE OPTIONS ME4TIONED IN TABLE II -AL 6. DEPTH OF SLAB TURN DOWN FOOTING SHALL BE GREATER THAN FROST DEPTH SPECIFIED PER LOCAL CODE. 7 CONTROL JOINTS SHALL BE PLACED 50 A5 TO LIMIT MAX. SLAB SPANS TO?A' IN EACII DIRECTION b. ASSUMED 501 DEMING CAPACITY 15 TO BE A MIR OF IDOO P5F. 9. COWRL•T . $1 KU4GIM 1'0 BE A MIN OF ?.500 1`510 2b DAYS. Ott •o - CONTROL JMNI5 5YACED AT' MAX 20-tr OC 101 • ,,. - - •. e • ;Ar� iii SLAB AN> OR 5DtPULE ''Z plaimmunmNlam 106 10 140 V2 H x r / � III III I .I - u III pl ( ESj BASC• RAI. 1. EXPANSION ANCHORS. WEDGE ANCHORS OR ADI ESIVE O R 10,' ANCHORS MAY BE USED. CONCRETE 5LAB FOUNDATION 41A l SCALE.• NTS 6• 1ti V tHUII.gNG P05T TABLE 11-A1: COPCREfE • ,,. - - •. e • ;Ar� iii SLAB AN> OR 5DtPULE ''Z plaimmunmNlam 106 10 140 V2 H x r No. 54881 MAX G w To 180 5vo x r ANCHOR . SEF Uj coLUMN Po. -.r NOTFS: TABLE THAI ESj BASC• RAI. 1. EXPANSION ANCHORS. WEDGE ANCHORS OR ADI ESIVE O R 10,' ANCHORS MAY BE USED. ' 2. MIN EMBEDMENT DEPTH t0 BE 4. oATe exP11�s 02/28/2017 DATe svowc MAR 10 2015 S. ANCHORS TO BE SPACED NO MORE THAN 6' FROM M POTS. 4. ALL ANCHORS r0 BE A307 EQUIVALENT OR BETTER. SECTION A -A PAN'' 4' EDGE DIST. L a. MIR 4• EDt,T: DIST. L L [r, C01 um Posy r ANCHOR - SEE TABLE 11 -Al I-I/2x I•vr —MPLAt.1teC—r—E5jBASEGgI 8A" —N01QI— CONCRErE SLAB GRAX waxb 10 WELDED WIRE OR HOER ME511 A (S) aro REBAR CONT. T z ALT. NOTCHED EDGE DETAIL �J OPTION 1: EDGE OFFSET DETAI 1 SEMI- 1115 BEYOND —� 2•WIDE xrPar I I NOrQ1ALONG 1 t. 0/M- EAD DOOR AND SLOPE TO 7. OVERHEAD DOOR NOTCH DETAI 2 SCALE: NTS S' AN>M.SEE(IjCOLIIMNPOST TABLE II -AI V E81 BASF. RAIL u 5ELr1pv 6D MIN 4' EDGE DIST. ANCHOR . SEE TABLE I.A.1 MM. 4' 111E D CO.`GRETE SLAB r WbXG 10 WL'LDED NiRE MESH (.9) aro REBAR COh'r. \ ' (1jCOLLIMNPOSr \Y' (3) BA5E RAIL GRADE I AS PER LOCAL Com mm. Ir OPTION 2: EDGE FLUSH CAI.DETAILO 5E: NTS MANIPACTUREDDM. -N- Metal Buildings, Inc. 1050 Worth St. ML Airy, NC 27030 1-600,597-3597 EMDWEERED BY: di T.!Jp A&A FNGL�IVEERING CML• STRUCILRAI. at l M—,v.• R•c. U. it. T&&. 011 am TA �1?T7ylilt • Yn..YAf91011SW ••raa0•.•A.•m PROJECT: 2O'-0' WIDE BUILDING5 L ....N: STATE OF FLORIDA PROJECT NO.: 039-14-0822 SKM TITLE FOUNDATION OPTION 1: CONCRETE SLAD SHEET No. 11-A / 11 DRAIANEA': IZM Dwre 3/10/15 cNEcKeDDY:OAA DA1e:3/10/15 LEGAL INFORMATION . ANI DURICA31:10 Or TWI DRA"4 N NTXV OR IRT is 9TIWRY YOIIDvm. ANION[ mw 50 VALL BE FWWOM!D IN= TIC ML OMr OT THE LAW. . MOINING5 VAUD Ur ID 1 YM MWM DAIC Or ONAL sm: ABU TYII,, - • ,,. - - •. e • ;Ar� iii ''Z No. 54881 TATE Of •AVS .-,+—� O R 10,' oATe exP11�s 02/28/2017 DATe svowc MAR 10 2015 (2) PDX- BEAM MAIN BWlDA1G [6) 6- LG. CONNECTOR SLEEVE - F1E1D BOLT W1 {23) FASTENMS E S. - SEE TABLE 32 FOR NO. OF FASTENERS REM OPTIONAL LEAN-TO ADDITION 5CALL M5 (A] 0I.G.CO1*1ECTOR SLEEVE - FIELD IXAT TO COnI TUCE5 W/ (9.3] FASTENERS - SEE TADLE 32 FOR N0.OF FAS FM RE00. 4TEW. 2) ROOF BEAM LA1FTO ADDITION `(1)COLUMN P05T - FOR SAVE H7"5 GREATER THAN 1>-0' INSERT TS 225 x 225 X NGA TUBE INTO COLUMN POST LEAN-TO ATTACHMENT DETAIL /-.-'\ SfJm Nr5 LEAN-TO ADDITION NOTES: L LEAN-TO ADDITIONS CAN BC ADDED ON EMIER OK BOTH SIDE5 01: THE BUILDING. 2 ROOT° SLOPE AND PURLIK GIRT AND FRAME SPACINGS OF IHE ADMI104 HAVE TO N.ArCH THAT OF TME MAIN STRUCTURE. 3. IF THE LEAN-TO ADDITION 15'OPEN -(BOTH END WALLS OR SIDE WALL 15 NOT ENCLOSED), THE OC• 51GH OF 1HE MAIN BUILDING HAS TO USE 1 HE FRAME SPACING OF AN OPEN BUILD:VG FROM TABLE h. MANUFACIUNED Br: N *' -T Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 EMaNEB=Br: --- AAA MG6YEWNG CIVU-• MUC11MAL 1011 b.A— PL—.3A, P • 71ied, OH 44M Td. 11099910[1 • r.. 11049249M MD(.pglfis, Fawsm 20'-0" WIDE BUILD)NG5 Loa nou: STATE OF FLORIDA PRwECT NO.: 039-M-0&22 SHEET 7rrLE: OPTIONAL LEAN-TO ADDITION SHEEt"O.: 10 / 11 _ rmwmm IZM DAM 3/10/15 CIMCNED BY: OAA DA -M- 3/10/15 . Aw CMV. ib11 or we CRAWINC N W102 CK mr B 9TWMY rafts w. AN1bd COW w wu 1N: rmq*= m v1 nm" NAL WW Or M. IAw. OR"fam VAW Uf 10 1 1TM FWM OA1t OT BOIL. SEAL 0,11101111111" FQ,.•.y�GEIf" a�..��I'. No. 89881 STATE OP •(y�� oAnE1 pam: 02/28/2017 _ DATES"®: MAR 10 2015 [2)ROOKBEAM [2T] DB BRACKET SECURE TO POST AND DIAGONAL BRACTS W/ (/) (23) FASTENERS AS 51 aVN [1)aXLN lPOST (0) MACOM AT CORN7t BRACES DIAGONAL BRACE TOP CORNER CONN. DETAIL' I SCALE M9 (1) COLUMN POST OR [II] END WALL POST (19) D C"AL BRACES [21] DB BRACKET. 5CLURE TO POST AND DIAG011AL BRACE5 W/ (/) [23) FA5TFILM AS SHOWN DIAGONAL BRACE - POST CONN. PETAILYI�1 9CAlF: MS � [211] DB BRACKET. 5ECME 10 P051 AND DIAGONAL BRACES W/ (7)[29) FASTENERS AS 51 MN COLUMN POST CORNER [19] DIAGONAL BRACES [3] ED WALL BASE RAIL (5) SNE WALL BASE RAIL DIAGONAL BRACE BOT. CORNER CONN. aDETAIL' 9:e: h1 e ' INSIDE VIEW SHOWN FOR CLARITY r 1q �n t _ � y� •�l JlC DIAGONAL BRACING AT CORNERS 9"f:M5 CORNER BRACING NOTES: L DIAGONAL BRACIr , AT MADING CORNERS 15 REQUIRED FOR FULLY ENCLOSED BUILDINGS IN LOCATIONS WHERE WIND SPEED 1S 140 MPH OR GREAI ER. 2 IF COR4LR BRACING 15 REQUIRED BUT THE BUILDING IS MISSING AN END WALL THEN THE BUILDING MUSTBE DESIGNEV AS AN OPEN BUILDING (USE SPACING FOR OPEN BUIL DING IN TABLE 4.1)L 3. DIAGONAL BRACING 15 ALSO REQUIRED ON THE CORNERS ON THE SIDE WALLS WHEN THE AVJACENT ED WALL 15 PARTIALLY ENCLOSED. su�rarFAc,utrEDeY: Metal Buildings, Inc. 1050 Worth SL Mt. Airy, NC 27030 1-800-597-3597 m,,c,: W -a WIDE BUILDINGS 0� wcATm: 5TATE OF FLOP,IDA Pmeco Ma: 039 Yl •08'l2 SHM n,Le: CORNER BRACING DETAILS sMQ, NO.: _ 9111---. ORAWN BY: IN DAM 3/1_0/15 cHrm Toy: OM OAli:3/10115 LEGAL INFORMATION . ANY DVU611e14 (y 145 ORAWW-11 NRlac dl Mf f5511UMYR7f7%=NARrOIXD&W3OvRL Of 1405C)CUM I"m tie FLU DRblr 0 M[ IAW. . DRAWPAM VAIN Ur r0 I WPAMrDA OAR Or t LZ ML 011111fali"iIt ,,. PP.y;G 6g8F;OSl��' No. 82981 •. STATE OF 1 OA1 DATE EMMEa 02/28/2017 OA,e somm.. MAR 10 2015 EYOOMMO 9Y: AAA ENGINEERING MIL-VIVI TUBAL mt x-q.r, iii 11.,Sial6.(0143M ,a uaernts�o. Y,. Mom m,,c,: W -a WIDE BUILDINGS 0� wcATm: 5TATE OF FLOP,IDA Pmeco Ma: 039 Yl •08'l2 SHM n,Le: CORNER BRACING DETAILS sMQ, NO.: _ 9111---. ORAWN BY: IN DAM 3/1_0/15 cHrm Toy: OM OAli:3/10115 LEGAL INFORMATION . ANY DVU611e14 (y 145 ORAWW-11 NRlac dl Mf f5511UMYR7f7%=NARrOIXD&W3OvRL Of 1405C)CUM I"m tie FLU DRblr 0 M[ IAW. . DRAWPAM VAIN Ur r0 I WPAMrDA OAR Or t LZ ML 011111fali"iIt ,,. PP.y;G 6g8F;OSl��' No. 82981 •. STATE OF 1 OA1 DATE EMMEa 02/28/2017 OA,e somm.. MAR 10 2015 MANUFACTURED BY: 1 i -N -T Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 REGULAR / A -FRAME RECRIVEM ENGINEERED BY: III 20'-0" WIDE JUL 017 2016 T.50 A&A ENG1W.E. NG CARPORT STYLE BUILDINGS BY CIVIL• srnUCTVRAL _ s911 RTL419.292.193-Fa,. Tokdo.oII 13873 TL ♦1477!•1983 . Fac 119.477-0910 xnxyegiuccnsw DRAWING INFORMATION DESIGN NOTES DESIGN CRITERIA DRAWING INDEX PROJECT: 29-0- WIDE BUILDINGS LOCATION: STATE OF FLORIDA 1. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE PREVAILING CODE: FBC 2010 (113C 2009) COVER SHEET --- 1 PROJECT NO.: 039-14-0822 WITH IBC 2009, OSHA, A1SC 360• ASCE 7-10, AWSD 1.1 USE GROUP: U (CARPORTS, BARNS) SCHEDULES & MEMBER - SHEET TITLE: CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. 1. DEAD LOAD (D) D = 4 PSF SECTIONS -- 2 2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON 2. ROOF LIVE/SNOW LOAD (Lr) FRAME SECTIONS & DETAILS ----- 3-A, 3-13 COVER SHEET Lr=20-70 PSF FOUNDATION DETAILS SHEET. (AS PER SNOW LOAD) SPACING SCHEDULES 3. ALL MATERIALS IDENTIDENTIFIED3. SNOW LOAD (5) ED BY MANUFACTURER NAME GROUND SNOW LOAD Pg = 20 - 90 PSF -- &ENCLOSURE NOTES 4 SHEET NO.: 1 111 MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR IMPORTANCE FACTOR Is = 0.8 PURLIN & GIRT SCHEDULES - -- 5 DRAWN BY: IZM DATE: 3/10/15 CHECKED BY: OAA DATE: 3/10/15 EXCEEDING ORIGINAL. 4. WIND LOAD (W) SHEATHING OPTIONS --- 6 BASIC WIND SPEED Vult =105 - 180 MPH LEGAL INFORMATION 4. ALL SHOP CONNECTIONS SHALL BE WELDED EXPOSURE C 51DE WALL FRAMING CONNECTIONS. 5. SEISMIC LOAD (E) &OPENINGS ----_ 7 PAUIs5MCrLYfOPJND�DAwIONE OING50OW DESIGN CATEGORY D eE MOSECURD UNDM THE rULL EMWT OF 1HE LAW. 5. ALL FIELD CONNECTIONS SHALL BE TEKS #12 (1/4"X1'). IMPORTANCE FACTOR le =1.00 END WALL FRAMING - DRAWINGS VAUD Ur TO I YGULrROM DATE or OSUC. 6. STEEL SHEATHING SHALL BE 29GA. CORRUGATED GALV. LOAD COMBINATIONS: & OPENINGS -- - 8-A. 8-B SEAL: OR PAINTED STEEL - MAIN RIB HT. 3/4" (FY=80KSI) OR EQ. 1. D + (Lr OR 5) CORNER BRACING DETAILS - 9 ,, �0,A e'j I", y'q 2. D + (0.6W OR :0.7E) 7. ALL STRUCTURAL LIGIIT GAUGE TUBING AND CHANNELS 3. D + 0.75 (0.6W OR :0.7E) + 0.75 (Lr OR 5) OPTIONAL LEAN-TO ADDITION --- - 10 �� Q�,' •'• v% G E N S S SHALL BE GRADE 50 STEEL. 4. 0.6D i (0.6W OR 30.7E) FOUNDATION OPTIONS -- 11-A TO 11-D ; ••, •'• �j ••'t 8. STRUCTURAL TUBE T52 1/272 1/2" - 14GA. 15 EQUIVALENT No. 52851 C TO T521/4"X21/4"- 12GA AND EITHER ONE MAY BE USED IN - * • k • * - LIEU OF THE OTHER. � •, STATE OF � �� t�` •• O R *••••(� CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION CERTIFICATION VALIDI NOTICE-FRAME ,Ss•�0•....••��,,��� D A OWNER: GROUNDSNOW WIDTH: FRAMETYPE: p REGULAR DATE OF ISSUE: 10/31/2 14 ADDRESS: ROOF LVE LOAD: LENGTH: ENCLOSURE (3 FULL C) PARTIAL CERTIFICATION ON THESE DRAWINGS IS DATE EXPIRES: 02/2812017 BASIC WINO SPEED: SIGNED: MAR 10 2015 TYPE' HEIGHT: � OPEN VAUD VAUD FOR ONE YEAR FROM DATE OF ISSUE TABLE 2.1: MEMBER PROPERTIES 1 COLUMN POST 2.5" X 25'X 14GA TUBE 1 2 ROOF BEAM 25" X 2.6'X 14GA TUBE 1 3 BASE RAIL 2.5X 25'X 14GA TUBE 1 4 PEAK BRACE 2.5X 25" 14GA CHANNEL 4 5 KNEE BRACES 25" X 15' 14GA CHANNEL 4 6 CONNECTOR SLEEVE 225'X 225" X 14GA TUBE 2 7 BASE ANGLE 25' X 2.6'X 3' LG.1/4" ANGLE 10 8 PURLIN 425" X 15" X 18GA / 14GA HAT CHANNEL 5 9 GIRT 425"X 1.5" X 18GA / 14GA HAT CHANNEL 5 9A OPT. END WALL GIRT 25" X 1.514GA CHANNEL I 10 SHEATH NG 29 GA CORRUGATED SHEET 8 11 END WALL POST 25" X 25" X 14GA TUBE 1 12 DOOR POST 25'X 25" X 14GA TUBE 1 13 SINGLE HEADER 25' X 25" X 14GA TUBE 1 14 DOUBLE HEADER DBL 25" X 255 X 14GA TUBE 1 15 SERVICE DOOR / WINDOW FRAMING 2.5 X 25" X 14GA TUBE 1 16 ANGLE BRACKET 2"X 2" X 2' LG. 14GA ANGLE 7 17 STRAIGHT BRACKET 2' X 2" X 4" LG.14GA PLATE 6 18 PB SUPPORT 2.5"X 25'X 14GA TUBE 1 19 DIAGONAL BRACE 2"X 2" X 14 GA TUBE 3 20 GABLE BRACE 2' X 2" X 14 GA TUBE 3 21 DB BRACKET 2.5" X 25" X 6" LG. 14GA ANGLE 9 221 TRUSS SPACER 25'X 2.5 X 14GA TUBE 1 23 ALL FASTENERS TEK5 812 X 3/4" SELF -DRILL SCREWS W/ NEOPRENE/STEEL WASHER TABLE 22: SHEATHING FASTENER SCHEDULE • CORNER PM'ELS SIDE LAPS I EDGE LAPS I ELSEWHERE 6"CIC 1 MIK 1 1 4" CIC 1 5' CIC FASTENER TYPE: TEKS 812X1" SELF -DRILL SCREWS W/ NEOPRENE/STEEL WASHER of 9 36" THICKNESS = 29GA 29 GA CORRUGATED SHEATHING : SCALE: W5 MANUFACTURED BY: N � 4 _ THICKNESS =14GA TH:CKN'E55 =14GA 2.5' X 2.5" 14GA TUBE 1 2.25" X 2.25" 14GA TUB 2 Metal Buildings, Inc. SCALE: NTS SCAIE:WS 1050 Worth St. Mt. Airy, NC 27030 �04 U1-800-597-3597 N _,t __,� ENGINEERED BY: TI-!CKNESS=14GA THICKNESS =14GA di 2" X 2" 14GA TUB 3 2.9'X 1.5" 14GA CHANNEL 4 A&A EIvGDV)✓1:RING SCAIE 1.T5 SCALE: MS M11I.• STRUL TURAI. 5911 P -mi acre Ph-. S""0 • Toledo. 011 4W23 /y Td. •119.4921969 • F v. •119.7f 4M DRAWING 1 WING INFORMATION / PROJECT: 2a-0" WIDE BUILDINGS J ` LOCATION: STATE OF FLORIDA t}-1 29- "I PROJECT No.: 039-14-0822 THICKNESS = 18GA / 14GA SHEET TITLE: 4.25'X 1.5"X 18GA / 14GA O COVER SHEET HAT CHANNEL SCALE: HTS SHEET NO.: 2 / 11 ao DRAWN BY: IZM DATE: 3/10/15 _ N a CHECKED BY: 0AA DATE .3/10/15 o o d o LEGAL INFORMATION ANY DUPLICATION Of THIS DRAWING 1N WHO1P OR n PART 15 STRICTLY fOR&DDPN. ANvOW DOING So WILL 'I `2 BE FRGSWvleD UWM THE FULL "W OF THE LAW. TMCKNE55 =14GA THICKN'E55 =14GA DRAWINGS VAUD OF TO I WAX PRAtd DATE Of &SUE. STRAIGHT BRACKET 6 ANGLE BRACKET 7 SEAL: SCALE: NTS SCALE:I.TS `,`II1111111/IIII .•�GENs•���i `0: N No. 52851 �lo TATE OF •�A6 s�. �" �f '�`rLr �� ti`s • � O e 1 MCKNESS =14GA IHICKNE55 =1/4" 1111111111 DB BRACKET 9 BASE ANGL 10 SCALE: NTS DATEEXPIRES: 02/28/2017 SCALE: WS DATESIGNED: MAR 10 2015 I �l (2J ROOF BEAM (3) BASE RAIL b F (4] PEAK BRACE - SEE TABLE 3-13.1 FOR LENGTH (5) KNEE BRACE ON OPEN BUILDINGS - SEE TABLE 38.2 FOR LENGTH (1] COLUMN POST 19-91/2" TYP. A -FRAME SECTION SCALE: WS ---------------- 12 3 -- (4) PEAK BRACE SEE (2) ROOF BEAM TABLE 3.8.1 FOR LENGTH (53 KNEE BRACE ON OPEN BUILDINGS - SEE TABLE 3132 FOR LENGTH (1) COLUMN POST (3] BASE RAIL 19'-9 v2' TYP. REGULAR FRAME SECTION SCALE NTS 12 mss. 3 (2) ROOF BEAM [5J KNEE BRACE ON OPEN BUILDINGS - ATTACH WITH (2) (23] FASTENERS E.S. i� (616-LG.CONNECTOR SLEEVE - FIELD BOLT W/(23] FASTENERS E.S. - SEE TABLE 3.8.3 FOR NO. OF FASTENERS REOD. (1] COLUMN POST A. W -FRAME 12 3 F— - i (2] ROOF BEAM i (53 KNEE BRACE ON OPEN BUILDINGS - ATTACH WITH (2) (233 FASTENERS E.5. (6]8"LG. CONNECTOR SLEEVE - FIELD BOLT W/ (23] FASTENERS E.S. - SEE TABLE 38.3 FOR NO. OF FASTENERS REOD. (1] COLUMN POST B. REGULAR FRAME E"E DETAI 1 SCALE: WS MANUFACTURED BY: 11N -T Metal Buildings, Inc. 1050 Worth St. Mi. Airy, NC 27030 1-800-597-3597 ENGINEERED BY: 111 A&A ENGLV EEMIS CIVIL. • STRUCPURAI. 5911 Re"6— Pb,., 9we R • T"kd". OH 43613 Td. 419.772.1983 • Fns. 419292-WSS DRAWING INFORMATION PROJECT: 20'-0" WIDE BUILDINGS LOCATION: STATE OF FLORIDA PROJECT NO.: 03`-1-1`1-0822 SHEET TITLE: FRAME 5ECTION5 & DETAILS SHEET NO.: 3-A / 11 DRAWN BY: IZM DATE: 3/10/15 CHECKED BY: OAA DATE: 3/10/15 LEGAL INFORMATION -ANY DUPUCATIOH OP THIS DP"NG IN WHOIP OR PAKT 15 STRJCILY roRBIDOW. AN10N[ DOING 50 HALL Ue MtMfC frrD UNDYR THE RILL tXTCW OF TH[ LAW. - DRAWINGS VAUD Lr TO I YlAR PROM DAT[ OP ISSUE. SEAL: G E N ,,�i 0: :•Z No. 52851 •, STATE OF O R I �,S��NA �� O DATE EXPIRES: 02/28/2017 DATE SIGNED: MAR 10 2015 [2] ROOF BEAM (4B) TUBE PEAK BRACE - ATTACH WITH 1/8' WELD X 6" LONG E.S. A. PEAK BRACE TUBE [2) ROOF BEAM ti [4) PEAK BRACE -ATTACH W1(2) [23] FASTENERS E.S. (TOTAL 4 EACH END} MAINTAIN MIN T EDGE P15TANCE AND SPACING B. PEAK BRACE CHANNEL PEAK BRACE CONNECTION DETAIL5-,-1 SCALE: NTS ` s- • r GROUI:D SLOW / ROOF LIVF LOAD (PSF) PEAK BRACF LEf�GTI I MANUFACTURED BY: T- (2] ROOF 13EMetal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 ' 1-800-597-3597 10'0" 2.A ENGINEERED BY: [413] PEAK BRACE 3•B ''' TUBE B. PEAK BRACE LENGTH =12'7' A&A ENGINEERDVG (2) ROOF BEAM CrvN. • STRUCFURAL. 5911 ltenv.ti+nn Ph e. Suint B • Tokdo. UH 4M23 TA 410 -2D2 -19M Fu. 410.2"4YSS ` nwwauupnemtwn MAX 6'-O" ?-.B DRAWING INFORMATION (4A) PEAK BRACE3 B PROJECT: 2U-0" WIDE BUILDINGS A1ANNEI A PEAK BRACE LENGTH = 6'-O" LocAnoN: STATE OF FLORIDA PROJECT NO.: 039-14-0822 PEAK BRACE DETAIL 4 SHEET TITLE: SCALE: NTS FRAME DETAILS TABLE 3-8.2: KNEE BRACE 50-IEDULE` TABLE 3-8.3 FASTENER SCHEDULE NO. OF FASI EHEK5 UP TO & 24" 105 TO 125 4 9' TO 12' 36' 130 TO 155 6 REQUIRED ON OPEN BUILDINGS 160 TO 180 8 SHEET NO.: 3-13/11 DRAWN BY: IZM DATE: 3/10/15 CHECKED BY: OAA DATE. 3/10/15 LEGAL INFORMATION - ANY DUPUCATION Of THLS DRAWING IN NM.OIE OR PART 15 57RIMY FORBIDDEN. ANYON[ DOING 50 WILL BE PR SOCUIYD UNDER THE FULL O ff:IJT OF THE LAW [6] 6" LG. CONNECTOR SLEEVE - DRAWING5 VAUD UP TO I YT'JUt FROM DATP. OF EBUE. SEAL: FIELD BOLT W1 [23] FASTENERS - SEE TABLE 3-8.3 FOR NO. OF Ln COLUMN POST �� I T L L I I Iit, � "', FASTENERS REQD. ��� A 13(j, P •, %%` 52851 [3] BASE RAILo. DETAI got TATE OF �(`BASE SCALENIS O R�O, G�% ONA NOTE: COLUMN POST MAY BE ADJUSTED *1" FOR LEVELING. MANUFACTURER 15 NOT RESPONSIBLE FOR LEVELING OF GROUND DATE EXPIRES: 02/28/2017 AND/0R CONCRETE SURFACE PROVIDED BY OTHERS. DATE SIGNED: MAR 10 2015 NOTES: 1. FRAME SPACINGS ARE IN UNITS OF FEET (FT). 2. WHERE TWO VALUES ARE SHOWN. THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL SHEATHING. 3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT (PSF). WIND SPEED 15 3 SEC. GUST IN MILES PER HOUR (MPH). 4. FOR VALUES THAT LIE BETWEEN TWO CELLS. THE HIGHER (MORE STRINGENT) VALUE HAS TO BE USED. INTERPOLATION BETWEEN CELLS 15 NOT ALLOWED. GENERAL ENCL05URE NOTE5: 1. TYPICAL ENCL05ED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT. 2. THE MAX. BUILDING LENGTH FOR ENCLOSED BUILDINGS 15 50-0". THIS CAN BE INCREASED BY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. 3. FOR ENCL05ED BUILDINGS. ONE END WALL CAN BE OPEN IF THE OTHER END WALL 15 ENCLOSED. THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING (SEE SHEET 8A) OR A DOUBLE END FRAME 4. OPEN BUILDINGS CAN HAVE PARTIALLY ENCLOSED SIDE WALLS. FOR 51DE WALLS UP TO 3' ENCLOSED THERE 15 NO CHANGE IN THE DESIGN. FOR GREATER THAN 3' 51DE WALL ENCLOSURES. THE SPACING FROM ABOVE TABLES NEEDS TO BE REDUCED BY 6". 5. OPEN BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL BRACING TO SUPPORT THE PARTIALLY ENGL05ED SIDE WALL. SEE SHEET 9 FOR TYPICAL BRACING DETAILS. TYP. ENCLOSED BUILDING SCALE: I.1*5 TYP. OPEN BUILDING SCALE: Nf 5 MANUFACTURED BY: iiN*4 -T Metal Buildings, Inc. 1050 Worth Sl. Mt. Airy, NC 27030 1-800-597-3597 ENGINEERED BY: di A&A ENGINEERING CIVIL- STRUCTURAL S91 I Ilnuiuvre Phct, Supt B . Tokdo. 011 13623 TeL 419892.19BT . Fac. 41 a2924W x agineen.eom DRAWING INFORMATION PROJECT: 2a-9' WIDE BUILDINGS LOCATION: STATE OF FLORIDA PROJECT NO.: 039-14`0822 SHEET TITLE: SPACING 5CHEPULES & ENCL05URE NOTE5 SHEET NO.: 4/11 DRAWN BY: IZM DATE: 3/10/15 CHECKED BY: OAA DATE: 3/10/15 LEGAL INFORMATION • ANY DLIPIICATION OP THIS DRAWING IN WHOLE OR PARr 15 STRICMY FORBIDDEN. ANYONE MNG 50 WILL BE PROSECURD UNDI THE FULL WENT Of THE LAW. • DRAW NGS VAUD UP TO I WAR FROM DATE OP ISSUE. SEAL: ���,Q•.•�%0EN�q•'45,�' No. 52851 �•• TATE OF O� • •� eo DATE EXPIRES: 02/28/201 DATE SIGNED: MAR 10 2015 TABLE 4: GROUND FRAME SPACING SCHEDULE r r r SNOW/ ROOF LIVE LOAD (P5F) 106 115 WIND SPEED (MPH) 130 140 155 165 180 105 1115 WIND SPEED (MPH) w 140 155 165 180 • • • ,30/20 40/25 50/35 60/40 70/50 80/60 90 / 70 5 5 5 4.5/5 35 3 3 5 4.5/5 4/5 3.5/5 1 3/35 3 3 4.5/5 4.5/5 45/5 4515 35 3 3 4 4 4 3.5/4 3/35 3 3 4 4 4 4 35 3 3 35 35 35 3.5 3/35 3 3 3.5 3.5 35 3.5 35 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2.5 25 25 25 25 2.5 2.5 25 25 25 25 25 25 2.5 2.5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 • • • 23/2-0 40/25 50/35 60/40 70/50 80/60 90/70 5 5 5 45/5 4 3.5/4 35/4 5 45/5 4/5 3.5/5 3/4 3/4 3/35 45/5 4.5/5 45/5 4.5/5 4 3.5/4 35/4 45 45 4/4.5 3.5145 3/4 3/4 3/35 4 4 4 4 4 35/4 35 3.5 35 3.5 3.5 3/35 3/3.5 3/3.5 35 35 3.5 35 35 35 35 3 3 3 3 3 3 3 3 3 1 3 3 1 3 3 1 3 25 2.5 2.5 1 25 2.5 2.5 2.5 2.5 2.5 25 25 2.5 25 25 2.5 2.5 25 2.5 25 1 2.5 2.5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 • ' 30/20 40/25 50/35 60/40 70/50 80 / 60 90/70 5 5 5 4.5/5 4/45 3.5/45 3.5/4.5 5 4.5/5 4/5 3.5/5 3/45 3/4 3/3.5 4.515 4.515 45/5 4.5/5 4/45 35/45 3.5/45 45/5 4.5/5 4/5 35/5 3/45 3/4 3/35 4 4 4 4 4 35/4 3.5/4 4 1 4 4 3.5/4 3/4 3/4 3/35 3.5 3.5 1 3.5 1 3.5 1 3.5 1 3.5 1 3.5 35 3.5 3.5 1 35 3/3.5 3/35 1 3/35 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 25 2.5 25 25 25 25 2.5 25 2.5 25 25 25 25 2.5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 NOTES: 1. FRAME SPACINGS ARE IN UNITS OF FEET (FT). 2. WHERE TWO VALUES ARE SHOWN. THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL SHEATHING. 3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT (PSF). WIND SPEED 15 3 SEC. GUST IN MILES PER HOUR (MPH). 4. FOR VALUES THAT LIE BETWEEN TWO CELLS. THE HIGHER (MORE STRINGENT) VALUE HAS TO BE USED. INTERPOLATION BETWEEN CELLS 15 NOT ALLOWED. GENERAL ENCL05URE NOTE5: 1. TYPICAL ENCL05ED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT. 2. THE MAX. BUILDING LENGTH FOR ENCLOSED BUILDINGS 15 50-0". THIS CAN BE INCREASED BY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. 3. FOR ENCL05ED BUILDINGS. ONE END WALL CAN BE OPEN IF THE OTHER END WALL 15 ENCLOSED. THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING (SEE SHEET 8A) OR A DOUBLE END FRAME 4. OPEN BUILDINGS CAN HAVE PARTIALLY ENCLOSED SIDE WALLS. FOR 51DE WALLS UP TO 3' ENCLOSED THERE 15 NO CHANGE IN THE DESIGN. FOR GREATER THAN 3' 51DE WALL ENCLOSURES. THE SPACING FROM ABOVE TABLES NEEDS TO BE REDUCED BY 6". 5. OPEN BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL BRACING TO SUPPORT THE PARTIALLY ENGL05ED SIDE WALL. SEE SHEET 9 FOR TYPICAL BRACING DETAILS. TYP. ENCLOSED BUILDING SCALE: I.1*5 TYP. OPEN BUILDING SCALE: Nf 5 MANUFACTURED BY: iiN*4 -T Metal Buildings, Inc. 1050 Worth Sl. Mt. Airy, NC 27030 1-800-597-3597 ENGINEERED BY: di A&A ENGINEERING CIVIL- STRUCTURAL S91 I Ilnuiuvre Phct, Supt B . Tokdo. 011 13623 TeL 419892.19BT . Fac. 41 a2924W x agineen.eom DRAWING INFORMATION PROJECT: 2a-9' WIDE BUILDINGS LOCATION: STATE OF FLORIDA PROJECT NO.: 039-14`0822 SHEET TITLE: SPACING 5CHEPULES & ENCL05URE NOTE5 SHEET NO.: 4/11 DRAWN BY: IZM DATE: 3/10/15 CHECKED BY: OAA DATE: 3/10/15 LEGAL INFORMATION • ANY DLIPIICATION OP THIS DRAWING IN WHOLE OR PARr 15 STRICMY FORBIDDEN. ANYONE MNG 50 WILL BE PROSECURD UNDI THE FULL WENT Of THE LAW. • DRAW NGS VAUD UP TO I WAR FROM DATE OP ISSUE. SEAL: ���,Q•.•�%0EN�q•'45,�' No. 52851 �•• TATE OF O� • •� eo DATE EXPIRES: 02/28/201 DATE SIGNED: MAR 10 2015 TABLE 5.1: PURLIN SPACING SCHEDULE NOTES: 1. PURLIN SPACING UNITS ARE IN INCHES. 2. FRAME SPAGNG NEEDS TO BE DETERMINED FROM TABLE 4. FRAME WIND SPEED (MPH) 51'ACiNG 105 115 130 140 155 165 GROUND SOF I LIVE / ROOF LOAD (PSF) 14GA. W 115 HAT CHANNEL PURLIN WIND SPEED (MPH) 130 140 W 165 180 1bGA. 105 115 HAT CHANNEL i'LJKLIN WIND SPEED (MPH) 130 140 W 165 180 30/20 40/25 50/35 60/40 70/50 80/60 90/70 54 48 42 36 30 24124 36 301241 16 18 12 1 12 48 48 42 36 30 24 24 30 301241 18 18 12 12 48 48 42 36 30 24 24 24 24 24 18 16 12 12 36 36 36 36 30 24 24 16 16 18 18 18 12 12 36 36 36 36 30 24 24 18 18 18 18 18 12 12 30 30 30 1 30 30 24 241 18 18 18 16 15 1 12 12 24 24 24 24 24 24 24 12 12 12 12 12 1 12 12 30/20 40/25 50/35 60140 70/50 80160 90/70 54 48 42 42 36 30 30 48 361,30124 18 1 16 12 48 48 42 42 36 30 30 42 36 30 24 18 1 18 12 48 48 42 42 36 30 30 30 30130124 18 18 12 42 42 42 42 36 30 30 30 50130124 16 18 12 42 42 42 42 36 30 30 24 24 124 124 18 18 12 36 36136136 36130150 18 16 18 116 16 18 t2 36 36 136 1 36 36 130 130 15 18 18 18 15 18 12 30/20 40/25 50/35 60/40 70/50 80/60 90/70 54 481421 42 36 36 30 54 48 36 30 24 24 18 48 48 42142 36 36 30 48 48 36 30 24 24 18 48 48 42 42 36 36 30 42 42 36 30 24 24 18 42 42 42 42 36 36 301 36 36 36 30 24 24 18 42 42 42 42 36 36 30 30 30 30 30 24 24 16 36 36 36 36 36 36 30 24 24 124124 24 24 18 36 36 36 36 36 36 30 24 24 24 24 24 24 18 30/20 40/25 50/35 60/40 70/50 80/60 90/70 54 48 42 42 36 36 30 54 48 42 42 36 30 30 48 48142142 36 36 30 48 48 42 42 36 1 30 130 48 48 42 42136 36 30 48 48 42 42 36 30 30 42 42 42 42 36 36 30 42 42 42 42 36 30130 42 42 42 42 36 36 30 42 1 42 1 42 1 42 36 30130. 36 36 36 36 36 36 30 36 36136136 36 30 I 30 36 36 36 36 36 36 30 36 36 36 36 36 30 130 30/20 40/25 50/35 60/40 70/50 80/60 90/70 54 48 42 42 36 36 30 54 48142 42 36 361.30 48 48 42 42136 36 30 48 48142 42 36 36 1 30 48 48 42 42 36 36 30 48 48142 42 36 36130 42 42 42 42 36 36 30 42 42 42 42 36 36 30 42 42 42 42 36 36 30 42 42 42 42 36 36 30 36 36 36 36 36 36 30 36 36 36 36 36 36 30 36 36 36 36 36,36,30 36 36 36 36 36 36 30 NOTES: 1. PURLIN SPACING UNITS ARE IN INCHES. 2. FRAME SPAGNG NEEDS TO BE DETERMINED FROM TABLE 4. FRAME WIND SPEED (MPH) 51'ACiNG 105 115 130 140 155 165 180 �OmO�mm� �OD�mO�m �0000moo NOTES: 1. GIRT SPACING UNITS ARE IN INCHES. 2. THIS SCHEDULE 15 TO BE USED FOR BOTH 14GA AND 18 GA PURLINS. 3. FRAME SPACING NEEDS TO BE DETERMINED FROM TABLE 4. MANUFACTURED BY: N4 Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 ENGINEERED BY: di A&A ENODMEMG QVIL • STTLUCTURAL 5911 Rengu. Phm, Sure D • Tbk&, OI 143Oa TA 4195MI969 • Fa.. 415792419SS .m Mtq&WMAVW DRAWING INFORMATION PROJECT: 2C -a' WIDE BUILDINGS LOCATION: STATE OF FLORIDA PROJECT NO.: 039-14-0822 SHM TITLE: PURLIN & GIRT SPACING SCHEDULES SHEET NO.: 5/11 DRAWN BY: 1ZM DATE. 3/10/15 CHECKED BY: OAA DATE: 3/10/15 LEGAL INFORMATION - ANY DUPLICATXJN OP 1HI5 DRAWING IN W1fOLE OR PART 15 5MMY FORDIDD19/. AMOK[ GOING 50 WILL f)E PRO5ECUI® UNDOt THE FULL DIENT Of THE LAW. - DRAWINGS VALID UP TO I YEAR FROM DAT2 Of 155UE. SEAL: A8 Vlo �����i . ♦ i No. 52851 'Z STATE OF Q/ •IV . O IOP,•����, DATE EXPIRES: 0212812017 DATE SIGNED: MAR 10 2015 TYP. HORIZONTAL SHEATHING SCALE WS SEE TABLE 22 FOR FASTENER SCHEDULE TYP. HORIZONTAL SHEATHING� SCALE NTS [16] ANGLE CUP. SECURE T DOOR POST AND BASE RA W1(4) [23] FASTENERS E.: [10] SHEATHING — SEE TABLE 22 FOR FASTENER SCHEDULE [9A] END -WALL GIRTS TYP. VERTICAL SHEATHING SGLLE: NrS WALL VERTICAL SHEATHING - TUBE PETAII%1 SCALE: WS ` SEE TABLE 22 FOR -J FASTENER SCHEDULE [10] SHEATHING GENERAL SHEATHING NOTES: 1. REGULAR STYLE BUILDINGS CAN ONLY HAVE HORIZONTAL SHEATHING ON ROOF AND WALLS. 2. A -FRAME STYLE BUILDINGS CAN HAVE ANY COMBINATION OF HORIZONTAL OR VERTICAL SHEATHING ON ROOFS AND WALLS. 3. BOTH HORIZONTAL AND VERTICALS ROOF SHEATHING CAN HAVE MAX. 6"OVERHANG. 4. USING VERTICAL SHEATHING MAY ALLOW FOR GREATER FRAME SPACING. SEE NOTE 2 UNDER TABLE 4. [8] PURIM ROOF VERTICAL SHEATHING DETAIL%1 SCALE WS ATTACH GIRTS TO POSTS W1(2) [23] FASTENERS (10] SHEATHING \ SEE TABLE 22 FOR FASTENER SCHEDULE [9] GIRTS WALL VERTICAL SHEATHING - HAT CHANNEL PETAIV:"\ SCALE W S `' MANUFACTURED BY: N T - Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 ENGINEERED BY: A&A ENGIM-.ER NG OVIL • 917RUM)RAL S91 I Ilea_ Pha. Suit D • T-kd-. OH +9W TA J19.51WI 49 • FhL 419.9924W uxw36aQioemn DRAWING INFORMATION PROJECT. 20'-0" WIPE BUILDINGS__ LocATION: STATE OF FLORIDA PROJECT No.: 039-14-0822 _ SHEET TInE: SHEATHING OPTIONS & DETAILS SHEET NO.: 6/11 DRAWN BY: IZM DATe 3/10/15 CHECKED BY: OAA DATE: 3/10/15 LEGAL INFORMATION - ANY DUPUCAUM Of TI95 DRAWING IN VAIM OR PART 5 ST WMY FORMI)IN. ANYONE MW 50 WILL BE FM512CURD UNDIX M FULL VMW OF THC LAW. - ORAW9 65 VALID LP TO I YEAR fPW DATE Of 15611E SEAL: `,`I►IIIIIIJfJf I �� P , ABU. �``` G E N 3 • g1iL,�% moo: :Z= ` No. 52851 * •, `STATE OF .4- 4 OR S' ��JJS 0MA1.1����� DATE E%PIREs: 02/28/2017 DATE awo: MAR 10 2015 MAX 2 CUT FRAMES [12] DOOR P05T / [6] 6• LG. CONNECTOR i SLEEVE FIELD BOLT - SEE TABLE 3-8.3 FOR NO. OF FASTENERS READ. v n •• [5] BASE RAIL i DOOR P05T [3OT. CONN. DETAIL/'1 / SCALE: NTS CLEAR BAY EACH SIDE OF OVERHEAD DOOR OPENING 6 AT BUILDING CORNERS SIDE WALL OVER HEAD DOOR OPEMNGS SCALE: NTS [15] WINDOW FRAMING [16] ANGLE CLIP. SECURE TO COLUMN POST AND HEADER W/ (4) [23] FA5TENERS E.5. TYP. WINDOW FRAMING 2 CONN. DETAIL SCALE: NTS [6]6'LG.CONNECTOR SLEEVE. FIELD BOLT -SEE TABLE 3-8.3 FOR ND. OF FASTENERS REQD. [1] COLUMN POST ABOVE HEADER [14] DOUBLE HEADER XV81FILLET-1-1/?." LG. O 12" GC STITCH WELD BOTH 51PE5 STAGGERED - TYP. COLUMN POST ABOVE POOR 5 HEADER CONN. DETAIL SCALE: NTS SIDE WALL SERVICE DOOR / WINDOW OPENINGS TYP. SERVICE DOOR /WINDOW 4 FRAMING CONN. DETAIL SCALE: NTS SCALE HTS SIDE WALL FRAMING NOTES: 1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A -FRAME STYLE BUILDINGS. 2. MAX. HEIGHT OF SIDE WALL DOOR OPENINGS DEPENDS ON POST LENGTII NEEDED TO ACCOMMODATE KNEE BRACES. 3. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE THAN 2 FULL FRAMES. 4. MIR I CLEAR BAY MUST BE MAINTAINED BETWEEN ANY 2.OVERHEAD DOOR OPENINGS. A CLEAR BAY 15 A SPACE BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR OPENINGS. 5. MIN.1 CLEAR BAY MUST ALSO BE MAINTAINED FROM THE BUILDING CORNERS. 6. SERVICE DOORS AND WINDOWS CAN BE PLACED IN CLEAR BAYS OR ANYWHERE ELSE AS NEEDED. OF FASTENERS REQD. COLUMN POST ABOVE POOR /--'\ HEADER CONN. DETAIL SCALE: WS MANUFACTURED BY: Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-500-597-3597 ENGINEERED BY: 1'/ A&A ENGR EERING CML. - STRIICTURAL 5911 11flue. Sete N • Tokdn.011 LIM TO. .1 19-M-1993 • Vu. 419.292-095S DRAWING INFORMATION PROJECT: 20'-0" WIDE BUILDINGS LOCATION: STATE OF FLORIDA PROJECT NO.: 039-14-0822 SHEET TITLE: SIDE WALL FRAMING & OPENINGS SHEET NO.: 7 / 11 DRAWN BY: IZM DATE 3/10/15 CHECKED BY: OAA DATE: 3/10/15 LEGAL INFORMATION - ANY DUMCATION OF THIS DRAVANG IN WHOM OR PART 15 5TRICTLY FORBIDDEN. AN10NE DOING 50 VALL bt PROSECUTED UNDER THE FULL DRENT OP T)rt IoW. - DRAWING5 VAUD IR• TO I MR TROM DATE OF ISSUE. SEAL: j1f1111//22j •``,`P• ABV•Y,�,, 0%*: No. 52851 �•, TATE OF /V�� A. P •' r4 ` S ... C7 %% DATE EXPIRES: 02/28/2017 DATE SIGNED: MAR 10 2015 (5] ANGLE CLIP. SECURE TO 4 COLUMNPOSTDEDER ANDDER 7 ( )t2 ] RS E.S. [14] DOUBLE HEADER [15] ANGLE CUP. SECURE TO COLUMN POST AND SERVICE DOOR /WINDOW FRAMING W/ (4) [23] SERVICE DOOR(S) FASTENERS E.S. 1/8" FILLET -1-1/2" LG. 0 8" TO BE LOCATED C.0 STITCH WELD BOTH [1] COLUMN P05T PER CUSTOMER 51DE5 STAGGERED - TYP. REQUIREMENT5 (0) SERVICE. DOOR / WINDOW FRAMING 12 DOOR POST [ J [6] 6" LG. CONNECTOR OPENING SIZED [1] COLUMN POST SLEEVE FIELD BOLT - TO FIT WINDOW SEE TABLE 3-8.3 FOR 1.'0. SIDE WALL SERVICE DOOR / WINDOW OPENINGS TYP. SERVICE DOOR /WINDOW 4 FRAMING CONN. DETAIL SCALE: NTS SCALE HTS SIDE WALL FRAMING NOTES: 1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A -FRAME STYLE BUILDINGS. 2. MAX. HEIGHT OF SIDE WALL DOOR OPENINGS DEPENDS ON POST LENGTII NEEDED TO ACCOMMODATE KNEE BRACES. 3. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE THAN 2 FULL FRAMES. 4. MIR I CLEAR BAY MUST BE MAINTAINED BETWEEN ANY 2.OVERHEAD DOOR OPENINGS. A CLEAR BAY 15 A SPACE BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR OPENINGS. 5. MIN.1 CLEAR BAY MUST ALSO BE MAINTAINED FROM THE BUILDING CORNERS. 6. SERVICE DOORS AND WINDOWS CAN BE PLACED IN CLEAR BAYS OR ANYWHERE ELSE AS NEEDED. OF FASTENERS REQD. COLUMN POST ABOVE POOR /--'\ HEADER CONN. DETAIL SCALE: WS MANUFACTURED BY: Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-500-597-3597 ENGINEERED BY: 1'/ A&A ENGR EERING CML. - STRIICTURAL 5911 11flue. Sete N • Tokdn.011 LIM TO. .1 19-M-1993 • Vu. 419.292-095S DRAWING INFORMATION PROJECT: 20'-0" WIDE BUILDINGS LOCATION: STATE OF FLORIDA PROJECT NO.: 039-14-0822 SHEET TITLE: SIDE WALL FRAMING & OPENINGS SHEET NO.: 7 / 11 DRAWN BY: IZM DATE 3/10/15 CHECKED BY: OAA DATE: 3/10/15 LEGAL INFORMATION - ANY DUMCATION OF THIS DRAVANG IN WHOM OR PART 15 5TRICTLY FORBIDDEN. AN10NE DOING 50 VALL bt PROSECUTED UNDER THE FULL DRENT OP T)rt IoW. - DRAWING5 VAUD IR• TO I MR TROM DATE OF ISSUE. SEAL: j1f1111//22j •``,`P• ABV•Y,�,, 0%*: No. 52851 �•, TATE OF /V�� A. P •' r4 ` S ... C7 %% DATE EXPIRES: 02/28/2017 DATE SIGNED: MAR 10 2015 SEE TABLE 8 -Al FOR MAK END WALL P05T SPACING MIN 12" I / CORNER Q d OFFSET I �O,Q 1 MIN. 12" CORNER OFFSET f 5 OSA vQ MIN. 12" BETWEEN OPENINGS i SEE TABLE 8 -Al FOR MAX. END WALL POST SPACING , END WALL OVER HEAD DOOR OPENINGS SCALE: M 5 SEE TABLE 8 -AI FOR MAK END WALL POST SPACING r y � 9B OPENk*SUZED TO FIT WINDOW SERVICE DOOR(S) TO BE LOCATED PER CUSTOMER REQUIREMENTS SEE TABLE 8 -AI FOR MAX. END WALL POST SPACING END WALL SERVICE DOOR AND WINDOW OPENINGS SCALE: Kf S END WALL FRAMING NOTES: 1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A -FRAME STYLE BUILDINGS. 2. MIN. 12" CLEARANCE MUST BE MAINTAINED BETWEEN ANY TWO OPENINGS (OVERHEAD DOOR OR SERVICE DOOR) AND FROM CORNERS. 3. SERVICE DOOR5 AND WINDOWS CAN BE PLACED AS NEEDED. 4. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLOSURES. SEE SHEET 9 FOR DIAGONAL BRACE CONNECTION DETAILS. END WALL GABLE5 SCALE: NY 5 PARTIAL END WALL FRAMING SCALE: NTS TABLE 8-A.1: END WALL POST 5PACING SCHEDULE WIND SPf_1=D FAVE UP 'TO 7' HEIGHT & TO 9' 10' TO 12' MANUFACTURED BY: --�q N, -T Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 ENGINEERED BY: 1 A&A ENGINFYMG rn'R. • SPRUCPURAL 5911 Ramis— Plate. Suite 1t • Tokdo. ON L3623 7 iL a19.494.19l3 •Fat. •119.49R-0OLSS w�.w,ai<n�inren.tmm DRAWING INFORMATION PROJECT: 20'-O" WIDE BUILDINGS LOCATION: STATE OF FLORIDA PROJECT NO.: 039-140822 SHEET 717LE: END WALL FRAMING SHEET NO.: 8-A / 11 DRAWNSY: IZM DATE. 3/10/15 CHECKED BY: OAA DATE: 3/10/15 LEGAL INFORMATION . ANY DUPLICATION OF THIS DRAWING IN WHOLE OR PARE IS STRICTLY POMOM. ANYONE DOING 50 WRL Be PROSECUTED UNDER THE HILL 0471141 OP THE LAW. - DRAWINGS VAUD UP TO I YEAR PROM DATE OP ISSUE. SEAL: ,,,11111111111111 �`1% P • A 8 U, % 49 F 10 0 . •IZ i No. 52851 TATE OF A . <0 R 1O•�.•'�Qr DATE EXPIRES: 02128/2017 DATE SIGNED: MAR 10 2015 (12] DOOR P05T [16] ANGLE BRACKET. SECURE (17) STRAIGHT BRACKET [16] ANGLE BRACKET. SECURE TO DOOR POST SECURE TO DOOR P05T AND BASE RAIL W/ (4) AND BASE RAIL W/ (4) W/ (4) (23) FA5TENER5 5D5 (23) FASTENERS [23J FASTENERS SCALE: hT5 4 ('3J BASE RAIL DOOR POST BASE RAIL CONN. DETA� SCALE: NT5 (3] SIDE WALL BASE RAIL (1] COLUMN POST [6] 6' LG. CONNECTOR SLEEVE (16) ANGLE BRACKET. SECURE TO DOOR POST AND BASE RAIL W/ (4) [23] FASTENERS [3] END WALL BASE RAIL CORNER DETAI 2 SCALE: NTS (n) END WALL POST (16) ANGLE BRACKET. SECURE TO DOOR POST AND BASE RAIL W/ (4) (23) FASTENERS E5. (3) BASE RAIL END WALL POST - 13A5E/—,-"\ RAIL CONN. DETAIL (11) END WALL POST [15] ANGLE CLIP. SECURE TO END WALL P05T AND DOOR / WINDOW FRAMING W/ (4) (23] FASTENERS ES. [15] SERVICE DOOR /,;I WINDOW FRAMING TYP. SERVICE DOOR / WINDOW�1 FRAMING CONN. DETAIL SCALE: Nis [2] ROOF BEAM [16] ANGLE BRACKET. SECURE TO DOOR POST AND BASE RAIL W/ (4) [23] FASTENERS E.S. [17] STRAIGHT BRACKET. SECURE TO DOOR P05T AND BASE RAIL [11] END WALL POST W/ (4) (23) FA5TENER5 5D5 OR [12] DOOR P05T END WALL POST - ROOF BEAM CONN. DETAI SCALE: hT5 4 n>) END WALL POST ABOVE HEADER (15) MLLE CLIP. SECURE TO DOOR POST AND BASE RAIL W/ (4) (23) FASTENERS E.5 [13) SINGLE HEADER. END WALL POST ABOVE HEADER CONN. DETAIL/---'\ SCALE: NTS (11] END WALL POST (5) ANGLE CLIP. SECURE TO DOOR POST AND BASE RAIL W/ (4) (23) FASTENERS E.S. (13) SINGLE HEADER HEADER - END WALL P05T CONN. DETAIL SCALE: NT5 [Y] ANGLE CLIP. SECURE TO HEADER AND COLUMN POST W/ (4) (23] FASTENERS E.S. [13] SINGLE HEADER pQCOLUMN POST AT GABLE HEADER - CORNER POST CONN. DETAI 8 SCALE: NTS (11] END WALL POST r[14] DOUBLE HEADER POST ABOVE HEADER ( 5) ANGLE CLIP. SECURE TO DOOR P05T AND BASE RAIL W/ (4) #3 TEKS SDS E.S. V8' FILLET -1-V2" LG. 0 8" C.0 STITCH WELD BOTH SIDES STAGGERED-TYP. END WALL P05T ABOVE DOUBLE 9 HEADER CONN. DETAIL SCALE. nT5 [10 END WALL POST -- (15] ANGLE CLIP. SECURE TO DOOR POST AND BASE RAIL W/ (4) (24) FASTENERS E.5. [14] DOUBLE HEADER 1/8' FILLET -1-1/2" LG. 0 8'' GC STITCH WELD BOTH SIDES STAGGERED - TYP. DOUBLE HEADER - END WALLA P05T CONN. DETAIL 1" SCALE: NTS MANUFACTURED BY: N4 - Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 ENGINEERED BY: 111 TTIO A&A ENGINEERING CIVIL • S'rRUCI'URAL 5911 Rm,6u a Phm, S�mc R .'1'ekdo, OH 19623 419-292.1983. Fn,. •119.Y92 -MM uua•�aa�pnte�unm DRAWING INFORMATION PROJECT: 20'-0" WIDE BUILDINGS LOCATION: 5TATE OF FLORIDA PROJECT NO.: 039-14-0822 SHEET TITLE: END WALL FRAMING DETAIL5 SHEET NO.: 8-6 / 11 DRAWN BY: IZM DATE: 3/10/15 CHECKED BY: OAA DATE: 3/10/15 LEGAL INFORMATION - ANY DUFUG 11064 OF THIS DRAWING IN VA101r OR PART L5 STWCTLY FORBIDDEN. AMON[ DOING 50 WILL BE PRO5famm UNDER m[ FULL D nwr OF TIIC LAW. DRAwWGs VALID UP To I wAR rROM DATI' of wuE. SEAL .%%% %LL,II� A 8 E 1w 0�: No. 528SI •�► TATE OF ((/ i�iN0 R 10,0'•G���� ONA L `�����,� DATE EXPIRES: 02/28/2017 DATE SIGNED: MAR 10 2015 (21) DB BRACKET. SECURE TO POST AND DIAGONAL BRACES W/ (7) (23] FASTENERS AS SHOWN (2) ROOF BEAM (19] DIAGONAL BRACES CMN POST AT GOKNER DIAGONAL BRACE TOP CORNER CONN. DETAIL' 1 SCALE NTS (19] DIAGONAL BRACES CO COLUMN POST OR (11] END WALL POST ] DB BRACKET. SECURE TO IST AND DIAGONAL BRACES W/ (23) FASTENERS AS SHOWN DIAGONAL BRACE - POST CONN. DETAIL` 2 SCALE: NTS (1) COLUMN POST (21) OB BRACKET. SECURE TO AT CORNER POST AND DIAGONAL BRACES W/ (7) [23] FASTENERS A5 SHOWN DIAGONAL BRACES (3] END WALL BASE RAIL -1 L (3] SIDE WALL BASE RAIL DIAGONAL BRACE BOT. CORNER CONN. DETAIL' 3 SCALE: NTS ' INSIDE VIEW SHOWN FOR CLARITY CORNER DIAGONAL BRACING - SEE NOTES FOR REQUIREMENTS DIAGONAL BRACING AT CORNERS SCALE: WS CORNER BRACING NOTES: 1. DIAGONAL BRACING AT BUILDING CORNERS 15 REQUIRED FOR FULLY ENCLOSED BUILDINGS IN LOCATIONS WHERE WIND SPEED IS 140 MPH OR GREATER. 2. IF CORNER BRACING 15 REQUIRED BUT THE BUILDING 15 MISSING AN END WALL THEN THE BUILDING MUST BE DESIGNED AS AN OPEN BUILDING (USE SPACING FOR OPEN BUILDING IN TABLE 4.1). 3. DIAGONAL BRACING 15 ALSO REQUIRED ON THE CORNER ON THE SIDE WALLS WHEN THE ADJACENT END WALL 15 PARTIALLY ENCLOSED. — : MANUFACTURED BY: ImoN -T: \� Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 ENGINEERED BY: 111 A&A ENGINEERWG CIVIL • STRIICTI)RA.L 3011 Itt,=W uc Pl.rc. Suite R • Tnledo. 011 411M Td. 4196M. 19113 • Vu. 419492-09.0 wwxa�<uipnetnrpn DRAWING INFORMATION PRoJECT: 20-4' WIDE DUILNI GS i LOCATION: STATE OF FLORIDA PROJECT NO.: 039-14-0822 SHEET TITLE: CORNER BRACING DETAILS SHEET NO.: 9111 DRAWN BY: IN DATE: 3/10/15 CHECKED BY: OAA DATE: 3/10/15 LEGAL INFORMATION - ANY DUPLICATION Of 71,1I5 ONAIMNG IN N?IOIP OR PARE IS STRICTLY FORBIDDCN. ANCONE DOING SO WILL BE FR05CCUTM UNDER TIIC PULL CRENT OF THC LAW. - DRANANGS VALID UP TO I YEAR FROM DATE Of ISSUE. SEAL: ,TLII1111111IPPI :l P .�, G E ova No. 52851 'Z •• - STATE OF G . DATE EXPIRES: 02/28/2017 DATE SIGNED: MAR 10 2015 lk., OPTIONAL LEAN-TO ADDITION SCALE: NTS [2] ROOF BEAM [6] 12' LG. CONNECTOR SLEEVE - - MAIN BUILDING FIELD BOLT TO BOTH TUBES W/ [23] FASTENERS - SEE TABLE 32 1TO FOR NO. OF FASTENERS REOD. ` [2] ROOF BEAM - LEAN-TO ADDITION [6] 6- I.G. CONNECTOR SLEEVE - FIELD BOLT W/ [23] FASTENERS 1 M/k E.S. - SEE TABLE 3.2 FOR NO. OF FASTENERS REOD. [1] COLUMN POST - FOR EAVE HEIGHTS GREATER THAN &-a INSERT TS 2.25 X 225 X 14GA TUBE INTO COLUMN P05T LEAN-TO ATTACHMENT DETAIL SCALE: 145 1 LEAN-TO ADDITION NOTES: 1. LEAN-TO ADDITIONS CAN BE ADDED ON EITHER OR BOTH SIDES OF THE BUILDING. 2. ROOF SLOPE AND PURLIN, GIRT AND FRAME SPACINGS OF THE ADDITION HAVE TO MATCH THAT OF THE MAIN 5TRUCTURE.. 3. IF THE LEAN-TO ADDITION 15 "OPEN -(BOTH END WALLS OR SIDE WALL 15 NOT ENCLOSED), THE DESIGN OF THE MAIN BUILDING HAS TO USE THE FRAME SPACING OF AN OPEN BUILDING FROM TABLE 4. MANUFACTURED BY: N4. Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 ENGINEERED BY: A&A ENGLMEEMC CIA'11. - STRUCTURAL 5911 Rl iva Phis, Suin B • Tokdo, 011.13629 Tet 419-292-1993 • Fm. 419-292-0953 whwascu�rn.edn DRAWING INFORMATION PROJECT: 20'-0" WIDE BUILDINGS LOCATION: STATE OF FLORIDA PROJECT NO.: 039-14-0822 SHEET TITLE: OPTIONAL LEAN-TO ADDITION SHEET NO.: 10 / 11 DRAWN BY: IZM DATE 3/10/15 CHECKED BY: OAA DATE: 3/10/15 LEGAL INFORMATION - ANY DURICATION OP TH5 DRAWING IN WnOtE OR PART 5 STRICTLY FORBIDDEN. ANYCOE DOING 50 WILL BE PROSECUTED UNDCR THE I`UU. DnNT OP THC LAW. DRAWINGS VALID UP TO I NW FROM DATC OP 5SUE. SEAL: `ttlillelff "T i `���PP.• %G E N �. F'.•�: No. 52651 STATE OF (V�� 10 A • P•.;?(V DATE E%PIRES: 02128/2017 DATESIGNED: MAR 10 2015 CONCRETE 5LAB FOUNDATION NOTES: 1. DESIGNS SHOWN ON THI5 SHEET ARE FOR CONCRETE SLAB FOUNDATION. ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN BE USED. 2. EITHER OPTION 1 'EDGE OFFSET' OR OPTION 2 'NOTCHED EDGE' DETAIL CAN BE USED. 3. FOR OPTION 1 THE MIN. SLAB SIZE SHALL BE EQUAL TO THE OUTSIDE DIMENSIONS OF THE BUILDING PLUS 5" EACH DIRECTION. 3. FOR OPTION 2 THE MIN. SLAB 51ZE SHALL BE EQUAL TO THE SIDE DIMENSIONS OF THE BUILDING DIMENSIONS. 4. CONCRETE ANCHORS SHALL BE LOCATED NEXT TO EVERY POST AND ON EITHER SIDE OF OPENINGS. TWO ANCHORS SHALL BE INSTALLED AT CORNER OF ENCLOSED BUILDINGS WITH END WALLS - ONE ON EACH BASE RAIL. 5. CONCRETE ANCHORS CAN BE ANY ONE OF THE OPTIONS MENTIONED IN TABLE 11-A1. 6. DEPTH OF 5LAB TURN DOWN FOOTING SHALL BE GREATER THAN FROST DEPTH SPECIFIED PER LOCAL CODE. 7. CONTROL JOINTS SHALL BE PLACED 50 AS TO LIMIT MAX. SLAB SPANS TO 20' IN EACH DIRECTION. 8. ASSUMED SOIL BEARING CAPACITY 15 TO BE A MIN. OF 1500 PSF. 9. CONCRETE STRENGTH TO BE A MIN OF 2500 PSI 0 28 DAYS. TABLE 11-A1: CONCRETE 5LA13 ANCHOR 5CHEDULE ��.El I TO 140 1/2•.0 X 7- MAX 6' TO 180 5/8"8 X 7' ANCHOR - SEE NOTES: TABLE 11 -Al 1. EXPANSION ANCHORS, WEDGE ANCHORS OR ADHESIVE ANCHORS MAY BE USED. 2. MIN. EMBEDMENT DEPTH TO BE 4'. 3. ANCHORS TO BE SPACED NO MORE THAN 6' FROM POSTS. •'''• 4. ALL ANCHORS TO BE A307 EQUIVALENT OR BETTER. CONTROL JOINTS SPACED AT MAX 20'-0" O.C. CONCRETE SLAB FOUNDATION 4` `" SCALE: NTS 6. _ry�� BUILDING P05T BEYOND —4 2' WIDE X V DEEP NOTCH ALONG N OVERHEAD DOOR AND SLOPE TO 2" OVERHEAD DOOR NOTCH DETAIL �[t] COLUMN POST SCALE: NTS 2 � [3] BASE RAIL I, I, 3" SECTION A -A MIN. 4" EDGE 05T. 1. I. MIN. 4' EDGE DIST. [i] COLUMN POSTI ANCHOR - 5EE 1� TABLE 11-A1 MIN. 4' CONCRETE 5LAB AD A [3] BASE RAIL A GRADE W6X6 / 6 WELDED • WIRE OR FIBER MESH A J : A ' A- (3) #4 REBAR CONT. �i ANCHOR - SEE [t] COLUMN P05T TABLE 11 Al [3] BASE RAIL !3 _z J C JN w o Uj 9 d o . . t) SECTION I}B MIN. 4" EDGE DIST. 1-1/2"x 1-1/2' NOTCH GRADE �z f oc m ALT. NOTCHED EDGE DETAIL o wUj OPTION 1: EDGE OFFSET DETAIV� SCALE: NTS 1 [7] BASE ANGLE ANCHOR - SEE TABLE 11-A1 MIN. 4" THIO 6 CONCRETE SLAB T' WGX6 / 6 WELDED WIRE MESH (3) #4 REBAR CONT [1] COLUMN POST [3] BASE RAIL GRADE AS PER LOCAL CODE. MIN 12" OPTION 2: EDGE FLUSH DETAILO SCALE:NTS MANUFACTURED BY: 11N T— Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 ENGINEERED BY: gig A&A ENGINEERING CIVIL• SrRUCI'UILAL SW I Rr".1- Pb . Suim R • Toledo. OI 14M Tel 419292.19!.9 " Fac. 4 19894-0953 wn,w<nQnem.rwu DRAWING INFORMATION PROJECT: 29-9' WIDE DUILOIW75 LocAnoN: STATE OF FLORIDA PROJECT NO.: 0314-0822 SHEET TITLE: FOUNDATION OPTION 1: CONCRETE 5LA13 SHEET NO.: 11-A / 11 DRAWN BY: IZIVI DATE: 3/10/15 CHECKED BY: OAA DATE: 3/10/15 LEGAL INFORMATION - ANY DUPUCAnON OF 711I5 DRAWING IN wHOU! OR PAKT IS 5TRICTLY FORBIDDEN. ANYONE DOING 50 MALL ISE PROSECUTED UNDER THE FULL OMNI OF TnE LAW. - DRAMANG5 VAUD UP TO I YfM FROM DATE OF 196UC SEAL: >>IUIIII���� ��.``�p• A 0 �'•'` C, E N•8•' qsJ �,, 0. No. 52851 •� TATE OF ' G.� s'•...... DATE EXPIRES: 02/28/20' DATE SIGNED: MAR 10 2015 - TABLE 11-8.1: ANCHOR SCHEDULE 7105 TO 140 1/2 e x r 145 TO 180 5/8-E x r NOTES: 1. EXPANSION ANCHORS. WEDGE ANCHORS OR ADHESIVE ANCHORS MAY BE USED. 2. MIR EMBEDMENT DEPTH TO BE 4 3. ANCHORS TO BE SPACED NO MORE THAN &' FROM POSTS. 4. ALL ANCHORS TO BE A307 EQUIVALENT OR BETTER. TABLE 11-8.2: CONC. STRIP SCHEDULE NOTES: 1. WIDTH AND DEPTH DIMENSIONS CAN BE INTERCHANGED. \ FOOTING OPTIONAL AT OPEN END WALLS AND OVERHEAD DOOR OPENNG5 CONCRETE STRIP FOUNDATION NOTES: 1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE STRIP FOUNDATION. ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN BE USED. 2. CONCRETE ANCHORS SHALL BE LOCATED NEXT TO EVERY POST AND ON EITHER SIDE OF OPENINGS. TWO ANCHORS 51 TALL BE INSTALLED AT CORNER OF ENCLOSED BUILDINGS WITI I END WALL5 - ONE ON EACH BASE RAIL. 3. DEPTH OF CONCRETE STRIP FOOTING SHALL BE GREATER THAN FROST DEPTH SPECIFIED PER LOCAL CODE 4. A55UMED SOIL BEARING CAPACITY 15 TO BE A MIN. OF 1500 P5F. 5. CONCRETE STRENGTH TO BE A MIN OF 2500 P51 0 28 DAYS. \ 11, / MANUFACTURED BY: T7 N Imo\\ III \ \ III I` Metal Buildings, Inc. III �\\ 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 \\ \ \\ III III ENGINEERED BY: II �I A&A ENGWEEMG \ II III t 3911 Rroaif,v Pbm, S.dt It - Tokd.. Oil d0623 III I / Td. 419.2W-1953 - Fm 41947!4933 nwaycpputen.cm. y\ II III III ,jam / DRAWING INFORMATION ll II / PROJECT: 20'-0' WIDE BUILDINGS III III III ,% LOCATION, STATE OF FLORIDA III i III III PROJECT NO.: 039-14-0822 III / SHEET TITLE: FOUNDATION OPTION 2: CONCRETE STRIP SHEET NO.: 11-8 / 11 CONCRETE STRIP FOUNDATION DRAWN BY: DATE: 3/10/15 / SCALE: NTS CHECKED BY: DATE: 3/10/15 1 LEGAL INFORMATION 11-8 ANY DUPUCAT[ON OF TH15 DRAWING IN VMOIE OR PART 6 5MMY PORBIDDEN. AkWNE DOING 50 WILL BE PROSECUTED UNDER TIIE FULL 0f f NT OP THE LAW. - DRAWINGS VAUD UP TO 1 YEAR rWM DATE OF 155UE. [1] COLUMN POSTANCHOR I - SEE '—`1j I` TABLE 11-8.1 [3] BASE RAIL GRADE ' ° d'. ° . °o.. } 9 a w (4) #4 REBAR ta CONT. SEE TABLE 11-82 w N CONCRETE STRIP FOUNDATION DETAI SCALE: NTS SEAL: A 8IJ 0. :Z No. 52851 * �1�• TATE OF •At 0 R DATE EXPIRES: 02/28/2017 DATE SIGNED: MAR 10 201S [1] COLUMN POST OR [11] END WALL POST [3) BASE RAIL d �1A • �i 6y • ::.. CONCRETE PIER -� ,' • d i . MIN. p) #4 BAR - y : •' 36" LG. 7r1F d Ole :.. ANCHOR - SEE CONCRETE PIER DETAI 1 5CALE:NfS [1] COLUMN POST OR [11] END WALL [3] BASE RAIL ANCHOR ROD CONCRETE PIERS EITHER SIDE OF OVERHEAD DOOR OPENINGS CONCRETE PIERS AT ALL CORNERS ANCHOR RODS AT ALL POSTS NOT SUPPORTED ON CONCRETE PIERS CONCRETE PIER FOUNDATION SCALE: HIS CONCRETE PIER FOUNDATION NOTES: 1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE •::.:�: , PIER FOUNDATION. ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN BE USED. ,:, ;; 2. CONCRETE PIERS SHALL BE LOCATED AT ALL 4 „..;t.-,.;:: ; :; : • t . N CORNERS. ON EACH 51DE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE INTERIOR COLUMN P05T5 AND END WALLS POSTS. 3. PIERS SHALL BE FORMED BY DIGGING A HOLE OF THE SAME SIZE AS THE PIER ON LEVEL GRADE AND FILLING WITH CONCRETE. THRO. ROD ANCHORS SHOULD BE DROPPED INTO THE PIERS PRIOR TO POURING THE CONCRETE. ANCHOR ROD INTO SOIL DETAI 4. ALL POSTS NOT SUPPORTED ON CONCRETE PIERS 2 SCALE: WS SHALL BE ANCHORED TO THE GROUND WITH A 1/2"X 30" LG. THREADED ROD. RODS WILL HAVE A WELDED NUT AT THE TOP AND ONE COAT OF RUST PROOF PRIMER. 5. A55UMED 501L BEARING CAPACITY 15 TO BE A MIN OF 1500 PSF. 6. CONCRETE STRENGTH TO BE A MIN OF 2500 PSI 0 28 DAYS. CONCRETE PIERS AT ALTERNATE END WALL POSTS CONCRETE PIERS AT ALTERNATE INTERIOR COLUMN POSTS TABLE 11-0: CONC. PIER SCHEDULE r 105 TO718er10 140 TO 165 TO TABLE 11-C.2: CONCRETE PIER ANCHOR SCHEDULE 105 TO 140 1/210 X T' 155 To 160 5/8"0 X 7" NOTES: 1. FXPAN51ON ANCHORS. WEDGE ANCHO OR ADHESIVE ANCHORS MAY BE USED. 2. MIN. EMBEDMENT DEPTH TO BE 4'. 3. ANCHORS TO BE SPACED NO MORE THA 6` FROM POSTS. 4. ALL ANCHORS TO BE A307 EQUIVALENT OR BETTER. MANUFACTURED BY: T -N -T Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 ENGINEERED BY: di A&A ENGIN TMUNG rn'11. • STRUCTURAL 5911 R-6— Pbm. Suit R • Tokdo. OH 436M Td. 419 -M -IM . Fa..4198924M "a�.-u enpnem rm� DRAWING INFORMATION PROJECT: 2U -O" WIDE BUILDINGS LOCATION: STATE OF FLORIDA PROJECT NO.: 039-1'4'0822 SHEET TIME: FOUNDATION OPTION 3: CONCRETE PIERS SHEET NO.: 11-C 11 DRAWN BY: IZM DATE: 3/10/15 CHECKED BY: OAA DATE: 3/10/15 LEGAL INFORMATION - ANY DUPLICATION Of THIS DRAWING IN WHOIE OR PART 15 STRILILY fORBIDDM. ANYONE DOING 50 WILL IM FR05MLMD UNDOt THE fULL WENT Of TM LAW. - DRAWINGS VAUD UP TO I YM fROM DATE OF ISSUE SEAL: ```tttlt11111PAA', %.� p, AS y'•. E a s'' No. 52851 STATE OF S "."941 ONA-*i- t��,, DATE MIRES: 02/28/201 DATE SIGNED: MAR 10 2015 P] BASE RAIL (1) COLUMN POST OR (11] END WALL POST 501L FOUNDATION NOTES: SOIL ANCHORS EITHER Jo<11-D 51DE OF OVERHEAD DOOR OPENINGS AtvCfgR RODS AT ALL SOIL ANCHORS AT ALL POSTS NOT SUPPORTED CORNERS ON SOIL ANC-IORS 1. DESIGNS SHOWN ON THIS SHEET ARE FOR SOIL ANCHOR FOUNDATION. ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN BE USED. 2. SOIL ANCHORS (HELICAL OR ROCK/ASPHALT) SHALL BE LOCATED AT ALL 4 CORNERS, ON EACH SIDE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE INTERIOR COLUMN POSTS AND END WALLS POSTS. 3. HELICAL ANCHORS ARE TO BE USED ONLY IF THE DRIVING TORQUE INTO THE GROUND 15150 FT -1.135 OR GREATER. MANUFACTURER 15 NOT RESPONSIBLE FOR 501L QUALITY AT SITE 4. HELICAL ANCHORS CAN ONLY BE USED FOR CLASS 2.5 & 4 SOILS (SEE 501L CLASSIFICATIONS THIS PAGE). 5. ALL POSTS WITH NO ANCHORS ADJACENT SHALL BE ANCHORED TO THE GROUND WITH A 1/2" X 30" I.G. ROD. RODS WILL HAVE A WELDED NUT AT THE TOP AND ONE COAT OF RUST PROOF PRIMER. 6. ASSUMED SOIL BEARING CAPACITY 15 TO BE A OR OF 1500 PSF. [3] BASE RAIL 5011. FOUNDATION SCALE: HIS (1] COLUMN P05T OR [11] END WALL P05T - SOIL ANCHORS AT ALTERNATE END WALL POSTS SOIL ANCHORS AT ALTERNATE INTERIOR COLUMN POSTS DRILL 5/6* HOLE TIftOUGH DRILL 5/8' HOLE TROUGH 6+ 6+ V2" 0 THROUGH BOLT BASE RAIL AND SECURE AND 1" WA51 HERS E.S. ANCHOR EYE WITH 1/2' 0 ASPHALT • THROUGH BOLT AND 2" WASHERS E.S. ANCHOR ROD 1/2" 0 SHAFT X (2) OPTION 1: HELICAL 5 4' DISKS - HELICAL ANCHOR5 SOIL ANCHOR SCALE: NTS 501L FOUNDATION NOTES: SOIL ANCHORS EITHER Jo<11-D 51DE OF OVERHEAD DOOR OPENINGS AtvCfgR RODS AT ALL SOIL ANCHORS AT ALL POSTS NOT SUPPORTED CORNERS ON SOIL ANC-IORS 1. DESIGNS SHOWN ON THIS SHEET ARE FOR SOIL ANCHOR FOUNDATION. ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN BE USED. 2. SOIL ANCHORS (HELICAL OR ROCK/ASPHALT) SHALL BE LOCATED AT ALL 4 CORNERS, ON EACH SIDE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE INTERIOR COLUMN POSTS AND END WALLS POSTS. 3. HELICAL ANCHORS ARE TO BE USED ONLY IF THE DRIVING TORQUE INTO THE GROUND 15150 FT -1.135 OR GREATER. MANUFACTURER 15 NOT RESPONSIBLE FOR 501L QUALITY AT SITE 4. HELICAL ANCHORS CAN ONLY BE USED FOR CLASS 2.5 & 4 SOILS (SEE 501L CLASSIFICATIONS THIS PAGE). 5. ALL POSTS WITH NO ANCHORS ADJACENT SHALL BE ANCHORED TO THE GROUND WITH A 1/2" X 30" I.G. ROD. RODS WILL HAVE A WELDED NUT AT THE TOP AND ONE COAT OF RUST PROOF PRIMER. 6. ASSUMED SOIL BEARING CAPACITY 15 TO BE A OR OF 1500 PSF. [3] BASE RAIL 5011. FOUNDATION SCALE: HIS (1] COLUMN P05T OR [11] END WALL P05T - SOIL ANCHORS AT ALTERNATE END WALL POSTS SOIL ANCHORS AT ALTERNATE INTERIOR COLUMN POSTS ANCHOR ROD 501L CLA551F1CATIONS: SOIL CLASS DESCRIPTION 2 SANDY GRAVEL AND GRAVEL, VERY THIN DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL/GOBBLES, PRELOADED SILTS, CLAYS AND CORAL. 3 SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL, MEDIUM DENSE COARSE SANDS, SANDY GRAVEL, VERY STIFF SILT AND SANDY CLAYS. 4 LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS AND ALLUVIAL FILLS. 'FROM HUD "MODEL MANUFACtUREDHOME/NStALLAT/ON5TAAt9AR05" (7] BASE ANGLE HP9-A ASHPALT / HP -9 ROCK ANCHOR OPTION 2: ROCK / A5PHALT ANCHOR5o SCALE: HTS MANUFACTURED BY: T -N -T Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 ENGINEERED BY: di A&A ENGWEEffiNG CIVIL • STRucruRAL 3911 Rnuiu " Phcc, S"ix R •'rakM• OH 43623 Til 419.29'L19I13 . 1•a,. 419.2D49SS DRAWING INFORMATION PROJECT: 2CY-0" WIDE DUILDING5 LOCATION: 5TATE OF FLORIDA PROJECT NO.: 039-14-0822 SHEET TITLE: FOUNDATION OPTION 4: 50IL ANCHORS SHEET NO.: 11-D / 11 DRAWN BY: IZM DATE: 3/10/15 CHECKED BY: CAA DATE: 3/10/15 LEGAL INFORMATION - ANY DUPLICATION Of MI5 DRAWING W WhOLE OR PART 15 5TRICTLY FORBIDDEN. ANYONE DOING 50 WILL Be PR05CCU ED UNDYR TMt FULL bffW Or ME LAW. - DRAWINGS VAUD UP TO I YEAR FRO,.A DATE Of ISSUE. SEAL: IIII/111111111111 A 8 tj No. 52851 'Z STATE OF ••!(/�_ A►�.;c� O R 1 O•P.����� \ ,�IIIS10NALIstill I�,� DATE EXPIRES: 02/28/2017 DATE SIGNED: MAR 10 2015 DRILL 5/6* HOLE TIftOUGH BASE RAIL AND SECURE (7) BASE ANGLE WITH 6+ V2" 0 THROUGH BOLT AND 1" WA51 HERS E.S. ASPHALT ANCHOR ROD 501L CLA551F1CATIONS: SOIL CLASS DESCRIPTION 2 SANDY GRAVEL AND GRAVEL, VERY THIN DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL/GOBBLES, PRELOADED SILTS, CLAYS AND CORAL. 3 SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL, MEDIUM DENSE COARSE SANDS, SANDY GRAVEL, VERY STIFF SILT AND SANDY CLAYS. 4 LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS AND ALLUVIAL FILLS. 'FROM HUD "MODEL MANUFACtUREDHOME/NStALLAT/ON5TAAt9AR05" (7] BASE ANGLE HP9-A ASHPALT / HP -9 ROCK ANCHOR OPTION 2: ROCK / A5PHALT ANCHOR5o SCALE: HTS MANUFACTURED BY: T -N -T Metal Buildings, Inc. 1050 Worth St. Mt. Airy, NC 27030 1-800-597-3597 ENGINEERED BY: di A&A ENGWEEffiNG CIVIL • STRucruRAL 3911 Rnuiu " Phcc, S"ix R •'rakM• OH 43623 Til 419.29'L19I13 . 1•a,. 419.2D49SS DRAWING INFORMATION PROJECT: 2CY-0" WIDE DUILDING5 LOCATION: 5TATE OF FLORIDA PROJECT NO.: 039-14-0822 SHEET TITLE: FOUNDATION OPTION 4: 50IL ANCHORS SHEET NO.: 11-D / 11 DRAWN BY: IZM DATE: 3/10/15 CHECKED BY: CAA DATE: 3/10/15 LEGAL INFORMATION - ANY DUPLICATION Of MI5 DRAWING W WhOLE OR PART 15 5TRICTLY FORBIDDEN. ANYONE DOING 50 WILL Be PR05CCU ED UNDYR TMt FULL bffW Or ME LAW. - DRAWINGS VAUD UP TO I YEAR FRO,.A DATE Of ISSUE. SEAL: IIII/111111111111 A 8 tj No. 52851 'Z STATE OF ••!(/�_ A►�.;c� O R 1 O•P.����� \ ,�IIIS10NALIstill I�,� DATE EXPIRES: 02/28/2017 DATE SIGNED: MAR 10 2015 4 0 15--2fl61 103 E Woodland Dr Permit Expired: 12/15/2015 Permit deemed abandoned, becoming null and void due to Plan Review comments not answered within 180 days after the date of filing. FBC 1053.2 RECEIVED D JUN 18 T015 CITY OF SANFORD BY: --BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 16--ar 6 1 Documented Construction Value: $'I6aO Job Address: 1 3 . 14 wooLaa d n r' Historic District: Yes ❑ No,K Parcel ID: /off -44 � 3d "5�0�-WOO -04D Zoning: Description of Work: Plan Review Contact Person: Title: Phone: Fax: -/o,? - 3 3 9- D,;- 41 E-mail: Property Owner Information Name Phone: el -1,0 7 4Z✓r�- /j?/z -% Street: Resident of property? City, State Zip: A/ , 7g 77 3 Contractor Information Name Phone: Street- City, State Zip: Name: Street: City, St, Zip: Bonding Company: _ Address: Building Permit 010, Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mort&ge Lender: Address: Co µ-r 4" 1a -J Por 1•4 *L PERMIT INFORMATION .r, Square Footage: YA2�d Construction Type: r01-01 I No. of Stories: No. of Dwelling Units: Flood Zone: 411- Electrical % Electrical D New Service - No. of AMPS: Plumbing O ' New Construction - No. of Fixtures: Mechanical O (Duct layout required for new systems) Fire Sprinkler/Alarm O No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. of Owner/Agent Date► ure of Contractor/Agent Date ✓Vr .`'o`'�r �O�i'•. LAURA MARIE REAMER Notary Public . State of Florida My Comm. Expires Oct 10, 2016 �' ;�o<«?;�•� Commission +P• EE 842091 Owner/Agent is LPersonally Known to�Gl, or Produced ID Type 5 APPROVALS'�ZONING: UTILITIES: UU0,V Z a... A vt i Print Cont or/Agent's Name Signature LAURA MARIE REAMER r: Notary Public . State of Florida =s . 4, My Comm. Expires Oct 10, 2016 Commission a EE 842091 Contractor/Agent is Personally Known to Me or Produced ID Type of ID ENGINEERING: FIRE: WASTE WATER: BUILDING: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FEIQ 731.135(5)(6) Florida Statutes. REV 07.14 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD� FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 15-2061 Date: June 30, 2015 Contact Person: Juan Zamarripa Contact Phone Number: Contact Fax Number: Contact E-mail Address: Project Description:' Metal Carport Job Address: 103 E Woodland Dr The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the'same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: 1. The building plans submitted for the structure do not meet current building code. The current edition, at the time of permit submittal, is the 2010 Florida Building Code. Any building plans submitted, regardless if the structure is existing, must meet current code. FBC 102.2; FBC 107.2.1 2. The building plans are required to be site specific, accurately reflecting in detail the dimensions and methods in which the structure will be built. This includes highlighting or circling the details that pertain to the site specific project. FBC 107.2.1 3. In addition to comment #2, please provide two copies of a.site plan indicating the location of the structure and the exact dimensions of the structure for clarification. FBC 107.2.1 No Review has been conducted. ** As an alternative to the above comments, the permit applicant can provide a letter from a Florida Registered Design Professional, signed and sealed with the applicable title block, stating the following: "I have personally inspected the structure and conclude that the structure complies with and meets all current 2010 Florida Building Codes and the wind speed for the City of Sanford." OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Rev. 9.14.2009 I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 1 understand that, as an owner -builder, 1 am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. 1 also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. 1 understand that I may build or improve a one -family or two-family residence or a farm outbuilding. 1 may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. 1 understand that, as the owner -builder, 1 must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom 1 employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 1 understand that 1 may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 Property Address: 1/6, 3 Z— _ o ; y,W 17/' ,5,ca r��vr�r� '= � 3 a-% ? 2 1, `S t )a -V. 2a.,r-rhoC, , do hereby state that 1 am qualified and capable of performing the requested construction involved with the permit application filed and agree to the r, conditions specified above. N L_ 4,V � of Owner -Builder Date Form of Identification L ,,,,,,, Y �� LAURA MA IE REAMER F/orida p. L, (Must be Photo ID `� '''' S+°• ;`": Notary Public -State of Florida My Comm. Expires Oct 10. 2016 A violation of this exemption is a misdemeanor of the first degree punis a e teMF16?Vffi onme not exceeding 1 year and a $1,000.00 fine in addition to any civil i t e local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, 1 will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and 1 have access to the Florida Building Codes. 1 understand that 1 may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that 1 may contact the Florida Construction Industry Licensing Board at 1-850487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the. information that 1 have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: 1/6, 3 Z— _ o ; y,W 17/' ,5,ca r��vr�r� '= � 3 a-% ? 2 1, `S t )a -V. 2a.,r-rhoC, , do hereby state that 1 am qualified and capable of performing the requested construction involved with the permit application filed and agree to the r, conditions specified above. N L_ 4,V � of Owner -Builder Date Form of Identification L ,,,,,,, Y �� LAURA MA IE REAMER F/orida p. L, (Must be Photo ID `� '''' S+°• ;`": Notary Public -State of Florida My Comm. Expires Oct 10. 2016 A violation of this exemption is a misdemeanor of the first degree punis a e teMF16?Vffi onme not exceeding 1 year and a $1,000.00 fine in addition to any civil i t e local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey(@sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner -2- SCPA Parcel View: 12-20-30-501-0000-0180 pa,�,ky ,�,,,-._OFA Property Record Card PROPERTY Parcel: 12 -20 -30 -SOI -0000-0180 APPRAISER Owner: ZAMARRIPA JUAN L I"rMAOMCOUNTY. FLOMDA Property Address: 103 E WOODLAND OR SANFORD, FL 32773 Parcel: 12-20-30-501-0000-0180 1 Property Address: 103 E WOODLAND DR Owner: ZAMARRIPA JUAN L Mailing: 103 E WOODLAND DR SANFORD, FL 32773 - Subdivision Name: SOUTH PINECREST 2ND ADD Tax District, Sl-SANFORD Exemptions: OD -HOMESTEAD (2011) DOR Use Code: 01 -SINGLE FAMILY Value Summary 2015 Working 2014 Certified Values Values Valuation Method Cost/Market . Cost/Market Number of Buildings 1 I Depreciated Bldg Value $42,541 $41,220 Depreciated EXFr Value $1,500 $1,550 Land Value (Market) $14,000 $14,000 Land Value Ag Just/Market Value PB 10 PG 89 $58,041 $56,770 Portability Ad) J.l Save Our Homes Ad) $4,267 i $3,423 Amendment 1 Ad) r Assessed Value $53,774 $53,347 Tax Amount without SOH: $551.31 2014 Tax Bill Amount $524.28 Taxing Authority Tax Estimator Save Our Homes Savings: $27.03 • Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 18 SOUTH PINECREST 2ND ADD PB 10 PG 89 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund ;53,774. $28,774 $25,000 schools $53,774. $25,000 $28,774 City Sanford $53,774 $28,774 $25,000 SJWM(Salnt Johns Water Management) $53,774 $28,774 $25,000 County Bonds $53,774 $28,774 $25,000 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 3/1/2010 07387 0377 $72,100 No Improved CERTIFICATE OF TITLE 2/1/2010 07333 0252 $100 No Improved WARRANTY DEED 2/1/2003 04748 1482 $93,000 Yes Improved WARRANTY DEED 7/1/2000 03909 1975 $87,500 Yes Improved SPECIAL WARRANTY DEED 4/1/2000 03875 1011 $57,900 No Improved CERTIFICATE OF TITLE 1/1/2000 03781 1707 $69,600 No Improved SPECIAL WARRANTY DEED 12/1/1999 03803 1467 $100 No Improved WARRANTY DEED 5/1/1997 03251 0081 $63,900 Yes Improved WARRANTY DEED 8/1/1988 01991 1130 $100 No Improved WARRANTY DEED 2/1/1984 01526 0796 $49,700 Yes Improved Page 1 of 2 (11 items) [1) 2 Find Comparable Sales within this Subdivision Page 1 of 2 hnp://www.scpafl.org/ParcelDetaillnfo.aspx?PID=12203050100000180 6/18/2015 REGULAR/ A FRAME - VERTICAL/ HORIZ. 12' THRU 30 CARPORTS (STATE Of fLORIDA) A5 PER DE51GN CRITERIA 1 DESIGN NOTES LI . ALL CONSTRUCTION SMALL BE PROVIDED IN ACCORDANCE WITH IBC 2006. 05MA. A15C. A5CE7-05. AW5D 1.1 CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. 2. SHELTER BASE CONNECTIONS SMALL BE PROVIDED AS 5MOWN ON SHEET 9 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING ORIGINAL 4. ALL SHOP CONNECTIONS SMALL BE WELDED CONNECTIONS. 5. ALL FIELD CONNECTIONS SMALL BE TEK5 012 (114'X 1"). G. STEEL 5MEATMING SMALL BE 29GA. CORRUGATED GALV. OR PAINTED STEEL - MAIN•RIB MT. 3/4' (FY -80K51) OR EQ. 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS SMALL BE GRADE 50 STEEL 8. 5TUCTURAL TUBE T52 1/2'X2 1/2' - 14GA. 15 EQUIVALANT TO T52 1/4'A2 1/4' - 12GA. 9. STRUCTURAL TUBE T52 1/4'X2 1/4'- 12GA. 5MOULD BE ACCEPTED IN LIEU OF T52 1/4x2 1/4' - 14GA. FOR IT 15 A BETTER STRUCTURAL TUBING. DE51GN CRITERIA PREVAILING CODE: FBC 2007 / 2009 AMENDMENTS USE GROUP: U (CARPORTS, BARNS) BASIC WIND VELOCITY: 90 TO 150 MPM (SEE SCHEDULE)' ROOF DEAD LOAD: 2.0 PSF ROOF LIVE LOAD: AS PER GROUND SNOW MIN. 20 PSP GROUND SNOW LOAD: O TO 30 PSF (5EE 5CMEDULE) IMPORTANCE FACTOR SNOW 0.8 WIND 0.87 5E15MIC 1.0 SEISMIC DESIGN CATEGORY: A LOAD COMBINATIONS: DL+LL, 0.GDL+WL DL+0.75LL+0.75WL DRAWING INDEX I ................................................COVER SHEET 2.................................................FLOOR PLAN 3...............REGULAR/ AFRAME BLDG. SECTIONS 4..........................................SIDE ELEVATIONS 5..........................................SECTION DETAILS 6.........................................END WALL DETAILS 7..........................................OPENING DETAILS 8. :*** ..... ** .... — ....... ** .......... .....LEAN-TOOPTION 9.................................................ANCHORAGE A & A ENGINEERING CIVIL- SIRUCIVIAU. 3'll 1 Ramaarce IM., tiuite 11 '1'rL• (•11 � �J.- I All •1'tikx4., Obi.4.VZ1 haz: (419) 2921.11155 Metal Buildings Inc. 170 Holly Springs Rd W. Airy, NC 27030 14M97-IS97 MAIN -1-3367119.3818 FAX- 1-U&701122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMs CHECKED BY: OA DRAWING TITLE: COVER SMEET NO.: 1 OF 9 THE INFORMATION CONTAINED IN THESE DRAWINGS ARE THE SOLE LICENSE EXP RES: 'M 2 PROPERTY OF A A A ENGINEERING. ANY REPROOUCTION IN PART OR �`�'�`� WHOLE WITHOUT 19 PROHISRE. OF DATE SIGNED: 11/5/2010 • Y / 29GA. WALL TS 2.12X2 -1/2X14 SMEATMING GA. CONT. RAIL BI nr IINF. • BA5E ANCHOR CSCAU, NTS) 29GA. WALL 75 2.1/2X2 1/2X 14 SMEATMING GA. CONT. RAIL RI M IRI I IN_G. I Jill • L2 112X2 12X 1/4' - 31G. R I ALTERNATE ANCHOR ANCHOR. SEE OPTIONS ate` / AND SPACING SnEET 9/9 FLOOR PLAN (ScAE: NTS) 2 12x14GA. 50. TUBE r - -- -------------- • -33 BA5E CORNER ANCHOR 19CALE: NTS) R2 112"X 14GA. 50. TUBE L2 ANCHOR 5PACING WIND 5PEED NU" CARPORT MOTH FIRST AND LAST ANCnORS ---II I 2r TIGU'Jo BDG9 90.100 NTERME0IATE J ' , I ARE REQUIRED ON EACH SIDE N[Iff TOEVERy BON 110-150 I IANCMORS (TYP•) I I ,SEE SHT. 9FB FOR ,SPACING , I I I ENTRANCE 4K -------J--------J---------1------------------ 1cj-.----- S= el+o WALL POSTS - SEE SnT. Q9 FOR a� I I I SPACING I I1 14OPTIONAL MIN. 4' I 1 In OibS I 1 1 CONC. SLAB 5� 1 nc 1~n 1 1 I OTHERS / I 1 u 0 I I I IF \O1 V 1 I '-----------------I cam. --------,---------,---------� , I ------- I MAIN BLDG. BOW SEE SILT. ' 1 3/9 FOR 512E ♦ SPACING rO- C.J. • CONTROL JOINTS ON CONCRETE SLAB OPTION MAX. 20X201 PARTIALLY ENCLMED: LtfZTn AS PI!KCU5T(Rdtk RtGVtST - MAx. L2Nn . 501.01 FULLY ENCLOSED: 12• THRu 20. GT 22' TnRu 301. MAX. LENGTn . 1001.01 29GA. WALL TS 2.12X2 -1/2X14 SMEATMING GA. CONT. RAIL BI nr IINF. • BA5E ANCHOR CSCAU, NTS) 29GA. WALL 75 2.1/2X2 1/2X 14 SMEATMING GA. CONT. RAIL RI M IRI I IN_G. I Jill • L2 112X2 12X 1/4' - 31G. R I ALTERNATE ANCHOR ANCHOR. SEE OPTIONS ate` / AND SPACING SnEET 9/9 FLOOR PLAN (ScAE: NTS) 2 12x14GA. 50. TUBE r - -- -------------- • -33 BA5E CORNER ANCHOR 19CALE: NTS) R2 112"X 14GA. 50. TUBE L2 ANCHOR 5PACING WIND 5PEED NU" CARPORT MOTH 12TW412o9D09 I 2r TIGU'Jo BDG9 90.100 NEXT To EVERT Dina ITOW . MIN. � N[Iff TOEVERy BON 110-150 NFJR TO EVERY BOW 1/2X2 112X 1/4' - 31G. ALTERNATE CORNER ANCHOR • FIRST AND LAST AWnORS I`-'OAIt: NTS) ANE RECUIREo IN vkch Sloe A & A ENGINEERING m -STRUCTURAL suToms 5911 R --W= ce PL, SuiteB Td: (419) 292-1983 Toledo, Ohio 43623 F= (419) 292.0955 Metal Buildings Inc. 170 Holly Springs Rd. W. Airy, NC 27030 1.80 M3S97 MAIN -1-336789.3818 FAX -1-336789{122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA RANO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: ,JMs CHECKED BY: OA DRAWING TITLE: FLOOR PLAN 5HEET NO.: 2 OF 9 I DATE SIGNED: 11/5/2010 / 2 In• SO. TUB 2 IH'SO. TUBE TOP M[MBER I A>' 2 TYP. FA SIDE 2.A MACmuE BENT sf- =S .V 5 Sf-'' _ -2 5 .Tw E5. P[Al: BRAC[ _ I PEAR BRACE 1 , S![ 5CnfOULf LlNGTn / IENGTn I / STITCH WELD 2 112'x 14GA cnAe 2 1n• so , 3616. KNEE BRACE ' TYP. EA SIDE b TUBE OLUMN I 2 1/2•x 14GA. CnANNE lV 36' LG. KNEE BRAC[ iu • 2 1/+• 5C. Tu , TW. EA. SIDE INSERTED INTO 2 112' 50. TCSE I 2 1/2X 1 aGA. BAS[ P-11. FIN. GRADE OR 2 I /L'x t 4 1 FIN. GRAD! OR 1 i BASE RAIL I TOP Of CONC TOP OF CONIC 21 ••B• TnRU 291.0• NOMINAL 1, L I I•.D• TnRU 251•a- nOMINAL 1. (22' BLDGS. TnRu 30 BIDG5. "+' '� (I 2' BLDG5. T HRU 26' BLOCS '! REGULAR DOUBLE BOW "DB" BUILDING SECTION REGULAR SINGLE BOW "SB" BUILDING SECTION ISCALf: NTS) 2 1/4. 50. TUBE t.B MACHINE BENT 1 : TEA SIDE ,r3 �s YP. z 1/2'50 TUBE (scul.NTs) 5 - TYP. f.5 8.8 TOP M:MBER 5 FTA& BRACE ( 1 SE[ 5Cn!DUL[ LENGTH i PEAK BRACE SEE SC_ SEE SiITLn [KID LENGin 1 2 I nx 14GA. CnANNEL 36tG. KNEE BRACE t7 2 Inxt4Ga CHANNEL TYP. !A. sloe iv 2 In' 50 36' LG. KNEE BRACE - 2 114. 5C. Tu TUBE COLUMI\ TYP EA. SID! b INSERTED INTO I 2 1 I. 2 0/2'50. TUBE � 21rzx1a FIN GRADE OR 2112'x14GA. BAS! RAIL TOP OF CONC. BASE RAIL FIN. GRADE OR , TOP Of CONC. 21 -& ThRU 29'-0' NOMINAL I, (22' BLDG . TnRU 30 BLOCS L 11'-0' TnWI Z$'•e' NOMINAL L A -FRAME DOUBLE BOW "DB" BUILDING SECTION (12'BLOCS 1nRI126•BLOCS (SCALl-III5) A -FRAME SINGLE BOW "SB" BUILDING SECTION ISCAU: NTS) -- PEAK BRACE 5CHEDULE WIDTH 512E LENGTH 12 2 1/2"XI4GA. CHANNEL 2'-0' 14 2 1/2"X14GA. CHANNEL 4'-0' 16 2 1/2'XI4GA. CHANNEL G-0' 18 2 1/0XI4GA. CHANNEL 6'-0' 20-22 2'X 14GA. 50. TUBE 10'-O" 24-26 2'X 14GA. 50. TUBE 14'-0' 28-30 1 2'X 14GA. 50. TUBE 10-0' INSERT TO BE FULL MEIGMT. FIELD BOLT W/ TEKS * 112x 1. 0 12- VC - STAGGER OPPOSITE FACE 5.B. = SINGLE BOW D.B. = DOUBLE BOW F = FULLY ENCL05ED (CLOSED) P = PARTIALLY ENCL05ED (OPEN) G.5. = GROUND SNOW L.L. = LIVE LOAD RnW C'rHFnl 11 F IMP i.. rn111KAM KAFKARP(PCP_AI Ir -F AAIn rPArIKI!_L WIND (MPH) 90-100 110-120 130 -150 GS/LL BLDG. 4 WIDTH BLDG. 4 WIDTH BLDG. 4 WIDTH 12-20 22-26 28-30 12-20 1 22-26 28-30 12-20 22-26 28-30 20/20 F 14w. 5 D @ CO 12GA 5.0 @ GO 14" D.D. @ S4• 14GA A 5.D. @ GO 12GA. S.D. @ Go 14GD.D. @ 54' 144A. S.D. @ 4D' 14w. S.D. @ 4D' I.w D.D. @ 46' 12w. S D @ 34• 14Gw D D @ 34• 1464 S D @ 34• :2GA. S D O Sa• .4w. O.tl. @ 45' 14w S D @ 46' 14w. S.D. L .O' t 4G.. D.D a.& 30/20 F 14" S.D. @ W 12" S.D. @ W 14" D.D. @ 54• 12GA S.D. @ N' 12GA. 5.5. @ 54' 14GA D.D. @ SA' 12GA 5.0. @ 34' 12w. S.D. @ 34• 14GA D D. 0,W P 14 Gr.. b.D Q 34' 12w. S.D. @ 4B ..CA D D. @ b4' 12w S tl. 8 46• 12GA. 5 D. 6146- 140A D b @ 46• 12CA AD A 42 12C- b.D @ 4r A & A ENGINEERING CFVR. • STRUCTURAL @JCllf14 5911 Rcagumm PL, Suite B Tel (419) 292-1983 Toledo, Ohio 43623 Fzr (419) 292.0955 Metal Buildings Inc. 170 Holly Springs Rd. Mr. Airy, NC 27030 "W- 97-3597 M.UN -1-336.789.3[16 FAX -1-3367894122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: TYP BLDG. SECTION SHEET NO.: 3 OF 9 sew . DATE SIGNED: 11/5/2010 a* Tyr FTG. DETAIL SEF SnT PURLINS SEE - SCnD SnT. %9 SnEATnING . CURRUGATED OR PAINTED . RIB nT. 3/4' IOA51) OR EO. :)NAL SIDE PANI G• ANCnOR 15 REO AT END BOW5 4' - I OGA. nAT ChANNEt 0 4014[ G' ANCnOR 15 REO'D AT END FTG DETAIL. — `BO%yS 5FE SnT. 9 / I \ G- INTERNI ANCnOR 5 SCnEDULE SnEET 3!5 FOR mm.1 5EE SnEET 719 FOR SIDE SPACING WALL OPENING LENGTn AS PER CUSTOMER ORDER HOKIZ. 51DE ELEVATION (SCALE: NTS) I 1 I I TI ANCnOR SEE SnEET 3/5 FOR NAx.I I SEE 5nF.ET Try FOR SIDE SPACING / ,(I'- WAU OPENING T LENGTn AS PER CUSTOMER ORDER VERTICAL 51DE ELEVATION (SCALE: NT5) 1E d' A & A ENGINEERING CIVIL • Silt 11('ItI RAI. nlo 'I"".'. 5911 Itun2k.,ntc PI., Suilc 11 Tel: (419) 292-198 1) I olcJU. Ohio 43121 1':u. (419) 292.0955 I Metal Buildings Inc. 170 Holly Springs Rd. Mr. Airy, NC 27030 14&597-3S97 MAnt -1-336789.3818 FAX -1.3367894122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: SIDE ELEVATIONS 5HEET NO.: 4 OF 9 C`1 1 DATE 51GNED: 11/5/2010 1/8' FILLETXI-U2' LG. @ 8- CJC STITCH WELD BOTH SIDES - STAGC:ERED - TW. STEEL SHEATHING (SEE FA5TEHER5CHED. FOR ATTACHMENT) -NO SCREWS REQUIRED IN BOW BEND NOTCH LrR BE)/T - ROOF BENT: (76•) FORM 510E5 AROUND GALV.'OR EO. UPPER BERT - WELD ALL AROUND SLEEVE TOP MEMBER IIITC BTM. MEMBER KNEE BRACE REGULAR DOUBLE BOW I .A SECTION DETAIL 3 (SCALE: NTS) STEEL SHEATHING � 3 (SEE FA5TEtIfR SCHED. FOR ATTACHMENT) r SNOW LOAD ../6' FILLETXI- I /216. $ 8- VJ C C/C STITCH WELD BOTH t) SIDES - STAG GERED - TYP. N V T5 2 1/4'X2 1/4'-1 2GA . 6' S710 TS 2-I/4X2-I/4 . 12GA-6' KNEE BRACE SLEEVE 5HOP WELDED TO v O o O TOP AIID FIELD BOLTED TO N VERT. SAME ;IUM. OF E LL' SCREWS AS BOTTOM SEE u SHEET 7!B KNEE BRACE d A -FRAME DOUBLE BOW I.B SECTION DETAIL 3 (SCALE: NTS) T521/4.21/4.1.7GA- FIE ED (6) TEK # 12X (6) TEKS r12XI' � ' vU BASE RAL - COLUMN/ BASE RAIL DETAIL (SCALE: NT5) FASTENER 5CHED.. TYPE: TEK5 N 12X 1 I/2' 5CREW5 W/ NEOPRENE/5TEEL WASHER @ G. -CC OF CORNER PANEL AND 8'C/C ELSEWHERE. MIN. ONE FA5T. PER 5PAN AT 51DE LAP PANELS MIN. 4' GC AT EDGE LAP PANELS W/ 51UCON STEEL SHEATHING (SEE FASTENER SCHED. FOR ATTACHMENT) NO SCREWS REQUIRED IN BOW BEND r n� NN� CO ROOF BENT: (76•) s u GALV. OR EO. o 0009 KNEE BRACE 2, O 0� S �+ z uad REGULAR SINGLE BOW 2.A SECTION DETAIL 3 (SCALE: Nis) PURUN 5CHD. SNOW LOAD HAT CHANNEL SPACING 20 48' CC ,7 I 1/2' DEPT - I8GA. 13 (5EE PURLIN 5CM'D) CONT. EDGE TRIM 2 1/2X2 1/2.2%A ALUM CONT. EDGE TRIM 2. 11W 1/2.29GA ALUM ANGLE.. ATTACH W TEKS SCREW w/ NEOPRENFJ ANGLE ATTACH W/ TEKS SCREW W/ NEOPRENE; 11� STEEL WASHER EVERY 2 RIB5 AS NEEDED PER STEEL WA5HER EVERY 2 RI55 AS NEEDtD PER 32 ( SHEET MFR.'S RECOMMENDATION SHEET MFR.5 RECOMMEI-IDATION ROOF PANELS ROOF PANELS 1211 TRIM DETAIL ROUE BENT ROOF BENT — (5EE SCHED. FOR TUBE SIZES) (5[E SCHED. FOR TUBE SIZES) (SCALE: NT51 EDGE DETAIL I EDGE DETAIL 2 (SCALE: Nis) 4 (SCALE: NT5) 4 A & A ENGINE y.a: iw 5911 Rcnai"mice III, Suite B 'rd: (419) 392.19!3 '1'ulcdu, Oh 1n 43623 Fas: (419) 292.1055 Metal Buildings Inc. 170 Holly Springs Rd Mr. Airy, NC 27030 I-MS97-3S97 MAIN -1.336789.321 t FAX -1-336789.4122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: SECTION DETAILS SHEET NO.: 5 OF 9 a8 N V T5 2 1/4'X2 1/4'-1 2GA . 6' S710 KNEE BRACE SHOP WELDED TO TOP AND FBOLTED TO VERT. SAME NUM. OFpcc �COLUMN•BASE q. - 1 �ASCREWS AS BOTTOM OEE1— OC HA7 CHANNEL CONNECTION)! O @ 48 -OC KNEE BR a- a. ff TYPICAL A -FRAME VERTICAL A -FRAME SINGLE _DOW (D25 SECTION DETAIL SECTION DETAIL (SCALE: NTS) (SCALE. NTS) CONT. EDGE TRIM 2 1/2X2 1/2.2%A ALUM CONT. EDGE TRIM 2. 11W 1/2.29GA ALUM ANGLE.. ATTACH W TEKS SCREW w/ NEOPRENFJ ANGLE ATTACH W/ TEKS SCREW W/ NEOPRENE; 11� STEEL WASHER EVERY 2 RIB5 AS NEEDED PER STEEL WA5HER EVERY 2 RI55 AS NEEDtD PER 32 ( SHEET MFR.'S RECOMMENDATION SHEET MFR.5 RECOMMEI-IDATION ROOF PANELS ROOF PANELS 1211 TRIM DETAIL ROUE BENT ROOF BENT — (5EE SCHED. FOR TUBE SIZES) (5[E SCHED. FOR TUBE SIZES) (SCALE: NT51 EDGE DETAIL I EDGE DETAIL 2 (SCALE: Nis) 4 (SCALE: NT5) 4 A & A ENGINE y.a: iw 5911 Rcnai"mice III, Suite B 'rd: (419) 392.19!3 '1'ulcdu, Oh 1n 43623 Fas: (419) 292.1055 Metal Buildings Inc. 170 Holly Springs Rd Mr. Airy, NC 27030 I-MS97-3S97 MAIN -1.336789.321 t FAX -1-336789.4122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: SECTION DETAILS SHEET NO.: 5 OF 9 B B B B B B _L a, 1,I Stt 9CnEDutf SEG SCnEDUtE 29••6- MAx. REGULAR END WALL W/ OPENING (SCALE: NTS) B B B B B B I SEE 5CITEDUIf I SEE SCnEDULE ,1 6' . 1 7 29'•o' MAx. A-FRAMEEND WALL W/ OPENING (SCALE- NTS) 4•. 16". MAT CnANNEL Q 4a'C C B B B 12 3r: ANGLE ' BRACKET TYP. B 12 13 BASE R/11L REGULAR END WALL (SCALE: NTS) B B B B 2 112'X2 1 /2x A14" END POET x2' I BGA. ANGLE CUP 1 IPA 1 E SECURE ( GGA. URE TO POST AND CUP ANGLE SECURE TO E 2 1/2x2 1/2x14DtR w/ IHx3/4.505 BOW POST AND BASE RAIZ TENERS 12) ON BOTTOM w/ H) I /4x3/4' SD55 ntaOCR (2) ON SIDE (2 REOu1RED) TS 2 1/2x2 1/2x14GA. CONTINUOUS BA51 RAIL END 1 END BOW/BASE RAIL 2 HEADERIRAIL CONN_ 6 CONNECTION (SCALE: NTS) (SCALE- Nis) Gx6x 12 GA. f.5. MIN. • (3) 1/4x1• SCREWS AT EA. MEMBER TYP. T5 2 1/4 X 2 1/4 14GA. FOR 120 MPM WIND. TYP. A -FRAME END WALL (SCALE: NTS) MAX. END WALL OPENING CARPORT MAX. DOOR HEADER WIDTM WIDTM 512E 12'-1 G' B' i -NE AGx l 2 GA. E.S. MIN. • (3) 1/4x1' SCREW5 AT 10' 75 2 114X 2 1/4 - 12GA. 152 1/2 X 2 1/2- 14GA. 12' I EA. MEMBER TYP. \, 1\`\ J7,\ \`\ ANGLE BRACKET W. 2x I • SC PER MEMBER • TYP. ^ i �� O ��� 75 2 1/4 x 2 114 14GA FOR 120 I MPM Y/IND ONLY. TYP. BASE R/11L REGULAR END WALL (SCALE: NTS) B B B B 2 112'X2 1 /2x A14" END POET x2' I BGA. ANGLE CUP 1 IPA 1 E SECURE ( GGA. URE TO POST AND CUP ANGLE SECURE TO E 2 1/2x2 1/2x14DtR w/ IHx3/4.505 BOW POST AND BASE RAIZ TENERS 12) ON BOTTOM w/ H) I /4x3/4' SD55 ntaOCR (2) ON SIDE (2 REOu1RED) TS 2 1/2x2 1/2x14GA. CONTINUOUS BA51 RAIL END 1 END BOW/BASE RAIL 2 HEADERIRAIL CONN_ 6 CONNECTION (SCALE: NTS) (SCALE- Nis) Gx6x 12 GA. f.5. MIN. • (3) 1/4x1• SCREWS AT EA. MEMBER TYP. T5 2 1/4 X 2 1/4 14GA. FOR 120 MPM WIND. TYP. A -FRAME END WALL (SCALE: NTS) MAX. END WALL OPENING CARPORT MAX. DOOR HEADER WIDTM WIDTM 512E 12'-1 G' B' 75 2 1/4X 2 1/4 - 12GA. I& 10' 75 2 114X 2 1/4 - 12GA. 20'-22' 12' T5 2 114X 2 1/4 - 12GA. 24'•30 14' DBL IS 2 1/aX 2 1/4 •14GA. A & A ENGINEERING aVEL • SMUCTURAL » om S911 R ails ^et PL, Suite B Tel: (419) 292.1983 Tok&. Ohio 43623 Faz (419) 292-0955 Metal Buildings Inc. 170 Holly Springs Rd. Mr. Airy, NC 27030 1.4WS97.3597 MAW -1-336789.3818 FAX -1-3367894122 TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA END WALL DETAILS nf:n Nu.: 6 OF 9 DATE 51GNED: 11/5/2010 6' G' LONG T52 1/4'X2 114'111 2C E NIPPLE %V/ (4) SDS FASTENERS. E (1) ON NEAR SIDE. (1) ON FAR SIDE AND (1) ON EACH SIDE Q 3*. UP FROM SPLICE JOINT 1 7 f�r RIDGE LINE J } 2 112-X 14GA. 50. TUBE DOOR RAIL (OPTIONAL) Z'� 1 2'-O' MAX. I' FILLETX I i' LG. @ 1 8' GC STITCH WELD I BOTH SIDES - d STAGGERED - TYP. I � ? W I N I 1 "" ANCHOR AT ' OPENING. TY?. ' I , E.S. 11 01 _6• I 2 `l 7 TYPICAL FRAMING AT 51DE OPENINGS (SCALE: MS) TS 2 1/2X2 1/2 BOW RAFTER 6' LONG TS 2 1/4x2 114' - L_1'NIPPLE TO 12GA. NIPPLE W/(4) 505 -/@.- / (7 ,BASE GVL FASTENERS T5 2 i/2 -A2 1/2' BOW P05T 1 2 1/2x2112' - 14GA CONTINUOUS r75 BASE RAL 75 2 1/2'X2 1/2' BOW P057 BOW/POST 3 DETAIL (SCALE: IlI5) ' � -i/, 6- / NIPPLE TO �/ BASE RAL BOW/BA5E RAIL CONN. DETAIL 7 (SCALE. WS) 2 1/2■2 112.1 POST DOORJAM OR RAL �Q x S 1� � _mac ro : nut T5 2 1/2X2 1/2 BOW RAFTER G' LONG TS 2 1/4'X2 1/4' 12GA NIPPLE. SECURE BOW P;BA5E IPPLE WITH (2)D5FASTENERS ONDE TS 2 12X2 1/2 NIPPLE TO RAL BOW/HEADER l DETAIL_ -(SCALE: Nis) A & A ENGINEERING CWM- STRUCTURAL SQ:(811Gi 5911 AM -I•• u= PL, Suite B Td: (419) 292.1983 Toledo, Ohio 43623 F= (419) 292-0955 i Metal Buildings Inc. 170 Holly Springs Rd. W. Airy, NC 27030 1 80t}597.3597 MAB -1-336.789.3818 FAX -1-336.78964122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS l L.HECKED BY: OA DRAWING TITLE: SIDE WALL OPENNING DETAILS 5HEET NO.: 7 OF 9 C DATE 51GNED: 11/5/2010 75 2 114X2 1/4 . 12CA r sleeve ( Ntto SCRELLII N) TeKs.12X1• ON eACn MEMBER MATCH BASE RAIL FIN. GRADE OR FIN GRADE OR TOP Of CONC. ' TOP Or CONC. 1 1 � SEE SHT. 3/9 FOR TYP. FRAME AIID 5PACIIIG DETAIL I 1 1'.6* THRU 25'•8' NOMINAL MATCH .fkkm FOR (12' BLDGS. THRU 26* BLDG5. 5PACING AND ANCHORAGE 75 2 1/+X2 Ial • 126A I �J• 12•SLEEVE / MELD SCREW5 (4) 11 A -FRAME OR REGULAR 1158° LEAN-TO OPTION 7 , .12X1 OH E/ (SCALE: NTS) 24• LG KNEE BRACE _ 13 IS 2-114X2.114. 12GA • 6' I 1b SLEEVE SHOP WELDED 10 TOP I ur I AND FIELD BOLTED TO VERT. 1 � MATCH BASE RVI— I SAME Num Of 5CPEwS AS BOTTOM (SEE COLumW BASE RAIL DETAIL SnT. 519) 31 - � 1 e CONNECTION DETAIL _ 85CALE: MS) $ IS 2 1/2X2 1/2 - IAGA. 2.15 SINGLE TUBE UP TO 8'-O' POST 2 I/27114GA CHANNEL �l � b iv 1 50. 'INSERT 2 (/412'x14 24• LG. KNEE BRACE – TUBE INTO 2 1/2X14Ga 50. TYP. EA. SIDE TUBE FOR POSTS OVER 8'-O I I b i T5 2 1/2X2 1/2 . 14GA. 1 ' MATCH BASE RAIL FIN. GRADE OR FIN GRADE OR TOP Of CONC. ' TOP Or CONC. 1 1 � SEE SHT. 3/9 FOR TYP. FRAME AIID 5PACIIIG DETAIL I 1 1'.6* THRU 25'•8' NOMINAL MATCH .fkkm FOR (12' BLDGS. THRU 26* BLDG5. 5PACING AND ANCHORAGE 75 2 1/+X2 Ial • 126A I �J• 12•SLEEVE / MELD SCREW5 (4) 11 A -FRAME OR REGULAR 1158° LEAN-TO OPTION 7 , .12X1 OH E/ (SCALE: NTS) 24• LG KNEE BRACE _ 13 2 C I 1b 1 I ur I 1 , MEMI 1 L IS 2.114X2.114 . 12GA • C 1 SLEEVE SnOF wKLOED TO TOP AND r1ELD BOLTED TO VERT SAME NUM OF SCMV5 05 BOTTOM N (SEE COLUM BASE RAIL DETAIL SM. 519) CONNECTION DETAIL—/ -2 LSCALC. Nr51 $ TS 2 112X2 112 - 14Ga 2.B 2 1/2'XI4Ga C"Al4li l —4 24• LG KNEE BRACE TYP. EA. SIDE 1b T5 2 1/2X2 112 - 14GA I ur 1 � MATCH BASE RVI— I - TOP OFF GRACOrIIC. _ I'IE OR 1GRAVE UP Of CUI1OC T\II SEE SnT. 319 FOR TYP FRAME ARID 5FACI14G DtTAIL MAX. 12'•0• JJ f 27'-8' THkU 29'.r NOMBIAL I (28' BLDGS. THRU 30, BLDGS. MATCH TYP. FRAME FOR SPACING AND ANCHORAGE A -FRAME OR REGULAR 11DB1' LEAN-TO OPTION ISCAU NTS) -• _- ''' A & A ENGINEERING CIVIL- STRUCTURAL MNCa Illi 5911 Rmaiss2n K PL, Suite B Tel: (419) 292-1983 Toledo, Ohio 43673 F= (419) 292-0955 I- r -N ----T Metal Buildings Inc. 170 Holly Springs Rd Mr. Airy, NC 27030 14804597-3597 MAIN • I-336789 3818 FAX - (.3367894122 TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 039-10-0920 DRAWN BY: JMs CHECKED BY: OA LEAN-TO OPTION Z)nrn NU.: 8 OF 9 DATE 51GNED: 11/5/2010 DRILL 5/8' HOLE THROUGH THE 5P,5E RAIL AND 5ECURE TO T5 2 1/2X2 I/2X12GA MIN. 4- A CONC. w1 ANCHOR EYE TH 1/2' CONT. BASE RAILSLAB DIETER THROUGH BOLT. OTHERS 2'WA5HER5 2vrA5HER5 1111111) 1 111 I I IF, TOP OF SOIL OR m to CONCRETE SLAB a b 3/4.0 00 TIE DOWN ENGINEERING cc o ON CONC. 5LAB SECTION 48' LONG WITH 3/4' ROD tL a AND 4' MEUX EYE ANCHOR. (2) 4.0 b b to v ii g MIN. 4' CONC. SLAB BY OTHERS 4' EDGE. DIST. BASE RAIL 3" r COULMN POST —ftf-- 12MIN. OR ' AS PER 3 #4 LOCAL CODE CONT. I -O• 1 BA5E OPTIONAL ANCHOR OPTIONAL MOBILE HOME ANCHOR FOR SAND/CLAY (SCALE: NTS) L BRACKET 2 1/2X5111/8' �-- SWIVEL HEAD T52 1/2X2 1/2X14GA ! CONT. BASE RAIL D EXISTING ASPHALT OR GRADE UNDISTURBED 501L ALT HP9-A (314-4X36• BAR) ASPHALT ANCHOR HP9 (3/4'0X29• BAR) ROCK ANCHOR (4) 3/4WDE X I& THICK TABS OPTIONAL ASPHALT/ ROCK ANCHOR DETAIL (SCALE: NTS) ANCHOR 51ZE OPTIONS SCHEDULE (5CALE: M5) L2 1/2X2 1 /2X I /4' A CONC — FOOTING BY OTHERS BASE RAIL 2' MIN. ' �• ' OR As 3 - M4 PER CONT. 4 LOCAL I I' O' I CODE A t ERNATE, FRAME FLU5H W/ CONC. -- (SCALE: NTS) �X SEE ANCHOR 5CHD. SIDE POST FLAT WASHERS 12' SLEEVE BASE RAIL SEE SHT. 7 ° c CO/NC. SLAB OR FOOTER w/ MIN. 12• WIDE X DEPTH AS PER LOCAL CODE ( 12' DEEP MIN.) RAT WALL ALL AROUND (BY OTHERS) SECTION A -A NOTE: (SCALE: NTS) 1: SEE 511T. 2 AND G FOR ANCHOR REOUIREMENTS 2: A55UMED SOIL BEARING CAPACITY 15 1500 P5F 3: CONCRETE STRENGTH TO BE 2500 P51 AT 28 DAYS WIND SPEED (MPH) 90- 120 130 - 150 REMARKS CARPORT WIDTH I 5/8'0X20' 3/4'0X20' THRD. ROD EMBED IN CONC ALL 51ZE5 2 • 5/8*0X7' 3/4"0X 10' INSERT W/ EPDXY IN CONC. ALL 51ZES 3 5/8'0X7' 3/410X I OR UPAN51ON BOLT5 ALL 51ZE5 41 5/8"0X7' I 3/410X 10" WEDGE ANCHORS IN CONC. ALL SIZES 71 SEE ANCHOR 512E OPTIONS 5CHD. BELOW BASE RAIL 1 501L 18'0 FOR 12' THRU 20' BLDG. 24.0 FOR 22' THRU 30 BLDG. PIN ANCHOR DETAIL ON CONCTRETE PIER FOOTING NOTE: (SCALE: NTS) ON LEVEL GRADE DIG A 18%24"0 HOLE 42" DEEP AT EACH ANCHOR POINT. REP05MON BASE RAIL5 OVE HOLES AND DROP A GROUND ANCHOR THROUGH EACH HOLE IN BASE RAIL5. FILL EACH HOLE WITH 2500 P51 CONCRETE OIL CLA551FCATION5: 501L CLA55 SOIL DESCRIPTION 2 VERY DENSE 4 / OR CEMENTED SANDS. COURSE GRAVEL AND COBBLES. COLLCHE, PRELOADED SILTE AND CLAYS 3 MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY STIFF SILTS, AND CLAYS 4 L005E TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS ALLUVIAL FILL AND VERY LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS, ALLUVIAL FILL HELICAL ANCHOR SHALL BE APPROVED FOR USE IN SOIL CLASSIFICATIONS 2,3, AND 4. *TAKEN FROM HUD "STANDARD FOR INSTALLATION OF MOBILE HOMES" A & A ENGINEERING (:I-II.• �IItU(:1'LtltAl. alwfh IMS 5911 Remis%ancc Ill.. %oitc It 'fel: (419) 292.1983 'fulrJn, 01m, 43623 Fax: (419) 292.Wr)55 rN----T Metal Buildings Inc. 170 Holly Springs Rd. Mr. Airy, NC 27030 1.804597.3547 MAJN -1.336-789.3818 FAX -1.336-789-4122 OWNER: TNT METAL BUILDING, INC. LOCATION- FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: ANCHOR OPTIONS SHEET NO.: 9 OF 9 :::j (DATE SIGNED: 11/5/2010 COULM CONC.FOOT BY OTHER5 . 3- SEE ANCHOR 512E BELOW gD15TURBED SOIL 18'0 FOR 12' THRU 20' BLDG. 24'0 FOR 22' THRU 30' BLDG. PIN ANCHOR DETAIL ON CONCTRETE PIER FOOTING (SCALE- N15) NOTE: ON LEVEL GRADE DIG A 18%24"0 HOLE 42' DEEP AT EACH ANCHOR POINT. REPO51TION BA5E RA)L5 OVER HOLE5 AND DROP A GROUND ANCHOR THROUGH EACH HOLE IN BA5E RAIL5. Flu EACH HOLE WITH 2500 P51 CONCRETE I ULJINIU1-\I IUIV LLLVIAI IlJ14 15CALE: NTS) NOTE5: I . CONCRETE PIER5 SHALL BE REQUIRED AT ALL CORNER P05T5 AND AT EVERYOTHER P05T BUT SHALL NOT EXCEED I O-OX 5PACING IN ANY DIRECTION 2. ALL OTHER F05T5 WRH NO CONCRETE PIER ANCHOR 5HALL BE ANCHORED TO THE GROUND WITH 3/4 Y30'LG. ROD. ROD5 5HALL HAVE A WELDED NUT AT TOP AND ONE COAT OF RUST PROVE PRIMER PAINT. 3. A55UMED SOIL BEARING CAPACITY 15 TO BE A MIN. 1500 P5F 4. CONCRETE 5TRENGTH TO BE A MIN. OF 2500 P51 AT 28 DAYS ANCHOR 51ZE OPTION5 5CHEDULE WIND 5PEED (MPH) 90- 120 130- 150 REMARKS CARPORT WIDTH I 5/8'0X20" 3WOX20' THRD. ROD EMBED IN CONC ALL SIZES 2 5/8°0X7' 3/4'0X 10' IN5ERT W/ EPDXY IN CONC. ALL 51ZE5 31 5/8'+0X7' 3/4'0X 10' WAN51ON BOLTS I ALL 512E5 41 5/8"0X7' I 3/410X 10' 1 WEDGE ANCHORS IN CONC. ALL SIZES A & A ENGINEERING CIVIL • i11MICIVItA1. 5711 Itcna6'allcc PI., 3uiw It 'Ili: (419) 3')3.1783 '1 "lido, t Thio 43(21 I -m (417) 37bo755 Metal Buildings Inc. 170 Holly Springs Rd. Mr. Airy, NC 27030 )4804591.3597 MAW -1-136789.3818 FAX .1-3367894122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA D�WW G NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMs CHECKED BY: OA DRAWING TITLE: ANCHOR OPTION PIER FOOTER SHEET NO.: 9 OF 9 DATE SIGNED: 11/5/2010 4' EDGE DIST. MIN. 4' CONC. -I , SLAB BY r— It BASE RAIL OTHERS 2' MIN. OR AS PER 3 #4 LOCAL CODE CONT. ' A BASE ANCHOR ON CONC. 5LAB SECTION (SCALE- NTS) MIN. I/2X2AI/2XI/4�j B OThf SLAB BY OTHERS ANCHO u BASE RAIL 2' MIN. ' OR AS 3 - M4 PER CONT.—i LOCAL I O' CODE A ALTERNATE, FRAME FLU5H W/ CONC. (SCALE: NTS) ri SEE ANCHOR SCHD. FLAT WASHERS �1SIDE P05T BASE RAI112' SLEEVE D CONC. SLAB OR FOOTER W/ MIN. 12' WIDE X DEPTH AS PER LOCAL CODE (12' DEEP MIN.) RAT WALL ALL AROUND (BY OTHERS) SECTION A -A (SCALE: NIS) ANCHOR 512E OPTIONS SCHEDULE WIND 5PEED (MPH) BA5E ANCHOR ALTERNATE ANCHOR 90 - 120 130 - 150 90 - 120 130 - 150 90 - 120 130 - 150 REMARKS CARPORT WIDTH I 5/8'0 3/4°0 7' 10' 5' 7- IN5ERT W/ EPDXY IN CONC. ALL SIZE5 2 5/8'0 3/410 7' 10" 5' 7' UFAN51ON BOLT5 ALL SIZES 31 5/810 3/410 1 7' 10' 5' 7' WEDGE ANCHOR5 IN CONC. ALL 512E5 NOTE: I . PROVIDE A MIN. OF (1) ANCHOR AT ±G' FROM CENTER OF EACH P05T 2. ALL ANCHOR5 SHALL BE A307 OR BETTER 3. A55UMED 501L BEARING CAPACITY 15 TO BE A MIN. 1500 P5F 4. CONCRETE STRENGTH TO BE A MIN. OF 2500 P51 AT 28 DAY5 A ENGINEERING cava. • 1,JUL 71 URAL 5')11 Itenaimanee IN., Suite It Td: (419) 393-1983 'I'�JeJo. 06, 43623 ITae: (419) 213.4055 Metal Buildings Inc. 170 Holly Springs Rd Mr. Airy, NC 27030 1404597-3597 MAIN -1.336799.31)8 FAX -1-336789-4122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMs CHECKED BY: OA DRAWING TITLE: CONIC. SLAB ANCHORAGE 5HEET NO.: 9 OF 9 SLAC• _ DATE SIGNED: 11/5/2010 L BRACKET 2 1/2'X5'.1/8' �— 5%MVEL MEAD TS 2 1/2X2 112X14GA CONT. BASE RAIL --� EXISTING— L. ASPHALT OR ,. GRADE - UNDISTURBED SOIL HP9-A (3!4'0X36' BAR) ASPHALT ANCHOR HP9 (3/4.0X29' BAR) ROCK ANCHOR (4) 3/4WDE X I/8' THICK TABS OPTIONAL ASPHALT/ ROCK ANCHOR DETAIL (SCALE: NTS) DRILL 5/8' HOLE THROUGH 501L CLA55 THE BASE RAIL AND 2 SECURE TO ANCHOR EYE TS 2 1/2X2 I/2X12GA WITH 1/2' DIAMETER THROUGH BOLT. CONT. BASE RAIL COBBLES, COLLCHE, PRELOADED 2'WA5HER5 2'WASMERS MEDIUM DENSE COARSE SANDS, -F 1�1-11 SANDY GRAVELS, VERY STIFF SILTS. TOP OF SOIL OR r m CONCRETE 5ALB 3/4'0 v b N (h MEDIUM DENSE SANDS. FIRM TO 22 STIFF CLAY5 AND SILTS, ALLUVIAL TIE GOWN ENGINEERING iV — N 48' LONG WITH 3/4' ROD O O AND 4' HEUX EYE 4 0 0 0 ANCHOR. ,.,,-(2) v zi ff OPTIONAL MOBILE HOME ANCHOR FOR SAND/CLAY --- (SCALE: NTS) — -- NOTE: HELICAL ANCHORS ARE NOT TO BE USED IF DRIVING TORQUE INTO GROUND 15 LE55 THAN 150 FT-LB5 OR DONT MEET ONE OF THE FOLLOWING 501L CLA551FCATION5. MOBILE HOME / ASPHALT ANCHOR 3/4'0X30' ROD FOUNDATION ELEVATION (SCALE: W5) NOTES: I . MOBILE HOME ANCHORS SHALL BE REOUIRED AT ALL CORNER POSTS AND AT EVERY OTHER P05T BUT SHALL NOT EXCEED I 0-01M SPACING IN ANY DIRECTION. 2. ALL OTHER P05T5 WITH NO MOBILE HOME ANCHOR SHALL BE ANCHORED TO THE GROUND WITH 3/49(30'LG. ROD. RODS SHALL HAVE A WELDED NUT AT TOP AND ONE COAT OF RU5T PROVE PRIMER PAINT. 3. A55UMED SOIL BEARING CAPACITY 15 TO BE A MIN. 1500 P5F 4. CONCRETE STRENGTH TO BE A MIN. OF 2500 P51 AT 28 DAYS 501L CLA551FCATION5: ' 501L CLA55 501L DESCRIPTION 2 VERY DENSE 4 / OR CEMENTED SANDS. COURSE GRAVEL AND COBBLES, COLLCHE, PRELOADED SILTE AND CLAYS 3 MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY STIFF SILTS. AND CLAYS 4 L005E TO MEDIUM DENSE SANDS. FIRM TO STIFF CLAYS AND SILTS ALLUVIAL FILL AND VERY L005E TO MEDIUM DENSE SANDS. FIRM TO STIFF CLAY5 AND SILTS, ALLUVIAL FILL HELICAL ANCHOR SHALL BE APPROVED FOR USE IN SOIL CLA551FICATION5 2,3, AND 4. 'TAKEN FROM HUD STANDARD FOR INSTALLATION OF MOBILE HOMES' i' A & A ENGINEERING CIVII. • .1-11W(71111 Al. 5911 Rcnaicc:ultc M., Suilc It 'I'd: (419) 292.19&i Acdo. Ohio 4.1621 Fax: (419) 292.11955 rN----T Metal Buildings Inc. 170 Holly Springs Rd Mr. Airy, NC 27030 1 BO!}597-3597 MAIN . !-3364MII111 PAX -1.336.7894122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMs CHECKED BY: OA DRAWING TITLE: ANCHORAGE SHEET NO.: 9 OF 9 l DATE SIGNED: 11/5/2010 j (Oo�. vel SKETCH OF SURVEY TYPE OF SURVEY.- BOUNDARY PD' N 1' I.P. N. W. CORNER OF LOT 17 _ E. WOODLAND DRIVE 2' CONCRETE 50' R/W N FD. 83.55' P. N 1/2' LR ' 6• S8936'28"E 83.73' M. 58936 06"E 100.04' M. Legal Description 100.00' P. Lot 18, SOUTH PINECREST SECOND ADDITION, according to the plat thereof, as recorded in Plat Book 10, I Pages 89-90, of the Public Records of 1s.4 r Seminole County, Florida. " Property Address: 103 East Woodland Drive Sanford, Florida 32773 lY LOT W 17z OWLn o� 0 go i 0; C6 GENERAL NOTES- 1)LEGAL DESCRPTIONPROVIDEDBYOTNERS H SIRIVGL£ FAMIL E1 LEGEND$ASSREV14TOVS 105 11 0' p ?1.0' c 210' ✓uanL.Zama/ripa; A/C NAVOINO G.PS NORTHALGEODf7/CVERAL04ruTlµf1919 GLO94LPOSITIONOJGSYSTEM SW SIDEWALK J) BUILDING TIESARE TO 7W FACE OF THE WALL ANDARE NOT TO SE USED TO LOT o / 18 ypiry T SEC. SECTION RECONSTRUCTBOLWDARYUNES THEDIMENSIONSOFBU/LDW,(S)ASSHDWNHEREOW B R G REFERENCE CALCULATED EO y•. 10fUE NAR DISC NAIL &DIAC TEL. N88 59'19 "W 8J. 0, 83.54 PLAT LIMITS M. n P. 30 0 15 30 -GRAPHIC SCALE (In Feet) I inch - 30 ft. M. 1/Z" I.R. �a �o NN w w x - 5eA 6'K <� a} le"+ ?.5 o LOT' 19 0 I� 1/?' I.R. 2) UNDERGROUND FEA TURES SUCHAS.IMMOVEMENTS ENCROACM ENTS FOUVOAnONS M FIELD MEASURED S SOUTH ME. KAWTEAIANCEF.ASEMENT LEGEND$ASSREV14TOVS MADEBYTHESURVEYOR. I5)THESE LANDS MAYOESUBJECTTODEDICOTIONS.UMITATTONSRESTRICTIONS.. NA.V.0.1868 DRUTAITIES, FEXISTENT. WERE NOTLOCATEDASAPART OFINS SURVEY ✓uanL.Zama/ripa; RESERVATION.SMIdl7R01HERRfODRDfDENCUMBRANCfSNOTSIfOWNONiHEPIAT. NAVOINO G.PS NORTHALGEODf7/CVERAL04ruTlµf1919 GLO94LPOSITIONOJGSYSTEM SW SIDEWALK J) BUILDING TIESARE TO 7W FACE OF THE WALL ANDARE NOT TO SE USED TO AC AIR CONDITIONER AIRCO✓G N. ypiry T SEC. SECTION RECONSTRUCTBOLWDARYUNES THEDIMENSIONSOFBU/LDW,(S)ASSHDWNHEREOW B R G REFERENCE CALCULATED EO NSD N.R. NAR DISC NAIL &DIAC TEL. IELSOM NEFACrtInES DONOTMAxU0EANS4VEOVERHANGUNLESSNO7ED. CM CONCRETE MONUMENT OH.L. OVERHEAD LINES T.OB 7X T 1RANFANSFQRMRMER 4) NOIUEMO7Gg77ONFOUND ONPROPERTYCORNERS UNLESS OTHERMSESHOWN CONC CONCRETE O.R.B. OFF/C14LRECORDSBOOK TYR TYPICAL 5)DWEN90NSSHOWNAREPEA TANDAIEASUREDUNLESSOTHERWISESHOWN. CALC CALOWLAIED P P Ar U.E. UTRI71FASIiMEM 6)BEAROJGSSHOWN HEREON ARE REFERENCED TOPIE I INE NOTED aR. GTV CABLE TELEVISIONRLEER P.B. PLATBOOK W. W 7) THESURVEYDEPICTEDHEREON FORAISACLOSEDGEOMETRIC FIGURE. CB CHOPDDEARING PC. PowroicURVATURE W.M WATERME7ER TE B) TNS SUR VEY6PREPARED FOR THE EXCLUSIVEUSE ANoSENEF17OFTHE PAR 77ES Cil CHORD PC. C. POINTOFCONPOLMDCUR VATURE LISTEDHOPEAN.LLABOnYTOTHOPDPARAESMAYNOTBE7RANSFERREDORASS/GNED. CO D CORNER DESCRIPTION OR RCA PG. PERANNEMCONTROLPOYM PAGE SYMBOLS �CENTRAL/AN D) TVs OAA WING A44YNOTBE70SCALEDUE 70ELECTROWICTRANSFERORCOPY. O.E. ENTDEE LYLI/NAGEFASEMEM P.I. PONTOFOJTERSECTADN � CENIRALANGLLAE[7A 10) INS SURVEY DOES NOTREFLECTORDETERMINE PROPERTY OWNERSHIPOWNERSHIP EL. ELEVATION PK PARKERXAYLONNAQ p CONCRETE OF FENCESFANY.WERENOT DETERMMEDASAPART OFTHIS SURVEY ELEV. ELEVATION P.O.L. POINTONLWE ® CONC. BLOCK WALL TYPICAL. 11) THE SURVE Y DEPrIED HEREONAS NOT INTENDED TO SHOW THE LOCI TION OR E. EAST P.P. UTiUTYADLE CEM COWREOAREA EXISTENCEOFANYOE7LANDORJURIWCTANUAREAS THEREMAYBEAREASWTTNN EDA EDGE OFPAVEMEM PVC F&nwKCHLORIDE 1050 EXISTIMOELEVATION THE BOUNDARIES OF THIS SURVEY TKA TU4YBECONSIDEREDJURISOICTKJWBY EO.W. E.PUE. EDGE OF WATER ELECMICPOWER ROD POC POINT OF BEGINNING POM OF COMMENCEMENT 0 PVC FENCE PROPERrYCORNER VARlOVSAGENC/ES. ry E M VTXI17) PR.G PWIANE4T ® yTEBENCf/ANRK INS SVRVFYISVALID INACCORDANCE WITH F.S.V778U,FOR APERIOD OF90DAYS ESMr. EASEMENT PRM EFERECEMaURVE PERIANEMREFEREACfAIOK411FM ® WELL FROM THE a4 TE OFCERTIF/G1 TION F.F. FINLSHEDFLOOR PT. PONT OF TANGENCY _x_■- WIRE FENCE 1J) TVs SURVEYISWTENOEOFORMORTGAGEOPRER94NCEPUROMSOMY.AND IS FD. FOUNO R. RWIVS ® WOOD DECK Va LWM YFOR THIS USE BY THOSE TO WHOM IT ISCER T)FTED. TNS SURVEY AS NOT I.P. OWPFE RAO. RADIAL WOOO FENCE 708EUSEDFORCONSMUC77O! PERWrrM'G. DESIGN ORANYOTHERUSE WITHOUT IHEWR/I7ENCONSEMOFTHfAT1ESTiNGSURVEYQR I.R. L ARONROD ARCLENGTN RAO. PT. RADIUSPONr ROW RIGHT OFWAY U) INS 6NOTANALTAACSMLAND rMESURVEY.NDEXAMOVATTONOF?ME WAS M FIELD MEASURED S SOUTH ME. KAWTEAIANCEF.ASEMENT CERA\E\EO�O. MADEBYTHESURVEYOR. I5)THESE LANDS MAYOESUBJECTTODEDICOTIONS.UMITATTONSRESTRICTIONS.. NA.V.0.1868 NOR1HAMfR/GWVERnCALCAOATUMIBBB ✓uanL.Zama/ripa; RESERVATION.SMIdl7R01HERRfODRDfDENCUMBRANCfSNOTSIfOWNONiHEPIAT. NAVOINO G.PS NORTHALGEODf7/CVERAL04ruTlµf1919 GLO94LPOSITIONOJGSYSTEM LandCastle Nfle, LLC.; FLOOD ZONE NA 'D. 27 NAD M NORTH AMERCANHORIZONW DATUM 27 NOR IN AMERICAN HORIZONTAL DATUAI 18th Fidelity National Title Insurance Company, I FOR W FM"TIONIIL PUFF WSCILY T Bank o/America, N.A., its Successors SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN FLOOD ZONE -x', PER F I.R M. COMMUNITY 8 PANEL NUMBER 120284-MODF. LAST REVISION DATE 001281407. CCURACY OF anftr assigns. THIS SURVEYOR MAKES NO GUARANTEES A9 TO TME A "ME. THE ABOVE INFORMATION IT IS SUGGESTED THAT A FLOOD ZONE DETERMINATION BE VERIFIED FROM THE COUNTY IN WHICH THE SUBJECT PROPERTY UES IN COMPLMNCE WITHFLORIDA ADMINISTRA THE CODE81G17d 001(7)(0), FLOC47IOV OF THIS SURVEY SKETCH IS COPYRIGHTED MATER14L. 0 as OurD iHLSNTS OR �ORAfA NM�TBERRV4WECORD. OTHER O O RIHOSE �o�NA D�MAVPER. SHEET 1 OF.1 Section 12, Township 20 South, Range 30 East SURVEYORS CERTIFICA TION Drown By. PAUL L I Survey Number. 10-0297 I. THE UNDERSIGNEDREG/STEREDSURIEYDR. HEREBY CER77FYTHATTHIS DOCUMENT WASPREPAREO UNDERMYDIRECTSUPERVISIONAND THAT TO rMEBEST OFMYKNOWLEDGE, OJFORMAI70N, AND 4 BELLEFISA TRUEANDACCURATEPRESENIAWYOF THEWFORAN al aDtaxtilaors 13UV'Vu Gr 4i =%pplaw, 17711 SUGAR PINE WAY PHONE 407-385-3151 MONTIMME, FLORIDA 34756 4007-385-3152 CERMCATE OF AUTHORIZATION LB7723 FAX 1-888-841-8789 LAST DATE OFFIELDSURVEY-.4-1-2010 SIGNATURE DATE 44-Mla n GARLAND L. HARMAN, RegisJBlFid Land Sulvej NOT VALID WITHOUT THESIGNATUREANO THE ORIGINAL SURVEYORAND K4PPERAND10RANAUTHEN7rATED El OF SEAL REGULAR/ A FRAME - VERTICAL/ hORIZ. W - 12' ThRU 30 CARPORTS (STATE OF FLORI DA) A5 PER DESIGN CRITERIA J— DE51GN NOTES I ALL CONSTRUCTION SHALL BE PROVIDED IN m ACCORDANCE WITH IBC 2006. OSHA. A15C. A5CE7-05, AWSD 1.1 CODES AND ALL APPLICABLE LOCAL REOUIREMENT5. 2. SHELTER BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON SHEET 9 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING ORIGINAL. 4. ALL SHOP CONNECTIONS SHALL BE WELDED CONNECTIONS. 5. ALL FIELD CONNECTIONS SHALL BE ; TEK5 N 12 (1/47( I'). I C. STEEL SHEATHING SHALL BE 29GA. CORRUGATED GALV. OR PAINTED STEEL - MAIN -RIB HT 3/4' (FY=8OK51) OR EO. 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS SHALL BE GRADE 50 STEEL. 8. 5TUCTURAL TUBE T52 1/27(2 1/2' - 14GA. 15 ' EOUIVALANT TO T52 IMN2 1/4' - 12GA. 9. STRUCTURAL TUBE T52 1/4'X2 1/4' - 12GA. SHOULD BE ACCEPTED IN LIEU OF T52 I/4'X2 1/4' -- 14GA. FOR IT 15 A BETTER STRUCTURAL TUBING. DE51GN CRITERIA PREVAILING CODE- FBC 2007 / 2009 AMENDMENTS USE GROUP: U (CARPORTS, BARN5) BA51C WIND VELOCITY: 90 TO 150 MPH (SEE SCHEDULE) ROOF DEAD LOAD: 2.0 P5F . ROOF LIVE LOAD: AS PER GROUND SNOW MIN. 20 P51' GROUND SNOW LOAD: O TO 30 PSF (SEE SCHEDULE) IMPORTANCE FACTOR =SNOW 0.8 WIND 0.87 SEISMIC 1.0 SEISMIC DESIGN CATEGORY. A LOAD COMBINATIONS• DL+LL, 0.6DL+WL DL+0.75LL+0 75WL DRAWING INDEX ................................................COVER SHEET 2.................................................FLOOR PLAN 3..............REGULAR/ AFRAME BLDG. SECTIONS 4.......................................SIDE ELEVATIONS 5.........................................SECTION DETAILS 6.........................................END WALL DETAILS 7 ........................... .......OPENING DETAILS 8...........................................LEAN-TO OPTION 9..............................................ANCHORAGE ' A & A ENGINEERING r.Ivu. • sneucruK,ll. 5911 8cnaism occ PI.. Suite 14 'I'cl: (419) 2292-198.1 'Toledo, (.)hio -13621 1 -'ax: (419) 292.10955 Metal Buildings Inc. 170 Holly Springs Rd Mr. Airy, NC 27030 1.804597-3597 IdAnl -1-336789.3818 FAX -1.336789.4122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: COVER 5HEET NO.: 1 OF 9 %v u THE INFORMATION CONTAINED IN THESE DRAWINGS ARE THE SOLE LICENSE EXPIRES: 02J2�J20 I PROPERTY OFA 6 A ENGINEERING. ANY REPRODUCTION IN PART OR WHOLEA&AENGI ERINc 9PROHIBITED'ONOF DATE SIGNED: 11/5/2010 i REGULAR/ A FRAME - VERTICAL/ hORIZ. W - 12' ThRU 30 CARPORTS (STATE OF FLORI DA) A5 PER DESIGN CRITERIA J— DE51GN NOTES I ALL CONSTRUCTION SHALL BE PROVIDED IN m ACCORDANCE WITH IBC 2006. OSHA. A15C. A5CE7-05, AWSD 1.1 CODES AND ALL APPLICABLE LOCAL REOUIREMENT5. 2. SHELTER BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON SHEET 9 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING ORIGINAL. 4. ALL SHOP CONNECTIONS SHALL BE WELDED CONNECTIONS. 5. ALL FIELD CONNECTIONS SHALL BE ; TEK5 N 12 (1/47( I'). I C. STEEL SHEATHING SHALL BE 29GA. CORRUGATED GALV. OR PAINTED STEEL - MAIN -RIB HT 3/4' (FY=8OK51) OR EO. 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS SHALL BE GRADE 50 STEEL. 8. 5TUCTURAL TUBE T52 1/27(2 1/2' - 14GA. 15 ' EOUIVALANT TO T52 IMN2 1/4' - 12GA. 9. STRUCTURAL TUBE T52 1/4'X2 1/4' - 12GA. SHOULD BE ACCEPTED IN LIEU OF T52 I/4'X2 1/4' -- 14GA. FOR IT 15 A BETTER STRUCTURAL TUBING. DE51GN CRITERIA PREVAILING CODE- FBC 2007 / 2009 AMENDMENTS USE GROUP: U (CARPORTS, BARN5) BA51C WIND VELOCITY: 90 TO 150 MPH (SEE SCHEDULE) ROOF DEAD LOAD: 2.0 P5F . ROOF LIVE LOAD: AS PER GROUND SNOW MIN. 20 P51' GROUND SNOW LOAD: O TO 30 PSF (SEE SCHEDULE) IMPORTANCE FACTOR =SNOW 0.8 WIND 0.87 SEISMIC 1.0 SEISMIC DESIGN CATEGORY. A LOAD COMBINATIONS• DL+LL, 0.6DL+WL DL+0.75LL+0 75WL DRAWING INDEX ................................................COVER SHEET 2.................................................FLOOR PLAN 3..............REGULAR/ AFRAME BLDG. SECTIONS 4.......................................SIDE ELEVATIONS 5.........................................SECTION DETAILS 6.........................................END WALL DETAILS 7 ........................... .......OPENING DETAILS 8...........................................LEAN-TO OPTION 9..............................................ANCHORAGE ' A & A ENGINEERING r.Ivu. • sneucruK,ll. 5911 8cnaism occ PI.. Suite 14 'I'cl: (419) 2292-198.1 'Toledo, (.)hio -13621 1 -'ax: (419) 292.10955 Metal Buildings Inc. 170 Holly Springs Rd Mr. Airy, NC 27030 1.804597-3597 IdAnl -1-336789.3818 FAX -1.336789.4122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: COVER 5HEET NO.: 1 OF 9 %v u THE INFORMATION CONTAINED IN THESE DRAWINGS ARE THE SOLE LICENSE EXPIRES: 02J2�J20 I PROPERTY OFA 6 A ENGINEERING. ANY REPRODUCTION IN PART OR WHOLEA&AENGI ERINc 9PROHIBITED'ONOF DATE SIGNED: 11/5/2010 29GA. WALL TS 2.1/2X2-I/2X14 SHEATHING GA. CONT RAIL G BL DC. LINF. AM • BASE ANCHOR (SCALE. NTS) 29GA WALL TS 2-1/2X2.1/2X14 SHEATHING GA. CONTRAIL BLDG. LINE. • L2 U2X2 1/2X1/4• -31G. R I ALTERNATE ANCHOR • ANCHOR. SEE OPTIONS (SLE' NTS) AND SPACING SHEET 9/9 2 1 /2'X 14GA. 50. TUBE • 13A5E CORNER ANCHOR (SCALE: N75) 2 1% SC ANCHOR SPACING CARPORT WIDTH WIND SPEED (MPH) 1 FIRST AND LA57 ANCHORS � 27 TnRU 30 BIDGS 90-100 +NTERMEDIATE I 1 ARE REQUIRED ON EACH SIDE NEXT TO EVERY BOW I (ANCHORS (TYP) I I I 110-150 NEXT TO EVERY BOW ISEE SHT. 9/9I I I I I I 15PACING I I I I I I I ❑O I ENTRANCE DOpR I I I I N z-------J--------J-------- J---------1—cJ----- C ❑ I I I I END WALL POSTS p 0 j I I I I SEE SHT. 619 FOR oc K 1 I I I I I SPACING I �1 I 1 W I I cj�OPTIONAL MIN 4' I 1 In 0 1 1 1 COHC. SLAB BY 1 = 1 I I OTHERS / I u I O I 1 1 3LL' ------- I --------1 I --------1---------Ic� Opp l— --------I l— , l— I------- ❑ I I I I I 1 I I 1 I 1 I I I 1 1 I 1 ❑ I I I I I I 1 u1 ul u, ul u1 l I PI I I I MAIN BLDG. BOW SEE 5HT. 3/9 FOR SIZE 4 SPACING rz C.J - CONTROL JOINTS ON CONCRETE SLAB OPTION MAX. 20x20' PARTIALLY ENCLOSED. LENGTH AS PER CUSTOMER REQUEST FULLY ENCLOSED. 12' TMRU 20. MAX. LENGTn 50-0' 22' TnRU 3O. MAX LENGTn 100'-0' FLOOR PLAN (SCALE: NTS) TT 29GA. WALL TS 2.1/2X2-I/2X14 SHEATHING GA. CONT RAIL G BL DC. LINF. AM • BASE ANCHOR (SCALE. NTS) 29GA WALL TS 2-1/2X2.1/2X14 SHEATHING GA. CONTRAIL BLDG. LINE. • L2 U2X2 1/2X1/4• -31G. R I ALTERNATE ANCHOR • ANCHOR. SEE OPTIONS (SLE' NTS) AND SPACING SHEET 9/9 2 1 /2'X 14GA. 50. TUBE • 13A5E CORNER ANCHOR (SCALE: N75) 2 1% SC ANCHOR SPACING L2 112X2 112X 114' - 31G. OALTERNATE CORNER ANCHOR • FIRST AND (FST ANCHORS (SCALE. NTS) ARE REQUIRED IN EACH SIDE i i A & A ENGINEERING NG AL - STRUCTMUL swxa uw 5911 u..,+(-.....,. PL, Seim B TeL (419) 292-1983 Toledo, Ohio 43623 Fim (419) 292-0955 r -N ----T Metal Buildings Inc. 170 Holly Springs Rd Mr. Airy, NC 27030 I-MS97-3597 MAIN -1.336.789-3818 FAX -1-3367894122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: FLOOR PLAN 5HEET NO.: 2 OF 9 DATE SIGNED: 11/5/2010 1 CARPORT WIDTH WIND SPEED (MPH) 127hW 20 BUGS 27 TnRU 30 BIDGS 90-100 NEXT TO EVERY NEXT TO EVERY BOW OTHER BOW - MIN. 4 110-150 NEXT TO EVERY BOW L2 112X2 112X 114' - 31G. OALTERNATE CORNER ANCHOR • FIRST AND (FST ANCHORS (SCALE. NTS) ARE REQUIRED IN EACH SIDE i i A & A ENGINEERING NG AL - STRUCTMUL swxa uw 5911 u..,+(-.....,. PL, Seim B TeL (419) 292-1983 Toledo, Ohio 43623 Fim (419) 292-0955 r -N ----T Metal Buildings Inc. 170 Holly Springs Rd Mr. Airy, NC 27030 I-MS97-3597 MAIN -1.336.789-3818 FAX -1-3367894122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: FLOOR PLAN 5HEET NO.: 2 OF 9 DATE SIGNED: 11/5/2010 1 I A MACnINE BENT 5 TSP E.S. • 2 1/4.50 TUBE-- INSERTED UBEINSERTED INTO 2 1/2'50 TI;5E 2 1/4.50. TUBE 3� 02 �3 TYP EA. SIDE \ PEAR BRACE SEE SCmfDULf LEN Tn WELD 2 IRx14GA CMNNEI 361G. KNEE BRACE 1 TYP. EA SIDE Q lV I i 2 12x 14 I FIN GRADE OR BASE RAIL TOP OF CONC 21--8' THRU 29'-8- NOMINAL (22' BLDGS. TnRu 30 BLDG5 REGULAR DOUBLE BOW "DB" BUILDING SECTION (SCALE. MS) 2 1/4.50. TUBE I.R MACHINE BENT -1 12 TYP. EA. SIDE 5 - TYP. E.S. 3r PEAR BRACE SEE 5CnEDULE LENGTn 1 STITCn WELD 2 12'50. TUB 2 A TOP MEMBER SL \ \ _ 5 3 PEM BRACE \ ' SEE SCMEDULE 1 / tfNGTH TUBE OLUMN 2 12x 14GA CHANNEtr 1 36' LG. KNEE BRACE I F TYP. EA SIDE 1 � 2 12x 14GA. BASE RAIL FIN GRADE OR 1 TOP OF CONC 1 1'-0' TnRU 25'-0• NOMINAL I, (12' BLDG5 THRU 26' BLDG5 •r REGULAR SINGLE BOW "5B" BUILDING SECTION 2 12' S0 TUBE (SCALE: HIS) 2.B TOP MEMS;ER r PEAK BRACE \ 1� / LENGTH WIDTH / I LENGTH 12 2 1/2'XI4GA. CHANNEL 2'-0' 14 I 2 12x 14GA CHANNEL 4'-0' 16 2 1/2x1 CnANNEI 6'-0' 18 3G%G. KNEE BRACE I G-0" 2 IR' 50. NEE 36' W. KNEE BRACE 10-0' 24-26 I M. EA. SIDE a TUBE COLUMN TYP. EA. SIDE b • 2 1/4. 50. TU INSERTED INTO 5 2 12' 50. TUBE I ' 2 I Rx 14 fIN. GRADE OR 2 I Rx 14GA BASE RNL TOP OF CONIC. BASE RAIL ) FIN. GRADE OR TOP OF CONC. L 1'-0• TnRU 29'-0' NOMINAL I, -2 t22' BLDGS TnRU 30 BLDG5. n 11'-0' TnRU 25'-0' NOMINAL L A -FRAME DOUBLE BOW "DB" BUILDING SECTION (12'BLOGS.THRU26'BLDGS. x (SCALE. NIS) A -FRAME 51NGLE BOW "5151" BUILDING SECTION (SCAR. NTS) PEAK BRACE 5CHEDULE WIDTH 512E LENGTH 12 2 1/2'XI4GA. CHANNEL 2'-0' 14 2 1/2'XI4GA. CHANNEL 4'-0' 16 2 1/2'XI4GA. CHANNEL 6'-0' 18 2 1/2'X14GA. CHANNEL G-0" 20-22 2'X 14GA. 50. TUBE 10-0' 24-26 I 2'X 14GA. 50. TUBE 14'-0' 28-30 1 2'X 14 GA. 50. TUBE 16'-O' INSERT TO BE FULL NEIGNT. FIELD BOLT W/ TEKS * / 12711' @ 12' GC - STAGGER OPPOSITE FACE 5.8. = SINGLE BOW D.B. = DOUBLE BOW F = FULLY ENCLOSED (CLOSED) P = PARTIALLY ENCL05ED (OPEN) G.S. = GROUND SNOW L.L. = LIVE LOAD FIf11A/ rrHFr)l II F fTnP A illi I ILAAI KAFI.ARFPC, f_AI If_F AAIn 4'.PArIhl!_t WIND (MPH) 90-100 110-120 130 -150 G5 / LL BLDG. 4 WIDTH BLDG. 4 WIDTH BLDG. 4 WIDTH 12-20 22-26 28-30 12-20 22-26 28-30 12-20 22-26 28-30 20120 . D.D. 0 54- 14. S.D. 0 4D• 14GA. 5 D. 0 4D• 14w. D D. 0 4D- F 14w. 5.5 0 GO 12w. 5.8 0 GO 14w. D.D. 0 34• 14w. S.D. 0 GO 12w. 5 D 0 GO 14ww P 14w. s D 6 co• 12C- S.D. 6 a4• 14G., D.D. ®54• 1.w s D. g s+• 12w. S.D. 6 34• 14w. D D A •a• 14w s.e. 0 •D• 14w. s.e. s +e• 14G.. D D g 4D• 30/20 F 14GA. 5.D. 0 w 12" S.D. 0 LO 14GA. D.D. 0 541 12w. S.D. 0 54• 120A. S.D. 0 54' 140A. D.D. 0 34' 12w. S.D. 0 54' 1261 D.D. 0 34' 14GA. D.D. 0 4N P 14w. 5 D Q $4• 1 12w. S.D. Q 46• 14w, D.D. A 54• 12w. S.D. 0 4D• 12GA. 5.6. 0 4D• 14w D.D 0 4D. 12w. S.D. 0.7 12G.. 5.8 0.2' 14w. D.D. Q 4D• AENGINEERING CIVD-• S7RUCTlJRAL �JQ IfM 5911 Ren•(•••••••- PL, Suite B Te! (419) 292-1983 Toledo, Ohio 43623 Fm (419) 292.0955 Metal Buildings Inc. 170 Holly Springs Rd. Mr. Airy, NC 27030 1404SMS97 MAM -1-336789.3818 PAIL -1-3367894122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: TYP BLDG. SECTION SHEET NO.: 3 OF 9 DATE 51GNED: 11/5/2010 W TYP FTG. DETAIL - SEf SnT. 9. PURLINS SEE - 5CnD SHT 5/9 SHEATHING . CORRUGATED OR PAINTED - RIB MT 3/4• IOFSI) OR EO. ANAL SIDE PANI G' ANCHOR 15 REO AT END BOWS 4- . 1 BGA .AT CHANNEL ® 46 -GC III _6• ANCHOR IS 77`t5— REOD AT END FTG Dffa11p L - wti� SEE SHT 9 / 1 I 11 / 61 INTERNI ANCHOR 9 SCHEDULE SHEET 3/9 FOR MAX SEE SHEET 7/9 FOR SIDE SPACING L WALL OPENING LENGTn AS PER CUSTOMER ORDER hOP,12. 51DE ELEVATION (SCALE: NT5) r--1—rT-r I I I I I M 6• INTERMEDIATE I I ANCHOR SEE 1 _ 1 II II II 5nEET " FOR MAX. L I SEE SHEET 7/9 FOR SIDE SPACING 4 L WALL OPENING LENGTn AS PER CUSTOMfit ORDER VERTICAL 51DE ELEVATION (SCALE- M5) WE 29 Gj&CA ENGINEERING 5)11 Itenai-ancc 14 . Sui1c 11 Td: (419) 2)2.1)83 Toledo, Ohio 43( 10 Fmv (419) 2')2.11)55 Metal Buildings Inc. 170 Holly Springs Rd Mr. Airy, NC 27030 1.804597-3597 MAIN .1-336789.3818 FAX -1-3367894122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: SIDE ELEVATIONS 5HEET NO.: 4 OF 9 C` DATE SIGNED: 11/5/2010 I/8• FILLETX I - I/2• I.G. @ 6 - CIC STITCH WELD BOTH SIDES STAGGERED - TYP. STEEL SHEATHING (SEE FASTENER5CHED. FOR =, I ATTACHMENT) - NO SCREWS REOUIRED Od BOW BEND ' � NOTCH LOWER BENT - ROOF BENT. (76') FORM SIDES AROUND GALV.'OR EO. UPPER BENT - WELD ALL AROUND SLEEVE TOP MEMBER 1117[ BTM. MEMBER KNEE BRACE REGULAR DOUBLE BOW I .A SECTION DETAIL 3 (SCALE- NTS) STEEL SHEATHING (SEE FASTENER SCHED. FOR ATTACHMENT) INO SCREWS REOUIRED - IN BOW BEND W W IIS ROOF BENT: (76% s u GALV. OR EO. a O oocc KNEE BRACE N 0 O S oaZ REGULAR SINGLE BOW2.A SECTION DETAIL 3 (SCALE • NTS) PURLIN 5CHD. SNOW LOAD HAT CHANNEL SPACING 20 46'QC STEEL SHEATHING 12 (SEE FASTENER SCHED. I I/2' DEPT - 18GA. 3 FOR ATTACHMENT) L �3 (SEE PURLIN 5CH'D) A -FRAME DOUBLE BOW SECTION DETAIL �3J (SCALE- NTS) TS 21/4a21/4.14GA FIELD BOLTED - z (6) TEKS M 12X I • � ; � W �U BASE RAIL COLUMN/ BASE RAIL DETAIL (SCALE: NT5) FASTENER 5CHED. : TYPE• TEK5 # 12X1 I/2' SCREWS W/ NEOPRENE/57EEL WASHER @ 6•C/C OF CORNER PANEL AND 8.00 ELSEWHERE. MIN. ONE FAST. PER SPAN AT SIDE LAP PANELS MIN. 4. C/C AT EDGE LAP PANELS W/ SILICON TS 2 1 /4'X2 1/4*- 1 2GA - 6' SLEEVE SHOP WELDED TO TOP AND FIELD BOLTED TO VERT. SAME NUM. OF SCREWS AS BOTTOM (SEE COLUMN -BASE CONNECTION) uo� Q W 0Op 020 2 0 �2W oaa A -FRAME 51NGLE BOW 2.B 5ECTION DETAIL 3 (SCALE- NTS) I 3'--' 2 2 TRIM DETAIL (SCALE: NTS) KNEE BRACE 4' - 18GA HAT CHANNEL @ 48 -OC TYPICAL A -FRAME VERTICAL SECTION DETAIL (SCALE: NTS) CONT. EDGE TRIM 2 1/2X2 1/2.29GA ALUM ANGLE ATTACH W/ TEKS SCREW W/ NEOPRENE/ STEEL WASHER EVERY 2 RIBS AS HEEDED PER SHEET MFR.5 RECOMMENDATION ROOF PANELS ROOF BE14T (SEE SCHED. FOR TUBE SIZES) CONT. EDGE TRIM 2 1/2x2 1/2-29GA ALUM ANGLE ATTACH W/ TEKS SCREW W/ NEOPRENE/ STEEL WASHER EVERY 2 RIBS AS NEEDED PER SHEET MFR.5 RECOMMENDATION ROOF PANELS ROOF BENT (SEE 5CHED. FOR TUBE SIZES) EDGE DETAIL I EDGE DETAIL 2 (SCALE- N75) .¢ (SCALE: NT5) t} ' A & A ENGINEERING I:IVII. • 1I1tU("I'liNr\I. N\CI! Iw 5911 Rcnai»ancc IN., 5uilc 1) 'I'd: (419) 292.1183 '1'okdu, C)hio 43623 I`= (419) 292.4055 r -N ----T Metal Buildings Inc. 170 Holly Springs Rd Mr. Airy, NC 27030 14MS97-35W MAN -1-336789.3818 FAX -1-3367894122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: SECTION DETAILS SHEET NO.: 5OF9 /8' FILLETXI- 1 /2'LG 8'C/C STITCH WELDOTHSIDES - STAGGERED - TYP. �TS 2-1/4x2-1/4 - 12GA-6. Ik rL SHOPWELDED TO OSLEEVE O TOP AND FIELD BOLTED TONOaVERT SAME NUM. OF ; On SCREWS AS BOTTOM SEE iO 2SHEET 7/8 KNEE BRACEu ~ a A -FRAME DOUBLE BOW SECTION DETAIL �3J (SCALE- NTS) TS 21/4a21/4.14GA FIELD BOLTED - z (6) TEKS M 12X I • � ; � W �U BASE RAIL COLUMN/ BASE RAIL DETAIL (SCALE: NT5) FASTENER 5CHED. : TYPE• TEK5 # 12X1 I/2' SCREWS W/ NEOPRENE/57EEL WASHER @ 6•C/C OF CORNER PANEL AND 8.00 ELSEWHERE. MIN. ONE FAST. PER SPAN AT SIDE LAP PANELS MIN. 4. C/C AT EDGE LAP PANELS W/ SILICON TS 2 1 /4'X2 1/4*- 1 2GA - 6' SLEEVE SHOP WELDED TO TOP AND FIELD BOLTED TO VERT. SAME NUM. OF SCREWS AS BOTTOM (SEE COLUMN -BASE CONNECTION) uo� Q W 0Op 020 2 0 �2W oaa A -FRAME 51NGLE BOW 2.B 5ECTION DETAIL 3 (SCALE- NTS) I 3'--' 2 2 TRIM DETAIL (SCALE: NTS) KNEE BRACE 4' - 18GA HAT CHANNEL @ 48 -OC TYPICAL A -FRAME VERTICAL SECTION DETAIL (SCALE: NTS) CONT. EDGE TRIM 2 1/2X2 1/2.29GA ALUM ANGLE ATTACH W/ TEKS SCREW W/ NEOPRENE/ STEEL WASHER EVERY 2 RIBS AS HEEDED PER SHEET MFR.5 RECOMMENDATION ROOF PANELS ROOF BE14T (SEE SCHED. FOR TUBE SIZES) CONT. EDGE TRIM 2 1/2x2 1/2-29GA ALUM ANGLE ATTACH W/ TEKS SCREW W/ NEOPRENE/ STEEL WASHER EVERY 2 RIBS AS NEEDED PER SHEET MFR.5 RECOMMENDATION ROOF PANELS ROOF BENT (SEE 5CHED. FOR TUBE SIZES) EDGE DETAIL I EDGE DETAIL 2 (SCALE- N75) .¢ (SCALE: NT5) t} ' A & A ENGINEERING I:IVII. • 1I1tU("I'liNr\I. N\CI! Iw 5911 Rcnai»ancc IN., 5uilc 1) 'I'd: (419) 292.1183 '1'okdu, C)hio 43623 I`= (419) 292.4055 r -N ----T Metal Buildings Inc. 170 Holly Springs Rd Mr. Airy, NC 27030 14MS97-35W MAN -1-336789.3818 FAX -1-3367894122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: SECTION DETAILS SHEET NO.: 5OF9 B B B B B B _� G• SEE SCnEDuLE SEE SCMEDULE 29'-d' MAX. REGULAR END WALL W/ OPENING (SCALE. NTS) B B B B B B I 6• I SEE SCHEDULE SEE SCHEDULE I 6' �r � 291•8' MAX. T A-FRAMEEND WALL W/ OPENING 2 112'X2 1/2X 14GA END POST 2 1/2'x2 1/2X14GA. — MEADER (SCALE: NTS) B B B B 12 _ - \ 12 3 r 13 ANGLE - \ -- BRACKET ' TYP. BASE RAIL ANCHOR 7521/2X2 1/2. 14GA ANGLE BRACKET w. 21X 1 • ^ PER MEMBER • /,r_` TYP REGULAR END WALL B B B B 3rLL`\-� I! 4• - 16". MAT CnANNEL 461GC TS 2 1/2 X 2 1/2 •• 14GA. �� ANGLE BRACKET .. 1 �� w. 21w SCREWS PER 1 BASE RAR ANCHOR a G•XG'X12 GA. E.S. MIN.. (3) 1/4xl' SCREWS A7 EA. MEMBER TYP. TS2114X2114 14GA FOR 120 MP" WIND ONLY TYP G•AG•x 12 GA. E.5. MIN. - (3) 1/4•X1' 5CREw5 AT EA. MEMBER TYP. T521/4x21/4• 14GA. FOR 120 MPM WIND. TYP A -FRAME END WALL (SCALE: NTS) MAX. END WALL OPENING 2x2'X2' 16GA ANGLE CUP • I 112x I 112x2• I GGA. SECURE TO POST AND CUP ANGLE SECURE TO HEADER w/ 1/4x314• SD5 BOW P057 AND BASE RAIL FASTENERS (2) ON BOTTOM w/ (4) 1/4x3/4- SDSS AND (2) ON SIDE (2 REOUIRED) 20P-22' I 2 1/2x2 I TS 2 1/4X 2 1/4 - 12GA. BASE12'X CONTS RAIL CONTINUOUS BASE RAIL r END POST TO 1 END BOW/BASE RAIL 2 HEADER/RAIL CONN. 6 CONNECTION 6 (SCALE. N75) (5CALE- NTS) CARPORT WIDTH MAX. DOOR WIDTH HEADER SIZE 12'- 1 G' & TS 2 1/4x 2 1/4 - 12GA. I& Id T5 2 I/4X 2 I/4 12GA. 20P-22' 12' TS 2 1/4X 2 1/4 - 12GA. 24'-30' 14' DBL TS 2 114X 2 1/4 -14GA. MAX. POST 1 jjj A & A ENGINEERING clvn.• srxucruAAl S911 AM•i••Iut» PL, Suite B Tel• (419) 292-1983 Toledo, Ohio 43623 Fu: (419) 292.0955 Metal Buildings Inc. 170 Holly Springs Rd W. Airy, NC 27030 1397-3597 MAIN -1-336789-3819 FAX -1.336799.4122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: END WALL DETAILS SHEET NO.: g OF 9 I DATE SIGNED: 11/5/2010 1 3 SLEI . I foo I _ J xll I W 1 x"nai � ui 1 s xY m At � L G. RIDGE LINE Him 2 1 /2'X 14GA 50. TUBE DOOR RAIL— (OPTIONAL) Co � WiBsAIVILS# Q FILLPTX I /1' LG. @ 8' UC STITCH WELD BOTH SIDES - Q STAGGERED - TYP. t7 � W N j N U1 I IANCHOR AT OPENING, TYP. E.5. Il s• 2 TYPICAL FRAMING AT SIDE OPENINGS (SCALE- NT5) TS 2 1/2x2 1/2 BOW RAFTER V LONG TS 2 1/4X2 114' - NIPPLE TO 12GA. NIPPLE W/ (4) 5DS BASE RAIL FASTENERS G'LONG T52 I/4'X2 1/49x12GA. I NIPPLE W/ (4) SDS FASTENERS. ( I ) ON NEAR SIDE. (1) ON FAR TS 2 1/29x2 1/2' 51DE AND (1) ON EACH SIDE @ BOW P05T 3' UP FROM SPLICE JOINT BOW/POST 3 DETAIL (SCALE: MS) �TS 2 1/2'X2 1/2' BOW POST TS 2 1/2X2 112'. • I AGA. CONTINUOUS BASE RAIL '_ NIPPLE TO AI (/ BASE RAIL 13OW/13A5E RAIL 2 CONN. DETAIL (SCALE: NTS) 2 1/2x2 1/2-I 75 2 I/2X2 1/2 BOW RAFTER G' LONG TS 2 1/4'X2 1/4' 12GA NIPPLE. SECURE BOW a POST TO NIPPLE WITH • (2) 1/49(1' SD5 FASTENERS ON EACH SIDE DOUBLE TS 2 I/2X2 1/2 HEADER 1/B' NIPPLE TO BASE RAIL BOW/HEADER I DETAIL (SCALE. NTS) A & A ENGINEERING CIVII-• STRUCTURAL 5911 Remzi•u= PL, Suite B Td (419) 292-1983 Tok&, Ohio 43623 Fat (419) 292-0955 r Metal Buildings Inc. 170 Holly Springs Rd. Mr. Airy, NC 27030 188.597-3397 IAAQ -1-336-789.3818 FAX -1-336.7894122 UWNEIC: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: SIDE WALL OPENNING DETAILS 5HEET NO.: 7 OF 9 o DATE 51GNED: 11/5/2010 e DOOR JAM V OR RAIL �d 0 x W � a C LQ TYPICAL DOOR FRAMING (seat• NTS) 75 2 I/2X2 1/2 BOW RAFTER G' LONG TS 2 1/4'X2 1/4' 12GA NIPPLE. SECURE BOW a POST TO NIPPLE WITH • (2) 1/49(1' SD5 FASTENERS ON EACH SIDE DOUBLE TS 2 I/2X2 1/2 HEADER 1/B' NIPPLE TO BASE RAIL BOW/HEADER I DETAIL (SCALE. NTS) A & A ENGINEERING CIVII-• STRUCTURAL 5911 Remzi•u= PL, Suite B Td (419) 292-1983 Tok&, Ohio 43623 Fat (419) 292-0955 r Metal Buildings Inc. 170 Holly Springs Rd. Mr. Airy, NC 27030 188.597-3397 IAAQ -1-336-789.3818 FAX -1-336.7894122 UWNEIC: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: SIDE WALL OPENNING DETAILS 5HEET NO.: 7 OF 9 o DATE 51GNED: 11/5/2010 75 2 1/4x2 1/4 - 120A - r G• 12' SLEEVE \7y FIELD SCREWS (4) TEAS i 12x 1' ON _ r EACs MEMBER 75 2.1/4x2-1/4 - 12GA - 6' SLEEVE SMOP WELDED TO TOP AND FIELD BOLTED TO VERT. I SAME NUM. OF SCREWS AS BOTTOM (SEE COWMW BASE RAIL DETAIL 511T. 519) I 12 3 CONNECTION DETAIL 1 (SCALE. NTS) 8 2 B -� 5 51NGLE TUBE UP TO a' -O' POST I 2 1/2'x 14GA. CHANNEL --1 a 1115ER7 2 1/4'TYP. EEA. SIDE XI4GA. 50. I 24' LKNEE BRACE _ TUBE INTO 2 I/27(14GA. 50. TUBE FOR PM75 OVER 8'-O' I I T5 2 I /2X2 112 • 14GA. 1 � MATCH BASE RAIL T1OP Of CCON. GRADE OC. TOP OR FIN. f CONC. SEE 51117. 3/9 FOR TYP FRAME AIID 5PACING DETAIL MAX 12'-0' 11'•8THRU 25'-8' NOMINAL MATCH TYP FRAME FOR (12' BLDGS THRU 26' BLDGS. 5PACIUG AND ANCHORAGE ,,tis• TS 2 1/4x2 1/4 • 12CA - N 12' SLEEve PIEID SCREWS (4) TI A -FRAME OR REGULAR "5B" LEAN-TO OPTION .12x1.ON EA (SCALE. NTS) TS 2-1/4x2-1/4 • I • / SLEEVE SMOP TO WELDED TO TOP AND FIELD BOLTED TO VERT. SAME NUM. OF 5CREw5 AS BOTTOM (SEE COLUMW BASE RAIL DETAIL SMT 5/9) CONNECTION DETAIl._� (SCALE. NTS) TS 2 I /2x2 112 - 14GA. SEE SHT. 3/9 FOR TYP. FRAME AND SPACING DETAIL MAX. 12' 27'-8' THRU 29'-a' IIOMIrIAL (28' BLDG5. THRU 3d BLDGS. MATCH TYP. FRAME FOR SPACING AND ANCHORAGE A -FRAME OR REGULAR "DB" LEAN-TO OPTION (SCALE: NTS) A & A ENGINEERING CNIL • STRUCIVRAL m+e ur1 5911 R.e•L...-M PL, Suite B Td: (419) 292-1983 Toledo, Ohio 43623 Fs= (419) 292-0955 Metal Buildings Inc. 170 Holly Springs Rd Mr. Airy, NC 27030 I-NO.S 7-3597 MAIN -1-336.7!9-3818 FAX -1-3367894122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: LEAN-TO OPTION 5HEET NO.: 8 OF 9 DATE SIGNED: 11/5/2010 DRILL 5/8• HOLE THROUGH THE 4' EDGE. DIST. BA.5E RAIL AND SECURE TO T5 2 1/2x2 112X 2GA MIN. 4- CONC. ANCHOR EYE WITH 1/2' CONI. BASE RAIL SLAB BY A BASE RAIL DLAMETER THROUGH BOLT. OTHERS 2wASnERS 2%VA5nER5 • —12* MIN. OR AS PER ' 11111 111 1 11 11 1-11.. J S 3 x4 . LOCAL CODE TOP OF 501L OR to m CONT. CONCRETE 5LAB a b I' -O' 3/4� BASE OPTIONAL ANCHOR _ TIE DOWN ENGINEERING 0 p ON CONC. SLAB SECTION FOOTING 48• LONG WITH 3/4' ROD U- t� AND 4' HELIX EYE ANCHOR. (2) 4'0 b co �Q z_ g MIN. 4- CONC. SLAB BY OTHERS OPTIONA MOBILE HOME COULMN POST (SCALE- NT5) L2 I /2X2 1/?-XI/4' A BY OTHER5 BASE RAIL L ANCHOR FOR SAND/CLAY As 2•AS ' � oR (SCALE: NTS) L BRACKET 2 1/2'XS'x I/& 5WIVEL HEAD TS 2 1/2X2 112XI4GA CONT. BA5E RAIL EX15TING A5PHALT OR • e GRADE _ _ ' I I =111 � I 1111 111111=7" UND15TURBED 501L 3 - q4 PER CONT.]:�� LOCAL 1,A, I — CODE A ALTERNATE, FRAME FLUSH W/ CONC. (SCALE. NTS) G' HP9-A (3/4.0x36' BAR) ASPHALT ANCHOR HP9 (3/4.0x29' BAR) ROCK ANCHOR (4) 3/4'WIDE X 1/8' THICK TABS OPTIONAL ASPHALT/ ROCK ANCHOR DETAIL (SCALE- NT5) ANCHOR SIZE OPTIONS 5CHEDULE SEE ANCHOR 5CHD. I ' EVE FLAT WASHERS r IDE P05T 2' SLE BASE RAIL .a a' CONC 5 1 OR FOOTER W/ MIN 12' WIDE X DEPTH AS PER LOCAL CODE (12' DEEP MIN.) RAT WALL ALL AROUND (BY OTHERS) SECTION A -A 3' 5EE ANCHOR 512E OPTIONS 5CHD. BELOW 18.0 FOR 12' THRU 20 BLDG. 24'0 FOR 22' THRU 30' BLDG. PIN ANCHOR DETAIL ON CONCTRETE PIER FOOTING NOTE. (5CALE. NT5) ON LEVEL GRADE DIG A 181/2440 HOLE 42" DEEP AT EACH ANCHOR POINT. REP05MON BASE RAIL5 OVE HOLE5 AND DROP A GROUND ANCHOR THROUGH EACH HOLE IN BA5E RAIL5. FILL EACH HOLE WITH 2500 P51 CONCRETE 501L CLA551FCATIONS: ' NOTE: (5CALE: NTS) 1: 5EE 5HT. 2 AND G FOR ANCHOR REQUIREMENTS 2: A55UMED 501L BEARING CAPACITY 15 1500 P5F 3: CONCRETE 5TRENGTH TO BE 2500 P51 AT 28 DAY5 WIND SPEED (MPH) 90 - 120 130 - 150 REMARKS CARPORT WIDTH I 5/8°0X20' 3/410X20' THRD. ROD EMBED IN CONIC ALL SIZES •2 5/8VX7* 3/4'OX 1 O' INSERT W/ EPDXY IN CONC. ALL SIZES 3 5/8'0X7° 3/4'OX I (Y I EXPANSION BOLTS ALL SIZES 4 . 5/8'0X7' 3/4'0X 10' I WEDGE ANCHORS IN CONC. ALL SIZES 501L CLA55 SOIL DESCRIPTION 2 VERY DEN5E 4 / OR CEMENTED 5AND5, COURSE GRAVEL AND COBBLE5, COLLCHE, PRELOADED SILTE AND CLAY5 3 MEDIUM DENSE COARSE SANDS. 5ANDY GRAVELS, VERY STIFF 51LT5, AND CLAY5 4 L005E TO MEDIUM DEN5E SANDS, FIRM TO 5TIFF CLAY5 AND SILTS ALLUVIAL FILL AND VERY L005E TO MEDIUM DEN5E 5AND5. FIRM TO 5TIFF CLAY5 AND 51LT5, ALLUVIAL FILL. HELICAL ANCHOR 511ALL BE APPROVED FOR L15E IN 501L CLA551FICATION5 2,3, AND 4. 'TAKEN FROM HUD STANDARD FOR INSTALLATION OF MOBILE HOME5" A ENGINEERING t:IVII.- JIRUCI'URAI. 5911 Rcnaissoncc PI.• Suiic Il 'I'd: (419) 292.1983 "1'�dcJn, Uhw 43623 Fay: (419) 292-0955 r -N ----T Metal Buildings Inc. 170 Holly Springs Rd Mr. Airy, NC 27030 '-MM-3S97 MART -1-336789-3818 FAX -1-3367894122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: ANCHOR OPTIONS SHEET NO.: 9 OF 8 DATE SIGNED: 11/5/2010 3' COULMN P05T CONC. FOOTING BY OTHER5 .- 5EE ANCHOR 512E OPTIONS 5CHD. BELOW BA5E RAIL UND15TURBED 501L 18'0 FOR 12' THRU 20 BLDG. 24'0 FOR 22' THRU 30' BLDG. PIN ANCHOR DETAIL ON CONCTRETE PIER FOOTING (5CALE: NT5) NOTE: ON LEVEL GRADE DIG A 18'/24"0 HOLE 42' DEEP AT EACH ANCHOR POINT. U-PO51TION BASE RAIL5 OVER HOLE5 AND DROP A GROUND ANCHOR THROUGH EACH HOLE IN BA5E RAIL5. FILL EACH HOLE WITH 2500 PSI CONCRETE FULJINUMIIVIN LLLVMIIUIV (SCALE. NTS) NOTE5: I . CONCRETE PIER5 5HALL BE REQUIRED AT ALL CORNER P05T5 AND AT EVERYOTHER P05T BUT 5HALL NOT EXCEED I O -OCC 5PACING IN ANY DIRECTION 2. AIL OTHER PO5T5 WITH NO CONCRETE PIER ANCHOR 5HALL BE ANCHORED TO THE GROUND WITH 3/49(301-G. ROD. RODS 5HALL HAVE A WELDED NUT AT TOP AND ONE COAT OF RUST PROVE PRIMER PAINT. 3. A55UMED SOIL BEARING CAPACITY 15 TO BE A MIN. 1500 P5F 4. CONCRETE 5TRENGTH TO BE A MIN. OF 2500 P51 AT 28 DAY5 ANCHOR 51ZE OPTIONS 5CHEDULE WIND 5PEED (MPH) 90- 120 130- 150 REMARKS CARPORT WIDTH I 5/8'0X20' 3/410X20' THRD. ROD EMBED IN CONC ALL 51ZE5 2 5/8"OX7' 3/4'0X I O' INSERT W/ EPDXY IN CONC. ALL SIZES 31 5/8'0)(7' 3/410X 10' EXPANSION BOLT5 ALL SIZES 41 5/8"OX7' 3/410X 10' WEDGE ANCHOR5 IN CONC. ALL SIZES jjj A & A ENGINEERING fl�'II.• SIItUcrultAI. 5911 Itmaia.uxc PL, Suitt It Tcl• (419) 212.1983 TuIcJo, Ohio 43(0-1 (419) 292.1955 i Metal Buildings Inc. 170 Holly Springs Rd Mr. Airy, NC 27030 1.NO-S97-3597 MAQ -1-336789.3818 FAX -1-336789-4122 � J OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: ANCHOR OPTION PIER FOOTER 5HEET NO.: 9OF9 DATE 51GNED: 11/5/2010 J MIN. 4' CONC. SLABS r A , OTHERS 4' EDGE. DIST. MIN. 4'CONC. L2 I/2X2 1/2X1/4' —BASE RAIL SLAB BY OTHERS ­)ANCHOI A 2'TMIN. OR t AS PER 3 q4 LOCAL CODE CONT. A �f DA5E ANCHOR ON CONC. 5LAB SECTION (5CALE• N75) 4' BASE RAIL 2MIN. ' OR A5 3 - k4 PER CONT. LOCAL I O' CODE A ALTERNATE, FRAME FLU5H W/ CONC. 6' SEE ANCHOR 5CHD. FLAT WASHERS SIDE P05T F1 BASE PAIL—,."12' SLEEVE SEE 5HT. 7 .a . Q. CONC. SLAB OR FOOTER W/ MIN. 12' WIDE X DEPTH AS PER LOCAL CODE (12' DEEP MIN.) RAT WALL ALL AROUND (BY OTHERS) SECTION A -A (5CALE: NTS) ANCHOR 51ZE OPTIONS 5CHEDULE (SCALE: NTS) WIND 5PEED (MPH) BA5E ANCHOR ALTERNATE ANCHOR REMARK5 CARPORT WIDTH 90 - 120 130 - 150 90 - 120 130 - 150 90 - 120 130 - 150 1 5/810 3/4"0 7' 10' 5' 7' INSERT W/ EPDXY IN CONC. ALL SIZES 2 5/8'0 3/410 7' 10' 5' 7" EXPAN510N BOLT5 ALL SIZES 31 5/8°0 3/4"0 7' 10' 1 5' 7' 1 WEDGE ANCHORS IN CONC. ALL SIZES NOTE: 1. PROVIDE A MM. OF (1) ANCHOR AT ±G' FROM CENTER OF EACH P05T 2. ALL ANCHORS 5HALL BE A307 OR BETTER 3. A55UMED 501L BEARING CAPACITY 15 TO BE A MIN. 1500 P51' 4. CONCRETE STRENGTH TO BE A MIN. OF 2500 PSI AT 28 DAY5 A ENGINEERING :1\111. • 5i1tUCI'URAI. 5911 Itcaki-isicc I'L. Suit: 11 'I'd- (41 9) 292.1983 'I',4edo, Ohio 43623 Fac: (419) 292.4055 Metal Buildings Inc. 170 Holly Springs Rd Mr. Airy, NC 27030 1 804597-3597 MAW • 1-336789.3818 FAX -1-3367894122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0920 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: CONC. SLAB ANCHORAGE 5HEET NO.: 9OF9 I DATE SIGNED: 11/5/2010 1 L BRACKET 2 1 /2'X5•x 1/8--, �— SWIVEL HEAD TS 2 1 /2X2 112X 14GA CONT. BASE RAIL —, EXISTING — — _ ASPHALT OR GRADE• UND15TUPBED 501L HP9-A (3/4'0X3G' BAR) ASPHALT ANCHOR HP9 (3/4'0X29' BAR) ROCK ANCHOR (4) 3/4W1DE X 1/8' THICK TA55 OPTIONAL ASPHALT/ ROCK ANCHOR DETAIL (SCALE: NTS) DRILL 5/8' HOLE THROUGH 501L CLA55 THE BASE RAIL AND 2 SECURE ANCHOR EYE TS 2 I/2x2 I/2x12GA WITH I/2'' DIAMETER THROUGH BOLT. CONT. BASE RAIL COBBLES, COLLCHE, PRELOADED 2WA5HER5 3 2wA5HER5 =1 I I -III SANDY GRAVELS, VERY STIFF SILTS, III -III -1 00 AND CLAYS TOP OF 501L OR L005E TO MEDIUM DENSE SANDS, 9 Ci CONCRETE 5ALBm ALLUVIAL FILL AND VERY L005E TO Co STIFF CLAYS AND SILTS, ALLUVIAL 3/4.0v O N M 00 N inN TIE DOWN ENGINEERING 48' LONG WITH 3/4' ROD 00 AND 4' HELIX EYE (2) 4'O '� a ANCHOR. 0 to z z OPTIONAL MOBILE HOME ANCHOR FOR SAND/CLAY (SCALE. NTS) NOTE: HELICAL ANCHORS ARE NOT TO BE USED IF DRIVING TORQUE INTO GROUND 15 LE55 THAN 150 FT-LB5 OR DONT MEET ONE OF THE FOLLOWING SOIL CLA551FCATION5. MOBILE HOME / ASPHALT ANCHOR 3/4.0X30' ROD FOUNDATION ELEVATION (SCALE: Nis) NOTES: I . MOBILE HOME ANCHORS SHALL BE REQUIRED AT ALL CORNER POSTS AND AT EVERY OTHER P05T BUT SHALL NOT EXCEED I O-0Y./C SPACING IN ANY DIRECTION. 2. ALL OTHER P05T5 WITH NO MOBILE HOME ANCHOR SHALL BE ANCHORED TO THE GROUND WITH 3/49(301G. ROD. RODS SHALL HAVE A WELDED NUT AT TOP AND ONE COAT OF RUST PROVE PRIMER PAINT. 3. ASSUMED 501L BEARING CAPACITY 15 TO BE A MIN. 1500 P5F 4. CONCRETE STRENGTH TO BE A MIN. OF 2500 P51 AT 28 DAYS 501L CLA551FCATION5: 501L CLA55 501L DESCRIPTION 2 VERY DENSE 4 / OR CEMENTED SANDS, COURSE GRAVEL AND COBBLES, COLLCHE, PRELOADED SILTE AND CLAYS 3 MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY STIFF SILTS, AND CLAYS 4 L005E TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS ALLUVIAL FILL AND VERY L005E TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS, ALLUVIAL FILL. HELICAL ANCHOR SHALL BE APPROVED FOR USE IN 501L CLASSIFICATIONS 2,3, AND 4. 'TAKEN FROM HUD'5TANDARD FOR INSTALLATION OF MOBILE HOME5' A ENGINEERING CMI. • 511MIC11)RAL sincr ,w. 5911 Renai.swice PI., Suit, N 'I'cl. (419) 292.1983 1-01edo, Ohio 43623 Fax: (419) 292.4055JI r -N ----T Metal Buildings Inc. 170 Holly Springs Rd. Mr. Airy, NC 27030 1486597-3597 MAIN -1-336789-3818 FAX -1-336704122 OWNER: TNT METAL BUILDING, INC. LOCATION: FLORIDA DRAWING NO.: TNT -FL DATE: 8/16/2010 PROJECT NUMBER: 039-10-0970 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: ANCHORAGE 5HEET NO.: 9 OF 9