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HomeMy WebLinkAbout2904 Orlando Dr 19-000010 (a) PRE-ENG STELL ACCESSORY BLDGCITY OF Sk 4FORD PERMIT APPLICATION a BUILDING DIVISIONI Application No: Q ) Documented Construction Value: $/ Job Address: a / o / -s /yQ 19/— Historic District: Yes No 0 Parcel ID: —S(D S I m 00C) L) Residential Commercial D— Type of Work: New N Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: i ,,t Title: 4 r e'5 Phone: , ?/ 'D) Fax; ' 39.?Email: wmee K4/^ ( Ci JI • Gd•t Property Owner Information Name %Yje2k0A „ff TALe Phone: y0 7 _ 74L A03-2 00 Street: ,912 Sf We egd& a, Resident of property? : ,(rD City, State Zip: Qe—Jh?J9P A d%. _,?,22AI1 Contractor Information Name , c 2t?l T( cr--T= Phone: Street: 1 9)c l f,[7 Fax: City, State Zip: State License No.: Architect/ Engineer Information Name: . 5754)U1£ 1 3, 1Ja ,E J_Lf_ Street: City, St, Zip: DKY 10 ad W-11CH Fk 3 Z! 17 Bonding Company: 11 119- Address: Phone: 39-6— 7.q7 — 3s` (0 Fax: E- mail: Mortgage Lender: 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 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 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect,, 'as of that date: 6`s Edition (2017) Florida Building Code 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,g6vernmental 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. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name . Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name i Signature of Notary -State of Florida Date YxDE881E BUUJ70N pie.• MY COMMISSION ## FF 178648 a EXPIRES: February 25, 2019 Contractor/ Bonded (dj ;LfldmY(Rt Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing . Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:, New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: /• 5 UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: ORp„ sk CITY OF FORD rBUILDING DIVISION PERMIT APPLICATION Application No:C l f Documented Construction Value: Job Address: / / .S eP&'&N1-2h dsHistoric District: Yes No Parcel ID: r (D S • . 00C) 0 Residential Commercial Type of Work: New 0Addition Alteration Repair Demo Change of Use Move Description of Work: so-e- - e Plan Review Contact Person: //i, 01 C- Title: Phone: / /-yD) Fax: ' ". 2l Email: -Ame-u 6247 • Property Owner Information Name 7,> 1i 4 A Phone: 'Y,0 % -70%- ao?F P Street:,g 3 4A6f42e /9ff& `Q • Resident of property?: , 4&2 City, State Zip: .-T ! '27, Contractor Information Name , l, WI tie--- Phone: Street: ,.!!1. gog `% Fax: --g?5,2 City, State Zip: State License No.: C&C-0 3/ W Architect/ Engineer Information Name:.5' 1'q ClL•E` Phone: 86— %fi"1 Street: Fax: City, St, Zip: n)V -rO LI A [ &H F% 3 2117 E-mail: Bonding Company: 1:l r1 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 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 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6`s Edition (2017) Florida Building Code 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. Signature of Owner/Agent Date Print Owner/Agent's Name . Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID z,7 Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date DEBBIEStANTON MY COMMISSION # FF 178648 EXPIRES: February 25, 2019F ....r;' dContractor/ Bon&3Jf IKEQWA t Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical PlumbingEl, Gas Roof Construction Type: Occupancy Use: _ Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: f l- /-3/-/X VASTE WATER: FIRE: BUILDING: i, ORp CITY OF Sk 4FOoO BUILDING DIVISION SST 187 PERMIT APPLICATION Application No: 8(il i q W0 0 1 D Documented Construction Value: $ .10zyG, awV_ ' ', Job Address: ""'90 I -51 6&&AW,. Parcel ID: ® \ -2 0 - 30 L A Historic District: Yes NoB-- Residential Commercial Type of Work: New N Addition Alteration Repair Demo Change' -of Use Move Description of Work: 1. Ok/ 14tic " 6 e' Plan Review Contact Person: Phone: ,3,5,_''%D) Fax:" Property Owner Information Name-zhli,*4 .R. Avut 7717 . ul P Phone: y0%-70%- a7o?-2F Street: ? 3 Sf/9Df tj' . Resident of property? City, State.Zip:;4iG4.?% Contractor Information Name / c2yE`' m4l 4' ( er^ D. Phone: Street: AAL- 1_-W597 Fax: City, State Zip: State License No.: CGC03/%_irXF Architect/Engineer Information Name: 57'.Phone: 3 V,,,- % r{ 7 Street: I111i l.1o'• Fax: City, St, Zip: 12AYI-100d [ ITCH, .FL. .32-II 7 E-mail: Bonding Company: 1! L)q 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 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 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. J FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code 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; n c"Iiance with all applicable laws regulating construction and zoning. i A A` Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name . _ Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date DEBBIE BLANTON MY COMMISSION # FF 178648 47EXPIRES: February 25, 2019 U,....`rr I Owner/Agent is Personally Known to Me or Contractor/ Bond Perl5lta +d taaawa t Me or Produced ID Type of ID`l Produced ID Type of ID n j4S l ir 75 BELOW IS FOR OFFICEUSE ONLY R Permits Re u red: Building g [I Roof . qg [Electrical Mechanical Plumbing Gas. Construction Type: .S' Occupancy Use: Sj 4AA L, Flood Zone: Total Sq Ft of Bldg: f_0 v Min. Occupancy Load: 7 # of Stories: &A16 New Construction: Electric - # of Amps Plumbing - # of Fixtures 0. Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: UTILITIES: WASTE WATER: BUILDING: — O COMMENTS: FIRE: Cox Construction And Development, Corp. PO Box 120597 Clermont, FL 347120597 Phone:352-616-4401 * Fax: 352-394-8308 Email: dmcunder@aol.com C% Date: 10/09/2018 Submitted To: JTO Contracting, LLC 106 Commerce Street, #103 Lake Mary, Florida 32746 Attn: Jeff Hood Proposal Expires On: 11 /08/2018 Project Description: New warehouse with site work. We propose hereby to furnish all materials, labor, and equipment for the completion of the following job: New warehouse on existing site, Sanford, Florida. CSI Code Item Description Price none) 00 0.00 none) 01 Site engineering 5,118.75 none) 02 Plans 2,730.00 none) 03 Permitfee's (allowance) (01) 3,412.50 none) 04 Impactfee's (allowance) (01) 1,706.25 none) 05 Demolition and building site prep (02) 3,071.25 none) 06 Concrete bldg. (02) 7,934.06 none) 07 Concrete bldg. labor (02) 5,971.88 none) 08 Soil poison (02) 170.63 none) 09 Steel, rebar, bolts, ect. (02) 3,175.67 none) 10 Steel building package (03) 27,126.65 none) 11 Steel building insulation (03) 2,039.99 none) 12 Steel building erection (04) 13,650.00 none) 13 Block (05) 2,760.71 none) 14 Block labor (05) 3,700.52 none) 15 Pump lintel mix (05) 767.81 none) 16 Pump lintel (05) 1,365.00 none) 17 Plumbing (06) 6,224.40 none) 18 Electric (07) 5,869.50 none) 19 Storefronts (08) 3,685.50 none) 20 Exterior steel doors - 3 (08) 2,078.90 none) 21 Six steel roll -up doors with openers (12' X 14')(08) 7,301.39 none) 22 Automatic door openers (6)(08) 2,886.00 none) 23 - Painting (09) 6,825.00 none) 24 Stucco (09) 975.00 Cal CITY OF \\ o,- Y NO PERMIT APPLICATION BUILDING DIVISION Application No: 0 0 1 Documented Construction Value: $ _j, ' Job Address: "9Pe I 51 6 &&0Z&Historic District: Yes NoO Parcel ID: I Z_ - 00C) 0 , " Residential Commercial Type of Work: New © Addition Alteration Repair Demo Chaizge of Use Move El Description of Work: nDpCuuu Plan Review Contact Person: Title: 'r e Phone: Email: iX e_e4KlGY' CcOI• Gyrt Property Owner Information Name 7,tj®445 4 /8. "4 1 - ,, AAAP Phone: 'y47--7O%" 0?02.-7 00 Street:,, Sffi9Dt/ Nwe`Q • Resident of property? : ,4/D City, State Zip:. - Contractor Information Name .5 se 2_ awz'&elg- <a. Phone: Street: & . &.k- la&y [7, Fax: City, State Zip: 414r-,O j.V 3W 7/ Z State License No.: C6,C S MF Architect/Engineer Information Name: 5ria)(.1£`I 1! liaW E Phone: 38 4'` -7 Street: My /S%£ • Fax: City, St, Zip: IJKYTO Oki L3 &H E E-mail: Bonding Company: 1 rl 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 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 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6°i Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe 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. Signature of Owner/Agent Date Signature of Contractor/Agent Date, Print Owner/Agent's Name . Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name i Signature of Notary -State of Florida Date DEBBIE BUWTON MY COMMISSION It FF 178648 Q 1 EXPIRES: February 25, 2019 Contractor/ 6ond (Ila t Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof. Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: INSPECTION SEQUENCE BP# BC19-000010 ADDRESS: 2904 South Orlando Drive BUILDING -PERMIT ' ;17 Min Max Inspection Description Footer / Setback Stemwall 10 Slab /Mono Slab 20 Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 30 Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'1) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence 1000 Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) Min Max Inspection Description 10 Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 20 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final Min Max Inspection Description Rough Plumb Plumbing Underground Plumbing 2"d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final ff REVISED: June 2014 Grant Maloyy, Clerk Of The Circuit Court& Comptroller Seminole County, FLInst #2018'f44157 Book:9271 Page:1782; (1 PAGES) RCD: 12/26/2018 12:11:49 PM REC FEE $10.00 THIS INSTRU NT PREPARED Y: Name: Address: f..r. 1-V I j.1 ^ f .,W.. - NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. Up. -I IFIFD COPY, CLERK OF THE, C iRCU!'i COL)r: SFPtiiI d7LF' t J'Js; i t, ri ` RHD? 8Y 91VCLERK 0ate ParceliDNumber O I 30-512-oaco _B600 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the p;opertX and strut address if available) DESCRIPTION OF IMP VEMENT: OWNER INFORMATION: Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: £ y f Name: Address 4 C30 lao s 17 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as providrre d by Section 713.130)(b), Florida Statutes. Name: .. JY+t7 [ 1> C-O]G , r-. . " /-7i '7 In addition to himself, Owner Designates To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 yearfromdate of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART 1, SECTION 713.13, FLORIDASTATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Under penal es o per'uu have read the foregol g and that the facts stated In It are true to the be d e elief. f Owner Owner' s Printed Name Florida Statute 713.13(1)(g):' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead. - state of O- County of t5,4i lO e / f% 220 Theforegoinginstrumentwasacknowledgedbeforemethis .2&!8Aay Of by Who is personally known to me ame o person matung st emenl OR who has produced Identification type of identification produced: ej Notary Public Stale d Florida 49 Joyce S Thompson Notary I aNto wNMy Commission FF 22956a w Expires06114r2019 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE -FEES. PHONE: 407.688.5052 FAX: 407.688.505:1 DATE: V? 9 PERMIT NUMBER: BUSINESS/PROJECT NAME: ADDRESS: _ Z oI CONTACT NAME: PHONE: PLAN REVIEW INFORMATION l/ CONSTRUCTION [ ]C/O [ ] FIRE ALARM . [ ] FIRE SPRINKLER [] HOOD [ ]PAINT BOOTH [ )TANK DOES 20% REDUCTION IN FIRE IMPACT" FEES APPLY: YES NO TOTAL FEES: / 7,5+ , 00 CITY OF SANFORD PERMIT APPLICATION BUILDING DIVISION , Application No: bQ 0 0 - Documented Construction Value: $ Jff ZAI'lof-aw'z.' Job Address: g/yQLVJ,' Historic District: Yes NoO Parcel ID: (D \ ?—(D — -S(D — SI Z_ — DOC) (D ' 06 0 Q Residential Commercial Type of Work: New ©Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone:. 1-' Property Owner Information Ti Name • xyr s '9' 944 .Z27TA A'40 Phone: V4 `% _ &W — 42o?2 00 Street:, V 3 Sf i9Of' d i S ' Resident of property? City, State.ZiP:Z27AL Contractor Information Name, v/s2yf r td t er^D- _ Phone: Street: goic a=81 !z Fax: VS;Z City, State Zip: /'/rr,CrJ0 7, - 3'Y7/ Z-- State License No.: C6000 3/ Architect/ Engineer Information Name:. 57'gxl -E ` I! —1 dt, )S -LL-f— Street: lI t'y /K/57.lD• City, St, Zip: 12dy-r Id M&4H K. 3 ZI17 Mortgage Lender: mil( Bonding Company: 15l 19 Address: Phone: 7 q 7 — 3814: Fax: E- mail: 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 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 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6`s Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe 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 constrtiction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent I Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known fo Me or Produced ID Type of ID Print Contractor/Agent's Name Signature of Notary -State of Florida Date e"•'•`YN! ' DEBBIE 13WITON t MY COMMISSION # FF 178648 a EXPIRES: February 25, 2019S„r•... `pP.` Contractor/ Bond p&S&ft i&hjeA r&h t Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical PlumbingEl. Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps ' Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: l 9 9 BUILDING: PERMIT # l Dtrbr. KRBYwor 11 91) 01. lis 124 Kirby Dr Ph: (615) 325-4165 Portland; TN 37148 Fax: (800) 23 1-3460 Version 2018.1.31 (1131118) Page: R1 of 10 Date: 10/31 /2018 GENERAL INFORMATION FOR COLUMN BASE REACTIONS Q FOR REVIEW FOR CONSTRUCTION Project Name: JTO CONTRACTORS KBS Project Number K1890829A Customer: COX CONST & DEVELOPMENT -FICENBGEngineer: AEW 0 Checked: WG / 11-05-18 Column base reactions are included in this packet for a building designed by Nucor Buildings Group. These reactions result from frame analysis done by a NBG Engineer for this specific job. They reflect all loading to which the building may besubject, per the appropriate building code and loading information provided to Nucor Buildings Group at the date of design. Reaction packets marked "FOR REVIEW" are subject to change and are usually provided at the request of the customer, although the NBG Engineer believes he/she is working with undefined; incomplete or assumed information. Reactions are provided by'loadcase in order to aid the foundation engineer in determining the appropriate load factors and combinations to be used with either Working Stress or Ultimate Strength design methods. Wind load cases are given for each primary wind direction. For ASCE7-10 based building codes, the unfactored load case reactions due to wind are generated using the ultimate design wind speed (Vult). Sign conventions for computer generated frame reactions areas follows and should be taken in the sense of the frame sketch given on the reactions sheets. GLOBAL X GLOBAL V GLOBAL Z to right) ( + upward) ( + counter -clockwise) X Anchor bolt diameter, grade, location and projection is provided on the Anchor Bolt Plan. Anchor bol embedment lengths and types are not provided by Nucor Buildings Group. This Information is closely related to the complete foundation design which should be done by a Registered Professional Engineer familiar with the local site conditions and construction practices. Excellence fi^o,m the ground up 111111///// c, PH...H No. 055123 7 Lcl — 0 ` STATE OF OR 1 P t 0011111 11/ 05/08 JOSEPH H WOOD PE# 55123 ACCREDITED 3 r Page 2 Of 10 Job No. K1890829A Designer AEW ii1RBY Customer JTO CONTRACTORS Checker SYSTEMS i Address (JOB SITE STREET) Seal Engr. MIN a; . i SANFORD, FL 32771 Revision # This design extends only for the loads specified on Kirby's purchase order as applied to the structural components of the building designed and fabricated by Kirby and erected in accordance with Kirby's instructions. Note: Kirby's Engineer is not acting as the Engineer of Record for.this construction project and is not responsible for the observation or inspection of the building system during or after erection. Revision: Standard Load Nomenclature: Note: Not all load conditions are applicable to all buildings. DL - DEAD LOAD LL - LIVE LOAD CL - COLLATERAL LOAD SL - SNOW LOAD DRIFT - SNOW DRIFT SLIDE SLIDING SNOW FxPAT LLx - PATTERN LIVE FxPAT_SLx - PATTERN SNOW FxUNB SL L - UNBALANCED SNOW LEFT FxUNB_SL_R - UNBALANCED SNOW RIGHT FXCRANEAI - MAX LEFT W/ THRUST RIGHT FxCRANEA2 - MAX LEFT W/ THRUST LEFT FxCRANEA3 - MAX RIGHT W/ THRUST RIGHT FXCRANEA4 - MAX RIGHT W/ THRUST LEFT WLl - WIND LEFT W/ INT. PRESS. WR1 - WIND RIGHT W/ INT. PRESS. WL2 - WIND LEFT W/ INT. SUCT. WR2 - WIND RIGHT W/ INT. SUCT. LW1/LNWINDI = LONG. WIND W/ INT. PRESS. LW2/LNWIND2 = LONG. WIND W/ INT. SUCT. LWINDI_L2E - LONG. WIND W/ INT. PRESS. + ZONE 2E LWINDI R2E - LONG. WIND W/ INT. PRESS. + ZONE 2E LWIND2_L3E - LONG-. WIND W/ INT. SUCT. + ZONE 3E LWIND2_R3E -'LONG. WIND W/ INT. SUCT. + ZONE 3E' WINDP/WP - WIND PRESS. W/ INT SUCT. ENDWALL & SC WINDS/WS - WIND SUCT. W/ INT PRESS. ENDWALL & SC SEISMIC LEFT - SEISMIC LEFT SEISMIC RIGHT - SEISMIC RIGHT Page 3 Of 10 Job No. K1890829A Designer AEW KIRBY Customer JTO CONTRACTORS Checker SWUM" t"S' Ems Address (JOB SITE STREET) Seal Engr. s a.sas s SANFORD, FL 32771 Revision # Table Of Contents COVER PAGE 1 - 2 ANCHOR BOLT PLAN 4 - 4 REACTIONS 5 - 10 1 BACKSIDEWALL 4 70'-0" OUT -TO -OUT OF STEEL High.Eave Y 4 A C9 w w N 3 0o Z w= B B w F 2 W0 F K O 4 W W 4 4 1 2 3 4 FRONT SIDEWALL ANCHOR BOLT PLAN NOTE: All Base. Plates Q 100'-0" (U.N.) 23'-0" 23'-0" 23'-0" HD H E E HB BH E v 0 H 2 D D lA I I Au C C 2'-8' 12'-0" a• 'a• 12'-0" 9'-4" 1'-0" 12'-0" 23'-0" 23'-0" 23'-0" Page 5 Of 10 Job No. K1890829A Designer AEW KIRBYLk Customer JTO CONTRACTORS Checker Address JOB SITE STREET) Seal Engr. x a g SANFORD, FL 32771 Revision # KBS TENNESSEE 124 KIRBY DR. PORTLAND, TN•37148 REACTIONS, ANCHOR BOLTS, & BASE PLATES FOR COX CONST &DEVELOPMENT P 0 BOX 120597 CLERMONT, FL 34711 JTO CONTRACTORS JOB SITE STREET) SANFORD, FL 32771 K1890829A BUILDING LAYOUT Width (ft)= 50.0 Length (ft)= 70.0 Eave Height (ft)= 20.1/ 18.0 Roof Slope. (rise/12) = 0.50 BUILDING LOADS Roof Dead Load (psf) = 2.0 Wall Dead Load Left Endwall (psf) = 25.0 Right,Endwall (psf) = 25.0 Front Sidewall(psf) = 27.0 Back Sidewall(psf) = 28.0 Roof Live Load (psf) = 20.0 Frame Live Load (psf) = 12.0 Col"lateral Load (psf) = 4.0 Wind.Speed (mph) = 140.0 Wind Code = FBC 17 (IBC 15) Closed/Open = C Exposure = C Internal Wind Coeff = 0.18, +0.18 Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Design Category= A Page 6 Of 10 y ' KIRBY Job No. K1890829A Designer AEW r UI I Customer JTO CONTRACTORS Checker m M1 6 g Address JOB SITE STREET) Seal Engr. n;=*a SANFORD, FL 32771 Revision # Designer AEW Detailer JEM K1890829A Reactions, Anchor Bolts, & Base Plates:11/ 1/18 11:49am Foundation_Loads(k)------ Frame Col Max_Pos_Val Max_Neg_Val Anc._Bolt Base -Plate Line Line Id Horz Vert Id Horz Vert No. Diam Width Len Thick 1 A 7 2.1 2.8 8 1.8 2.8 4 0.750 6.00 8.44 0.375 9 0.0 3.6 7 2.1 2.8 1 B 7 5.9 9.3 8 5.4 9.3 4 0.750 6.00 10.38 0.313 3 0.0 9.5 7 5.9 9.3 1 C 10 1.9 4.2 11 1.6 4.2 4. 0.750 8.00 8.50 0.250 12 1.4 3.5 10 1..9 4.2 4 C 13 1.9 4.2 14 1.6 4.2 4 0.750 8.00 8.50 0.250 15 1.4 3.5 13 1.9 4.2 4- B 7 5.9 9.3 8 5.4 9.3 4 0.750 6.00 10.38 0.313 3 0.0 9.5 7 5.9 9.3 4 A 7 2.1 2.8 8 1.8 2.8 4 0.750 6.00 8.44 0.375 16 0.0 3.6 7 2.1 2.8 2* A 1 5.3 8.0 2 5.8 20.3 4 0.750 6.00 11.00 0.375 3 4.5, 11.4 2* C 4' 7.0 11.6 5 5.9 3.3 4 0.750 6.00 10.00 0.375 3 -4.5 11.3 6 6.1 13.6 2* Frame Lines:2 3 LOAD COMBINATIONS: Id Combination 1 Dead+Collateral+0.75Live+0.45Wind_Long2R+0.75Floor_Live 2 0.6Dead+0.6Wind Long1L 3 Dead+Collateral+Live 4 0.6Dead+0.6Wind_Rightl 5 Dead+Collateral+0.75Live+0.45Wind_Long1R+0.75Floor_Live 6 0.6Dead+0.6Wind Long2L 7 0.6Dead+0.6Wind Suction+0.6Wind Long1L Page 7 Of 10 t ICIRBY Job No. K1890829A Designer AEW Customer JTO CONTRACTORS Checker L. Address JOB"SITE STREET) Seal Engr. SANFORD, FL 32771 Revision # 8 0.6Dead+0.6Wind Pressure+0.6Wind_Long1L 9 Dead+Collateral+ElPAT LL1 10 0.6Dead+0.6Wind_Rightl+0_6Wnd Suction 11 0.6Dead+0.6Wind_Rightl+0.6Wind Pressure 12 Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind-Suction+0.75Floor_Live 13 0.6Dead+0..6Wind Leftl+0.6Wind Suction 14 0.6Dead+0.6Wind Leftl+0.6Wind_Pressure 15 Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction+0.75Floor_Live 16 Dead+Collateral+E2PAT LL 2 K1890829A Bracing Reactions Report: 11/ 1/18 11:49am BUILDING BRACING REACTIONS: K1890829A Additional Reactions Report: 11/ 1/18 11:49am Rigid Frame Column Reactions(k) Frame Col Dead--- Collateral Live--- Wind Leftl Wind_Rightl Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 2* A 0.7 2.0 1.0 2.3 2.9 7.0 10.3 15.0 1.9 17.7 2* C 0.7 2.0 1.0 2.3 2.9 7.0 2.2 9.6 12:.3 21.3 a Page 8 Of 10 Kl Q no'it Job No. K1890829A Designer AEW 8MLOM Customer JTO CONTRACTORS Checker w Address JOB SITE STREET) Seal Engr. a a s.,vs• SANFORD, FL 32771 Revision # Frame Col Wind_Left2 Wind_Right2 Wind_Longl Wind_Long2 Seis_Left- Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 2* A 9.7 6.9 1.3 -9.6 10.4 25.0 3.2 -14.4 0.1 0.1 2* C 2.9 1.6 11.7 -13.2 4.6 14.0 10.9 -24.6 0.1 0.1 Frame Col Seis_Right Seis_Long- Line Line Horz Vert Horz Vert 2* A 0.1 0.1 0.3 -0.2 2* C 0.1 0.1 0.3 0.2 2* Frame Lines:2 3 Endwall Column Reactions(k) Wind Wind Wind Wind Wind Frame Col Dead Collat Live Leftl Rightl Left2 Right2 Press Line Line Vert Vert Vert Vert Vert Vert Vert Horz 1 A 0.5 0.5 2.2 3.1 5.1 1.5 3.5 3.1 1 B 1.3 1.5 6.7 9.4 16.1 4.3 11.0 8.9 l C 0.5 0.5 2.2 3.0 5.2 1.2 3.4 2.7 Wind Wind Wind Frame Col Suct Longl Long2 ElPAT_LL_1- ElPAT_LL_2- Line Line Horz Vert Vert Horz Vert Horz Vert 1 A 3.5 5.3 3.1 0.0 2.5 0.0 0.3 1 B 9.8 16.0 9.4 0.0 3.3 0.0 3.4 1 C 3.1 5.2 3.0 0.0 0.3 0.0 2.5 Wind Wind Wind Wind Wind Frame Col Dead Collat Live Leftl Rightl Left2 Right2 Press Line Line Vert Vert Vert Vert Vert Vert Vert Horz 4 C 0.5 0.5 2.2 5.2 3.0 3.4 1.2 2.7 4 B 1.3 1.5 6.7 16.1 9.4 11.0 4.3, 8.9 4 A 0.5 0.5 2.2 5.1 3.1 3.5 1.5 3.1 Wind Wind Wind Frame Col Suct Longl Long2 E2PAT LL 1- E2PAT LL 2- Line Line Horz Vert Vert Horz Vert . Horz Vert 4 C 3.1 5.2 3.0 0.0 2.5 0.0 0.3 4 B 9.8 16.0 9.4 0.0 3.4 0.0 3.3 4 A 3.5 5.3 3.1 0.0 0.3 0.0 2.5 s Page 9 Of 10 1 j({ KI j " BY Uuxu > Y® ,,+S' Job No. K1890829A Designer AEW Customer JTO CONTRACTORS Checker i Address JOB SITE STREET) SANFORD, FL 32771 Seal Engr. Revision #, K1890829A Seismic Design Report: 11/ 1/18 11:49am Building Data Code =IBC 15 Length = 70.00 Width = 50.00 Left Eave Height = 20.08 Right Eave Height = 18.00 Seismic Formula Base Shear, V = 0.01*W Vmin = 0.044*Sds*Ie*W Vmax = Shc*Ie*W/(T*R T(Moment_Frame) = 0.296' Shear Force, E = V Rigid frame, endwall frame, .wind bent, wind column & base reactions) T(Braced_Frame) = 0.182 Shear Force, Em = Omega*V Wall diagonal bracing, splice at rigid frame & wind bent knee) Note: Applied load is seismic force multiplied by load combination Zone/Design Category= A Sl 0.041 Shc 0.066 Sds 0.105 Seismic Dead Load, W Frame Dead = 2.00 psf) Roof Dead 2.00 psf) Collateral = 4.00 psf) Roof Total = 8.00 psf) Weight= 28.00 k) L_EW Dead = 25.00 psf) Weight= 11.90 k) F_SW Dead = 27.00 psf) Weight= 17.01 k) R_EW Dead = 25.00 psf) Weight= 11.90 k) B SW Dead = 28.00 psf) Weight= 19.68 k) Total 88.49 k) Seismic Forces Page 10 Of 10 Job No. K1890829A Designer AEW KIR;B Y Customer I JTO CONTRACTORS CheckerBUILDING SYSTEMS Address (JOB SITE STREET) Seal Engr. a.r € Wwrlwt OH-:RM,11y.M'%s, SANFORD, FL 32771 Revision # Roof Bracing Cs = 0.0100 W = 51.80 (k) Force, V = 0.52 (k) Vmin) Force, E = 0.52 (k) Sidewall Panel Front Omega= 1.00 Cs = 0.0100 W = 0.00 (k) Force, V = 0.00 (k) Vmin) Force, Em = 0.00 (k) Wind Bents Back. Cs = 0.0100 W = 51.80 (k) Force, V = 0.52 (k) Vmin) Force, E = 0.52 (k) Endwall Bracing Left Omega= 1.00 Cs = 0.0100 W = 11.00 (k) Force, V = 0.11 (k) Vmin) Force, Em = 0.11 (k) Force, E = 0.11 (k) Right Omega= 1.00 Cs = 0.0100 W = 11.00 (k) Force, V = 0.11 (k) Vmin) Force, Em = 0.11 (k) Force, E = 0.11 (k) Rigid Frames Cs = 0.0100 Frame 1 W = 22.00 (k) Force, V = 0.22 (k) Vmin) Force, E = 0.22 (k) End Plates Frame Omega= 1.00 Wind Bent Omega= 1.00 Total Base Shear Longitudinal Force, V = 0.52 (k) Transverse Force, V = 0.66 (k) COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100009 BUILDING APPLICATIONI: 18-10000962 BUILDING PERMIT NUMBER:. 18-10000962 UNIT ADDRESS: ORLANDO DRIVE 2904 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE:: OWNER NAME: ADDRESS: APPLICANT NAME: THOMAS B BALL' III LLLP ADDRESS: 213 SHADY OAKS CIRCLE D0001_ 0 DATE: December 27, 2018 01,- 20-30-512-0000-0600 PARCEL: TRACT: BLOCK* LOT: ao LAND USE: WAREHOUSE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 290-4 ORLANDO DR / NEW WAREHOUSE ACCESSORY BUILDING / 35,00SF FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS, TYPE ROADS- ARTERIALS CO -WIDE ORD wajfehousin'* 358.00 ROADS - COLLECTORS N/A Warehousing* 00 FIRE RESCUE N/A LIBRARY N/A SCHOOLS N/A PARKS N/A LAW ENFORCE N/A DRAINAGE N/A PERSONS ARE ADVISED THAT THIS IS A STATEMENT SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THP TO APPEAL THE CALCULATION OF MUST BE EXERCISED BY FILING DAYS OF THE DATE ABOVE, BUT CERTIFICATE OF OCCUPANCY OR MUST MEET THE REQUIREMENTS, C COPIES OF RULES GOVERNING AE FROM THE BUSINESS OFFICE: . 11 3. 500 1000gs,ft 1,253.00 3. 500' 1000gsft .00 00 00 00 00 00 00 AMOUNT DUE 1,253:00 OF FEES DUE UNDER THE ND/ OR EDUCATIONAL, T ANY,RIGHTS OF THE APPLICANT, OR OWNER, ANY OF THE ABOVE MENTIONED IMPACT FEES A WRITTEN REQUEST WITHIN 45 CALENDAR NO LATER THAN OCCUPANCY. THE REQUEST FOR REVIEW F THE COUNTY LAND DEVELOPMENT CODE. PEALS MAY,'BE PICKED UP, OR REQUESTED, 01 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM'THE DATE ABOVE 611 5 / 50 C 00 124 KIRBY DRIVE, PORTLAND, TN 37.148 o e METAL BUILDING MANUFACTURERS ASSOCIATION ACCREDITED® MEMBER AC472 GENERAL NOTES: 1. MATERIALS ASTM DESCRIPTION 1. MATERIALS ASTM DESCRIPTION STRUCTURAL STEEL PLATE A529 / A572 / A1011 ROOF AND WALL SHEETING A653 / A792 HOT ROLLED MILL SHAPES A36 / A529 / A572 / A500 BOLTS A307 / A325, COLD FORM SHAPES A653 / A1011 CABLE A475 RODS A572 / A108 2. A325 & A490 BOLT TIGHTENING REQUIREMENTS BOLTED JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE "RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH -STRENGTH BOLTS" UNLESS NOTED OTHERWISE ON THE KBS ERECTION DRAWINGS, ALL A490 BOLTS SHALL BE PRETENSIONED AND ALL A325 BOLTS IN SECONDARY MEMBERS (PURLINS, GIRTS, FRAMED OPENINGS, ETC.), AND ALL FRANGE BRACES MUST BE SNUG TIGHT: PRIMARY FRAMING (RIGID FRAMING AND BRACING) MUST BE SNUG TIGHT EXCEPT AS FOLLOWS: I. BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5 TONS. II. BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT OR STRESS -REVERSALS ON THE CONNECTIONS THE ENGINEER -OF -RECORD FOR THE PROJECTSHOULD BE CONSULTED TO EVALUATE FOR THIS CONDITION. III. THE PROJECT SITE IS LOCATED IN A HIGH SEISMIC AREA. FOR IBC BASED CODES, "HIGH SEISMIC AREA" IS DEFINED AS A SEISMIC DESIGN CATEGORY OF D, E OR F. IV. ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS A SLIPCRITICAL CONNECTION MUST BE FREE OF PAINT, OIL, OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. 3. STRUCTURAL SHOP COAT PAINT THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR ONLY A SHORT PERIOD OF EXPOSURE TO ATMOSPHERIC CONDITIONS. SHOP COAT PRIMER DOES NOT PROVIDE THE APPEARANCE, DURABILITY AND/OR PROTECTION OF AN APPROPRIATE FIELD APPLIED FINISH. KIRBY STANDARD SHOP COAT PAINT SHALL MEET OR EXCEED THE REQUIREMENTS OF FEDERAL SPECIFICATION TTP636. 4. TEMPORARY PANEL STORAGE PAINTED BUILDING PANELS WITH FLUOROPOLYMER FINISH ARE HIGH -QUALITY CONSTRUCTION MATERIALS. WHILE IN THE BUNDLE, PANELS SHOULD BE PROTECTED FROM HIGH TEMPERATURE, HUMIDITY AND MOISTURE, OTHERWISE, DAMAGE CAN OCCUR TO THE PAINTED SURFACE OF THE PANEL. PLEASE REFER TO THE WARNING LABEL" THAT KIRBY APPLIES TO EACH BUNDLE OF FLUOROPOLYMER FINISHED PANELS FOR PROPER STORAGE PROCEDURES. 5. TEMPORARY BRACING BUILDER/CUSTOMER SHALL SPECIFICALLY NOTE THAT BRACING FURNISHED BY KIRBY IS INTENDED TO' BE USED FOR THE COMPLETED BUILDING; KIRBY DOES NOT REPRESENT OR GUARANTEE THAT THE BRACING WILL BE ADEQUATE AS TEMPORARY BRACING DURING ERECTION OF THE BUILDING. 6. PANEL HANDLING METAL BUILDING PANELS ARE WAXED OR OILED FOR FINISH PROTECTION DURING SHIPPING AND STORAGE. THE WAX OR OIL MAKES THE PANELS SLIPPERY AND HAZARDOUS TO WALK ON OR STAND ON. THE WAX OR OIL CAN BUILD UP ON SHOES, GLOVES, AND CLOTHING, MAKING CLIMBING OR WALKING ON OTHER COMPONENTS HAZARDOUS. 7. ERECTION NOTES THE BUILDING MUST BE ERECTED ACCORDING TO THE FRAMING PLANS, STANDARD DETAILS, SPECIAL DETAILS, AND NOTES TO ASSURE COMPLIANCE WITH DESIGN LOADS AND BUILDING CODE REQUIREMENTS. FIELD MODIFICATION OF THE BUILDINGS OR BUILDING COMPONENTS WHICH WILL AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL BY AN AUTHORIZED REPRESENTATIVE OF KIRBY BUILDING SYSTEMS. 8. WELDING SPECIFICATIONS ALL SHOP WELDS ON MATERIALS GREATER THAN OR EQUAL TO 0.125" IN THICKNESS WERE PRODUCED IN ACCORDANCE WITHIN THE 2010 AWS D1.1 STRUCTURAL WELDING CODE - STEEL. THE REMAINING WELDS ON OTHER THINNER MATERIALS WERE PRODUCED IN ACCORDANCE WITH THE 2008 AWS D1.3 STRUCTURAL WELDING CODE - SHEET STEEL. ALL WELDING WAS PERFORMED BY AWS CERTIFIED WELDERS. 9. BUILDING MAINTENANCE MANUAL AVAILABLE AT http://www.kirbybuildingsystems.com/for_metal_bui!ding_systems_builders.asp JOB NUMBER: K1890829A BUYER: COX CONSTRUCTION & DEVELOPMENT PROJECT: JTO CONTRACTORS LOCATION: SANFORD, FL TABLE OF CONTENTS DWG NO. DRAWING TITLE E1 ANCHOR BOLT PLAN E2 CROSS SECTION: UNE(S) 2, 3 E3 ROOF FRAMING / SHEETING / TRIM E4 SIDEWALL FRAMING / SHEETING / TRIM: LINE A E5 SIDEWALL FRAMING / SHEETING / TRIM: LINE C E6 ENDWALL FRAMING / SHEETING / TRIM: LINE 1 E7 ENDWALL FRAMING / SHEETING / TRIM: LINE 4 E8 ERECTION DETAILS: SPECIAL DI-D5 ERECTION DETAILS: STANDARD BUILDING LOADS / DESCRIPTION: FLORIDA PRODUCT APPROVAL # C TIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ROOF PANELS: KR2 4838.2 ORDER TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND WALL PANELS: KR2 4837.1 SUPPLIED BY KIRBY BUILDING SYSTEMS, INC., IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. DESIGN LOADS HAVE BEEN APPLIED IN ACCORDANCE WITH THE FOLLOWING. E' THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED PRIMER: A APPLIED AS REQUIRED BY: FBC 17 STRUCTURAL FRAMING: GP- GRAY PRIMER T iE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY WALL SECONDARY. GP -GRAY PRIMER gITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. ROOF SECONDARY: GP - GRAY PRIMER R;OOF DEAD LOAD: - 2.0 PSF (ROOF PANELS & PURLINS) ROOF PANELS: RISK CATEGORY: 11 - Normal TYPE: 26 Ga. KIRBY RIB (KR2) COLLATERAL LOAD: 4 PSF NON UL90 RATED G OUND SNOW LOAD: 0.0 PSF Is: 1.0 Ct: 1.0 0 _ Ce: 1. jR COLOR: ZINC -ALUMINUM (ZA) ROOF SNOW LOAD: 0.0 PSF == MINIMUM SNOW LOAD: 0.0 PSF WALL PANELS: RAIN ON SNOW SURCHARGE: N/A PSF RAIN W/ SNOW (IF REQ'D) N/A PSF TYPE: 26 Ga. KIRBY RIB (KR2) ROOF LIVE LOAD: 20 PSF TRIBUTARY REDUCTION Yes COLOR: T.B.D. FRAME LIVE LOAD: 12 PSF ULTiP. ATE WIND SPEED Vw: 140- MPH EXPOSURE: C Iw: 1.0 KZT: LO GCpi: +/- 0.18 NOMINAL WIND SPEED V-d : 108 MPH COMPONENTS & CLADDING: + 42 PSF, - 55 PSF n - SEISMIC CRITERIA: - Ss: 0.10 S1: 0.04 SDS: 0.10 SO 1: 0.07 SEISMIC USE GROUP: - SITE CLASS: D le: 1.0 SEISMIC DESIGN CATEGORY. 'A ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE STRUCTURAL SYSTEM: NOT DETAILED FOR SEISMIC LAITERAL DIRECTION - BASE SHEAR: 0_66 KIPS R: 0 CS: 0_01 TRIM COLORS: LQNGITUDINAL DIRECTION - BASE SHEAR: 0_52 KIPS R: 0 CS: 0_01 Tj S BUILDING IS DESIGNED AS AN ENCLOSED STRUCTURE. ALL EXTERIOR' COMPONENTS (DOORS, WINDOWS, NOTE: ANY VARIANCE ROOF LINE TRIM: T.B.D. FROM THE PANEL DOWNSPOUTS: T.B.D. ETC.) MUST BE DESIGNED TO WITHSTAND THE WIND LOADINGS SPECIFIED FOR THE DESIGN OF COMPONENTS AND TYPES OR COLORS CLADDING IN THE DESIGN CODE LISTED ABOVE. ALL EXTERIOR COMPONENTS (WINDOWS, DOORS, ETC) MUST MEET LISTED HERE WILL BE WALL CORNER TRIM: T.B.D. WIND LOADING REQUIREMENTS FOR THE BUILDING CODE LISTED ABOVE OR MUST BE ADEQUATELY PROTECTED NOTED ON THE BASE TRIM: T.B.D. DURING A HIGH WIND EVENT. ALL GLAZING AND OTHER APPLICABLE OPENINGS IN WINDBORNE DEBRIS REGIONS ELEVATION DRAWINGS. FRAMED OPENING TRIM: T.B.D. MUST BE IMPACT -RESISTANT OR PROTECTED WITH AN IMPACT -RESISTANT COVERING. IMPACT RESISTANT MATERIALS MUST MEET THE LARGE AND/OR SMALL MISSILE TEST OF ASTM E 1996 AND ASTM E 1886. THE. DESIGN OF STRUCTURAL MEMBERS SUPPORTING GRAVITY LOADS IS CONTROLLED BY THE MORE CRITICAL EFFECT OF ROOF LIVE LOAD OR ROOF SNOW LOAD, AS DETERMINED BY THE APPLICABLE CODE. DEAD LOAD: NORMAL WEIGHT OF METAL BUILDING COMPONENTS AS SUPPLIED BY THE MANUFACTURER MINIMUM SNOW LOAD IS BASED ON THE MINIMUM ROOF SNOW LOAD CALCULATED PER BUILDING CODE OR THE CONTRACT - SPECIFIED ROOF SNOW LOAD, WHICHEVER IS GREATER. THIS VALUE FOR THE MINIMUM SNOW LOAD IS ONLY APPLIED IN COMBINATION WITH DEAD AND COLLATERAL LOADS, ROOF SNOW IN OTHER LOADING CONDITIONS IS DETERMINED PER THE SPECIFIC BUILDING CODE. FOR OCCUPANCY CATEGORY I OR 11 BUILDINGS, IBC ALLOWS FOR SINGLE STORY BUILDINGS TO HAVE NO LIMIT FOR SEISMIC\QHI.H. W /, STORY DRIFT. PLEASE NOTE THAT ANY INTERIOR WALLS, PARTITIONS, CEILINGS, AND EXTERIOR WALLS SHOULD BE DETAILED \ \Oc Qj / BY OTHERS) TO ACCOMMODATE THIS STORY DRIFT. J ,' C' E OTHER LOADS: ENGINEER NOTES: n n n n Dia= 3/4" Dia= 3/4" SW - a Fl. h 70'-0" 4FN 4 o m e w OUT -TO -OUT OF STEEL ' o z z a o 0 23'-4" 23'-4" 23'-4" O V N 04 \ a 12'-0" 8'-8" N 12'-0" 9'-4" 12'-0" 10'-01, _ o OPEN OPEN OPEN w 8" M 3" w 8" 'J 3" o wN 11 1 2" 11 1 2" O a U O E E E DETAIL A DETAIL B my r'o Q J A C C A Dia= 3/4" Dia= 3/4 mo,., o o Z 8"x10'-0" MASONR _--- SW iN ]Gmw 0 < o0 o a .YSeePlan111/2" oy x iS BY OTHERS) Lu Q u z @LINE.AONLY) 1 1/2" 1 1/2!. 8 0 3, r w w o a m ] C4 N m z_ 0 U z 09 3 1/2" co n w n C° 0O Cn o N N m Sw w w w DETAIL C DETAIL D a II_ z U) u) Dia= 1/2" o 0 L_ F LL U O = a o O On JQ F o I I ~ O 8"x8'-0" MASONRY Y Q BY OTHERS) s0 O OPENING < TYP. UN. NTD.) WIDTH o a cD o o o W a U Z Z O O u O w 2) 1/2" 0 ANCHOR BOLTS 0o ao r1 o FIELD DRILL AS REQUIRED M N N DETAIL E Base EL. 110'-0" @ LINE A w o o Q Base EL. 108'-0" @ LINE C O Q Q U Z U w.H K Q Z H U) z 2..WQ U) Q W pO Z O NOTE: MASONRY CONSTRUCTION BY OTHERS IS = a z s NOT SHOWN ON ANCHOR BOLT DETAILS FOR Q a o LL o o o D C C D DRAWING CLARITY. p J w 0 E - E E _ td-iC:l ao wrao N LL ¢gx`n JZQx ZaD w oa O I o. Z O w 0 2'-8" 12'-0" 8'" 12'-0" 9'-4" 12'-0" 10' -0" ~ N OPEN OPEN OPEN- 8O o o Q 2Qz 23'- 4" 23'-4" 23'-4" m o wN 6 Na xowo oz ow o 70'- 0" o a z z o OUT - TO -OUT OF STEEL w U m O N j} O m J w 0 V\ o \\\\\`II -I ANCHOR BOLT PLAN SEpH H. Wpo/ ii NOTE: ALL BASE PLATES @ 100'-0" (U.N.) \ 0 :..........0 E FINISHED FLOOR @ 100'-0" No. 055123 A. B. SIZE AND PROJECTION .ANCHOR BOLT QUANTITY PROJECTION QTY. BOLT CIA. (* P) GENERAL NOTES: - BOTTOM OF AS REQ'D 1/2" N/A 11 9 1$ AB4. PROJECT FOUNDATION DESIGN SHALL BE THE RESPONSIBILITY OF A REGISTERED PROFESSIONAL AB1. ALL DIMENSIONS ARE OUT TO OUT OF STEEL. IF CONCRETE NOTCH IS REQUIRED, THEN THE REOD ENGINEER FAMILIAR WITH LOCAL SITE CONDITIONS, NOT THE METAL BUILDING MANUFACTURER. - + P BASE PLATE QQ 3/4" 2-1/2" / ''• STATE 0 F DIMENSIONSSHOULDBEADDEDTOOBTAINTHEOUTTOOUTOFCONCRETEDIMENSIONS. - / \ A02. THIS DRAWING INDICATES WHERE THE ANCHOR 80LTS ARE TO BE PLACED AS WELL AS THE AB5. THE METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR ANCHOR BOLTS (INCLUDING ANCHOR BOLT SHAPE 1" 3" WASHERS AND NUTS), EXPANSION BOLTS, EMBEDMENT PLATES, NOR ANY OTHER MATERIALS THAT MAY IS TO BE DETERMINED FOOTPRINTOFTHEMETALBUILDING. IT IS ESSENTIAL THAT THESE BOLT PATTERNS BE FOLLOWED. IF ++ 1-114" 3-1 /2" v ` 0 R O Q \ THESE SETTINGS DIFFER FROM THE ARCHITECTURAL FOUNDATION PLANS, THE METAL BUILDING BE CONSIDERED PART OF THE FOUNDATION. _ BY THE FOUNDATION' \ MANUFACTURER MUST BE CONTACTED IMMEDIATELY- BEFORE CONCRETE IS PLACED. ABS. THE ANCHOR BOLT LOCATIONS SHOWN SATISFY PERTINENT REQUIREMENTS OF THE DESIGN OF ENGINEER. 0 ABN CHOIR EACHSPECIFIED ANCHOR BOLT DIAMETER ASSUMES F 54-3 GRADE 35 UNLESS REMEDOTHERWISE. THE METAL BUILDING. 1T IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO MANE CERTAIN. - BOLT MATERIAL IS TO BE ASTM F1554-36. N A L THAT SUFFICIENT CONCRETE EDGE DISTANCE IS PROVIDED FOR ALL ANCHOR BOLTS. - ANCHORBOLTSOFEQUALDIAMETERTHATEXCEEDTHEF1554-J6 STRENGTH REQUIREMENT MAY BE *+ANCHORBOLT fMBEDMENT LENGTH"D"S TO BE IIIIII 1 USEDATTHE DISCRETION OF THE FOUNDATION ENGINEER. ABT DRAWINGS ARE NOT TO SCALE. SEE DETAILS FOR COLUMN ORIENTATION. I DETERMINED BY THE FOUNDATION ENGINEER. SPLICE PLATE & BOLT TABLE CONNECTION PLATES Oty Mark Top Bot Int Type Dia Length Width Thick Length 1D Mark/Part N11RBR08 SP1 4 4 2 A325 3/4" 3" 6" 5/8" 2'-115/16" SP2 4 4 2 A325 3/4" 3" 6" 1/2" 2'-115/16" z m m o w o 0 FLANGE BRACES: (1) One Side; (2) Two Sides FBxxA(1) 0 kld,, w A - Ll88x099 a § B - L3x3x1 /4 0 wo mq o u-> Y M Z Z N 0 cti.. O o U rZH w < w50'-01/2" m—u i Z z f4'-016" Nor vl , o o..o. 1i—y V N U o94' 8" Cmw fL o o o a m4'-0 3/16" o m x 1/2",,, U12 07w o FB8A(1),. FB6A(1) — FB3A 1 aeozzo Q oaouo F133A(1) 1`63A(1) FBSA 1 F67A(1) I z IN LU RF1- 2 0 U I aw F . I F a o w FB4A(1 O o% AG0011X - I w W _ Y U U ¢z W 2 O I:.. - O W CL' 2 .j Z mo o z LLo w O =) W ULLJ in _ U O I.; m w Z} ' - NO zoo zaz Z} Omwwoo ¢ Om n z H (7 o= Qoto ¢ o z FINISHED FLOOR = 100'-0" U) z T w Q-.o o w w > & w zo m a a Zxwao5rqw= Fo wz8 44,-2" 8, Q a 'o = o a LL oowo.o CLEAR+/- 2 4 1/2 50'- 0" OUT -TO -OUT OF STEEL 2 1 1/2 H a o N w'o d' 8§T-w-,zom<TW <oi-w o¢r- dzRIGID FRAME CROSS SECTION; LINE<wFS) 2, 3 <w o w o za oa7m q§ owIn0QoN1-o 3 o a z 0 0 w" oN rw.zz _a pH . H. W S ...:.............. p0 No. - 055123 9 i , 11/ 9/18 Lu` STATE 0 F Z OR C2 P \ BA0030 BA0020 BB0010 BB0045 - , 70'-0"'OUT-TO-OUT OF STEEL 23'-4" 23'4" 23,-4" 1'-0" 22'-4" 22'-4" 1'-0" O O O L A j DA0011 Fi I• O DA0013 DA00" O L 3 V, E1 E2 E3> PURLIN LAPS: + V+ ss/a° r-s3/a" 6"FASTENER SPACINGS EACH CORNER OF BLDG. TYP. ROOF FRAMING CONNECTION PLATES ROOF PLAN ID I QUAN MARK/PART 1 4 RBR08 w Of o- mY o Y M ln' U Z O cm 4n O.00 O XY. O Q 4 O t! U N 70'-0" OUT -TO -OUT OF STEEL t J} m w a a, o U o QO rno w a z0 wawp w . aw N o ¢w 7U' z Clop w o < arno p X Q Q W Q Z. O d U p'Z W p Zw O wH Z w QwO O z - O xdN Z UwO ¢ G U - O Q W U Q U Z Z p p WLLtiwZ w U W N a D 7 wN S F Ul 2l FQ2Zti0OWO < O . Z p N m:J o w w >- cam_c U h Z ( 4 W w a p H - Z Q Fa_Z O mQ w W Q w O m O LAST PANEL: BACKLAP 2'-0" _ N N osOo = o a z & ROOF SHEETING/ TRIM o= aoaa>=o TH m H EW00 CNSF.... ice. No. 055123 11/ 9/18 'Ljj Z:- STATE OF i S'•F ORI P:: C\ I cFo11 cclolo BOLT TABLE LFoo10 Foa10 FRAME LINE A LOCATION QUAN TYPE DIA LENGTH ' o WF-1 - WF-2 8 A325 3/4 3" w O O3 O O WF-1 - RF1-1 WITH WASHERS t0 A325 1/2" . 2" z m o 70'-0" OUT -TO -OUT OF STEEL CONNECTION PLATES o z o 0 0 0FRAMELINEAz 23'-4" 23'-4" 23'-4" ID QUAN MARK/PART a 1 9 KAC01 0 2 6 JCA02 as 3 12 JCP02 t o 4 4 GCC52 } q ` 0 > m4 z o Y = 0 a y r fl \ WF-2\ m iOi ( ( o.) c0 I N _ a0 .N N . a0 N N . e0 N . I - COMM . '° <. z Z -i g G12' m QED ccun m G16 m m G8 m m I y 0 o q N N: N ... - N N N 4 -. ,CmN Q O z m D- 29 CG0501 3 23 Q 23 23 32 3 } a m - wI G14 3 LFo11ox G15 3 G9 LI G17 3 I 2 N> Z q I I I - I I w r- m a w in I I ow I I a ow I I ow I I o 0 oFo II I I I I -o I I I 0 717 Z} m I I IuiI I I I a- i= - -----=---- ---I- H 9 C IH ,i 7 CHI 7 C H w EC- 6 RF1-1 ZD1': RF1-1 EC-1 Q w V C a 10'- 0" 12'-0" 9`-4" 12'-0" N 8'-8" 12'-D" 2'-8" OPEN OPEN OPEN L a w 1''- A1/8- I 21'-3 3/4 _ 1'-0 1/81, Y w ¢ a 0 CLEAR BETWEEN PORTAL COLUMNS o SIDEWALL FRAMING: LINE A a J <w xaa wa zoo NOTE: JAMBS.SIT ON TOP OF MASONRY BY OTHERS (TYP) a LL O w w o 0 z< zpwzD 0 w o O N a rnarnzr=- cox ooZ. . O O .1 O Z =LLa wna 1 2 0 Z w>01ow.0 a zo HRCL HRB181 HRCR a o IEloww11- 1m a o U w = J C7 ¢ w W ao m zn d03 0 0 3 m o o zv in It v 'oa-z<wa ooOoI Q wa c w. O r HTK148, CCA145 HTK148, CCA14 cc HTK148, CCA145 I O a z aL.J p aco . 0 f — l11— — R CL— (' z t= p to CD 00owowzof O w - 0oIdIIIII-" r< a. a000~ cGDo041 GD0240 c o 4 A a. I IN F. PH. H. L----_IL------- °—.--.-1---- 1- — "—-------I— SF 1 LAST PANEL: BACKLAP 2'-0" i No. 055123 GB0160 GA0030 - BT15 -70 SIDEWALL SHEETING / TRIM: LINE A o` ii%/ is STATE OF ON1. A i DOWNSPOUT LOCATIONS CONNECTION. PLATES m FRAME LINE c oDBA01,-DPA01, DSB14, DSE01 CF0115 CC1010 ID I QUAN" MARK/PART GA0087 GA0082 GA0087 GA1082 LFOO QED . 1 9 KAC0.1, Luw 2 1 JCA02 m O O O O 3 12 JCP02 w m w z 4 2 GCC51 o z ¢ 70'-0" OUT -TO -OUT OF STEEL g ? O 23'-4" 23'-4" 23'-4" 20 m a m V z o 2 N Y c? ti w Mz 0 2 0 U zo ow a0 w z w O o o j= U z110 I 0 IIo I 2 3Is 7 I ow va o i o G8 Io G9 LI I I o Uw oWI "va I o o G10 12.3 Io G11 owIIva I I I —U G12 o I. G13 I I I. Z OVNF O r,H r z LL COME ` < 'z - ,o ¢ COMEc LL O z91.-. J V OU. OwZ O r U - z 1 N w 0 oo0 Ir 0 EC-3 RF1-3 RF1-3 EC-4 o a 2-8 120 I 8-8 o cam) 120 9411. I 120 100 OPEN t s t t OPEN rOPEN J ¢ W SIDEWALL FRAMING: LINE C Y rwaz NOTE: JAMBS SIT ON TOP OF MASONRY BY OTHERS (TYP) F a o w ao. Z Wzwa¢ oz . 0 o w wo wo z o z ¢ z w o Ocn¢ z Z O z wo QN O ¢ z LLac wlna DD0601. DD0011 GEGCL CLH10B GEG181 GTS01 GEGCR C)Ed Elo M I w w IKJO.m uJ...W. z w m¢ CVN C) o o 0 I I N- N O . a. O w N¢ o N 0 o HTK148, CCA145 vHTK148, CCA14 HTK148, CCA145 Q I rn 0rn 0I rn 0 I rn 0rn 0I Q o xxo oxo¢ o¢ z o I UI IU UI 06 a I w 0 0 0 Imo_ FI. 0 ICI o o rw z F zo ad p 0 o a_ a H. LAST PANEL: BACKLAP2'-0" S CENS.. BSC121 i}: No. 055123 SIDEWALL SHEETING / TRIM' LINE C 11/ 9/18 LLJZ STATE OF OR I S// ON A OFLANGE BRACES: (1) One Side; (2) Two Sides ne°3o neos i BOLT TABLE FBxxA(1) a aszo ccooiz rooiix FRAME LINE 1 LOCATION QUAN TYPE DIA LENGTH VA - L188x099 Fooiox Fooiox ER 1/ER 2 4 A325 1/2" 2" B - L3x3x1 /4 Columns/Raf 4 A325 1/2" 2" > O z m > .. ooOOCONNECTIONPLATES , o 50'-0" OUT -TO -OUT OF STEEL FRAME LINE 1 z LL o 0 0 ID _QUAN MARK/PART g '` w 25'-0" 25-0" 1'-4" 23'-8" 23'-8" 1'-4" 2 9 KAC01 G5a o12 FB1A ER-1 5 1 r1 p 22 w I FBtA FB1A 6 1 RBR08FB1A Y M z T — — —— — — — — MAR01 FB1A ER-2 7 1 CSR34 + PWA25 N o 0 FB1A 8' 3 GCB60 n z K U cm v3 Z. i ¢ O . 1 rn G5o o 0 G2 e I N : CmN,O o Y M uw o3 w o C'e G2 FB1A G4rNz CD 0 O z8 0 W '^ ui ow z G1 z FB1A G3 2 8 cow' m N 2 > z. w O F z I / z oaf I \ O of O a I. _ 0 J _ 0 O I / H0 N a of Z I Z L1-_ U OZ I — — — — — — — — — — — — — I -------------- — — — 4Y ¢ Na< W O Q W W OEC-1 EC-2 EC-3 J W Q(7 Z o x a U OZ wow GIRT LAPS; ENDWALL FRAMING: LINE 1 0w o w z t o Z w¢ z= O ¢ U Z U Q .0 U y w a Z U N LL w 1/2" z w w w.ow12 N. U > = a H Z = GFR181 Q aoLLsoQ w o, p<o N w w rn 0 ¢ 0 N o 7- NED o Z O i - mO:C`I r W ~O Z sw Oomgo Q . e - d. - e we d e e v v d e . a a da.. v.... H';j/. C Y d .. .e..v de' \\,Q CENS..O. F ' . a v.. a b d i d d d 04' _ .... LLj 11/9/1801 BSC121 STATE OF P' ENDWALL SHEETING / TRIM: LINE 1 ///JINAi FLANGE BRACES: (1) One Side; (2) Two Sides BOLT TABLE E 4FRAME0 hi- oFBxxA(1) LOCATION QUAN TYPE DIA LENGTH A - L188x099 ER 1/ER 2 4 A325 1/2" 2" rw B - L3x3x1/4 Columns/Raf 4 A325 1/2" 2" s m PLATESCONNECTION 50'-0" OUT -TO -OUT OF STEEL FRAME LINE 4 gIDQUANIMARK/PART z 1/2" 1'-4" 25'4" 1 23'-8" 25'-0" 23'-8" 1'-4" 1 1 3 6 GCC51 08KAC0018 12 4 2 GCC52 c w E FB1A 5 1 r1 m w p E FB1A F61A I1_ 6 1 7 1 RBR08 + PWA25CSR34 N 0 oI2F61AMAR01_ — — — FB1A— D UFB1A co en rU LL 0= V COMM LL z0 Z. O I X oJNU X OU ZN G6 G4 s acmes U 0 N Y I 3 zmaoo Woo Ce, F61A G4G2 F 2 O I CO O o I o.7= m N a QCD FB1A I® N s G3 G1 w zWC7g I ZO J U W CDW I CDD a0 O 0 Z ZY Om. Om— I U aw U m m r ¢z1W ` 6.oIIw EC-4 EC-5 EC-6 w O W o a a NW O x. g U o z z0.? p GIRT LAPS: S-0" ENDWALL FRAMING: LINE 4 W Wzoc Z<z CDw ~ p 0 , < W O < U Z U Q O v Y a Z< (J O O O V LL W U N< Wmoo: e 1/2" 12 7z rnw Wien K H GFR181 11J Q W OLL= -<w o'Oti O K0' x U 'lp rN-nz U' < w W dm z o m o< r z'wEipw N N N z - CD b CD x d a 17 a e ad e . ad .Q. a .a aa a v H. who,, eae dd •. o.o d e a d. a dd. Qe d. a 6l z}i No. 055123 d d Cd ea 14 CEO BSC121 11/9/18 / STATE OF 0R I'D '.C' ENDWALL SHEETING / TRIM: LINE 4 S/ANAL lll 11 O CEE GIRT (TOES UP) O WALL PANEL O O MEMBER FASTENER 1--0" O.C.) CLIP "GCP58" (SHOP -WELDED TO GIRT) CLOSURE - 1/2"x1-1/4" A325 BOLT REFER CROSS SECTION FOR FLANGE BRACE QUANTITY. DETAIL IS SYMMETRICAL ABOUT I - IF FLANGE BRACES ARE REQUIRED ON BOTH SIDES. BASE TRIM "BT_"J FLANGE BRACN'b1/2"xi-1/4"A32 COLUMN - A00011X FLANGE BRACE. _ TO CEE GIRT TOES UP Y<" EXPANSION ANCHOR OR EQUAL. AT A'-0" O.C. MAX. NOT BY MANUFACTURER) BASE CHANNEL MASONRY WALL BY OTHERS) GB016DX BASE DETAIL WITH TT_" TRIM 3 0 CLIP GCB60 c0 WITH (3) 1 /2"x2" A325 BOLTS - WITH WASHERS - ¢ m CLIP "KAC01" 2) 1 /2" x 2" A325 BOLTS W/ WASHERS p e e p COLUMN Oe e0 SHAPE VARIES) (2) 1/2"x1-1/4" A325 BOLTS O O C 0O Oc C BASE GIRT C O O C BASE GIRT I O C oC p0 0 BASE GIRT (ENDWALL) 1 O III 3 1 (2) 1/2" 0-1/4" A325 BOLTS WITH WASHERS 0 91 i o, la n a ws_ r CLIP "GCP58" (SHOP -WELDED TO GIRT) CLIP "GCP58" (SHOP -WELDED TO GIRT) 2) 1/2"x 1 1/4" A325 BOLTS CLIP 'GCP58 (SHOP -WELDED TO GIRT) CLIP "KAC01" (ATTACHES UNDER CLIP "KAC01' 4) 1/2"x1-1 /4" A325 BOLTS LF001 OX CLIP "KAC01" BY -FRAME -CONDITION LFOO1 1 X HOT -ROLLED COLUMN TO BASE GIRTS ABOVE MASONRY WALL BY -FRAME COLD FORMED CHANNEL , CONNECTION WHEN OPEN BELOW YV EXPANSION ANCHOR OR EQUAL AT 4'-0" O.C. MAX. WALL PANEL NOT BY MANUFACTURER) MEMBER FASTENER 1'-0" O.C.) BASE CHANNEL CLOSURE MASONRY WALL BY OTHERS) BASE TRIM "BSC_" MODIFIED WITH LONGER VERTICAL LEG) GB0161X - BASE DETAIL WITH STANDARD PANEL LAP WITH "BT "TRIM OWE O 0O CLIP "JCA_" BASE GIRT 3_ Aj CLIP "JCP_" WITH (2) 1/2"z1-t/4" A325 BOLTS zO J 7 w 0 LF011OX BASE GIRT TO JAMB ow¢w w0o ¢ z Na3 JCP_" WITH (2) 1/2"z1-1/4" A325 BOLTS - O a - O O Xa< _ Q.z, z1Low 0 0 0 < • z.0 z q Z w w O O w¢ U'd mZ'F-C72 W-p Q g U Z U U) m g w r^ LL= w§ z o Z C:) ao N.o>w mwwviw w Uri tnz(7¢Z. q Q' W m Oz ZI-mq. O Z_ O O O x O ¢ LLz LLoo N Z o x o i LLo N E w o z oxQOOz _ z - uow U o SEPH...H DENSE No. 055123 11/9/ 18 STATE OF i S `_ OR 1'D C) RAFTER WEB NOTE: FOR CLARITY, LOOSE BRACKET ENDWALL RAFTERTHERAFTERFLANGECSR; IS NOT SHOWN. NOTE: RAFTER SPLICE (IF PRESENT) IS NOT SHOWN. STUB 4)1/2"x 11/4" PLATE WASHERA325BOLTSPWA, SECTION A 2) Y" x 2" A - A325 BOLTS A ENDWALL, C COLUMN POST & BEAM O" W 8" GIRTS ENDWALL LOOSE BRACKET 2"w/9.5"GIFTS RAFTER CSR,, 4 w/ 12" GIRTS SEE SEE PLAN PLAN SECTION A PWA25 I AB0511 2) 1/2" x 2" A325 BOLTS STUB - CORNER COLUMNIENDWALLRAFTERTO "I SEE FRAME I ELEVATION FOR BOLT I REQUIREMENTS P _ I 4j 1 /2" x 2'• A325 BOLTS i GIRT OR PURLIN COLUMN I ENDWALL STEEL LINE I Y"x1y" A325 BOLT, AB0301 REFER TO CROSS SECTION I -SHAPED ENDWALL COLUMN FOR FLANGE BRACE QUANTITY. TO POST 8: BEAM RAFTER(BYPASS)/ DETAIL IS SYMMETRICAL ABOUT CL WHEN FLANGE BRACES ARE USING 8" HOT -ROLL STUB REQUIRED ON BOTH SIDES. FLANGE BRAC V , Y"x1Y" A325 BOLT COLUMN OR RAFTER AGO011 STANDARD FLANGE BRACE ATTACHMENT ENDWALL RAFTER- 4)Y xz A325 BOLTS II ENDWALL COLUMN I - HEESEEPLAN - SECTION A AB0520 I" CORNER COLUMN TO "I' ENDWALL RAFTER IT CAP PLATE BA0020 EAVE STRUT CONNECTION AT INTERIOR FRAMES w/ BY -FRAME SIDEWALL COLUMNS 2)Y2' x 1 Y4" I A325 BOLTS TYP.) LAP CONNECT GIRTS TO KAC01 CLIP CLIP WITH THESE HOLES w/9Y"GIRTS PURLIN C7 y2)Y2' x 1 Y' A325 BOLTS 12"PURLIN_ - O. COLUMN fYP.) WPpI 9Y•• PURLIN 1 PURLIN" PURLINS Z ' R09 2 Y x 2..PURLINS.. O( 4) Y" x 1 Y4" mw(2PY".x1Y',. BOLT 2)Y2 x 1 Y4 A325 BOLTS N" w/ 325 A325 S BOIL S. RBR088 O - O OVER CLIP SLOTS IRT RAFTER( 4) Y" x 2" A325 wbWASHERS OVER SLOTS CC0012 RAFTER BE O22O BY FRAME GIRT CONNECTION TO SHAPE ENDWALL COLUMN BOLTS ARE NOT REQ'D ANTI -ROLL BRACKET ATTACHMENT w/ LOOSE CLIPSINCENTER HOLES ON 12" PURLINS BB0045 STANDARD PURLIN CONNECTION TO INTERIOR RAFTERS BRACE ROD BRACE ROD BRACER, FLAT DIAMETER PIECE MARK WASHER & NUT X, BR10 - H0920, H0201, H0410 YV BR12_ H0930, H0202, H0420 1" BR16 H0960, H020T, H0440 iy" BR20 H0960,. H0206, H0460 1 Ye•• BR22_ H0970, H0207; H0470 1Y^ BR24_ H0970, H0208, H0480 - WEB OF FRAME BRACE ROD BRACER, FLAT .'HER, AND NUT AF0011 BRACE ROD TO FRAME ATTACHMENT UT CAP PLATE BA0030 STANDARD EAVE STRUT CONNECTION AT END FRAMES 2)Y" x 1 Y" A325 BOLTS USE THESE HOLES TO CONNECT 9 Y"PURLINS0 2)Y2"x2" oaw J N A325 BOLTS W WASHERS OVER CLIP SLOTS Q rj Fc J ¢wow aa w¢ Zxoo.. KAC01 U m z w O w CLIP HOT ROLLED ENDWALL RAFTER wo o um¢iC mzfnaRO ¢ ¢ U U BB0010 cn zw 0 Q w w w z z CDPURLIN CONNECTION TO Z xLLa Uow na HOT ROLLED ENDWALL RAFTERS z) YPx1Ya" < A325 BOLTS O ( TYP.) _ a z CONNECT GIRTS TO CLIP WITH THESE gaI wa HOLESw/9Y"-GIRTBNa T ¢ o Q.w wm. 35 IIr olOwm. oNa 2)"x14' o- aw w. c7 m I A325 BOLTS - o ¢ - z O O ow w GIRT, awoN z i o COLUMN GIFTS SHAPE VARIES) - C E N S oO SHOP WELDED\ KAC01 CLIP - *: No. 055-123 BY -FRAME GIRT CONNECTION TO "I" SHAPE COLUMN 0. 11 9 1 H : STATE OF _ O R I O P: ' Q)AL 011100 CONNECT GIFTS TO 2)y" x 1 A CLIP WITH THESE A325 BOLT HOLES w/9}4"GIRTS SIDEWALL GIRT Kx2' O GGC51 CLIP w B60 CLIP ND 12"COL'S GIRTB61 CLIP 9 J2" COUS KAC01 CLI ( 2)Yz" x 1 Ya' )Y2„ x 2„ A325 BOLTS I A325 BOLTS. A325 BOLTS WASHERS CONNECT , CONNECT GIRTS TO CLIP WITH THESE HOLES w/ 9 y4" GIRTS CFO115 CEE CORNER COLUMN w/ BY -FRAME ENDWALL GIRTS SIDEWALL GIRTS AT. DIFFERING ELEVATIONS FIELD DRILL s/s' HOLES IN CEE AS CEE REQ'D 1r f 2%` x 1 y„ FLAT HEAD BOLTS w/ (2) WASHERS OVER SLOTS IN CLIP 0 0 NOTES. 1. COLD -FORMED CEE SHOWN. HOT -ROLLED CEE IS SIMILAR. 2. JAMB SHOWN BELOW CEE TURNED CG 1517 DOWN. JAMB ABOVSrANDARD JAMB CONNECTION TURNED UP IS TO SILL SIMILAR. CONNECT GIRTS TO 2)J4" x 1 Y<" CLIP WITH THESE A325 BOLTS HOLES W 9 Yz' GIRTS SIDEWALL GIRT I o'---- w II GCC52 CLIP II II GIRT COLUMN KAC0I. CLIP 2)Y" x 2" 2)K".x 1 Y<" A325 BOLTS A325 BOLTS 2)%" x 1 Y<" CONNECT GIRTS TO A325 BOLTS CLIP WITH THESE w/ WASHERS OVER HOLES w/ 9Yz" GIRTS CLIP SLOTS CF0116 I' SHAPEDCOLUMN w/ BY -FRAME ENDWALL GIRTS SIDEWALL GIRTS AT DIFFERING ELEVATIONS wl LOOSE CLIPS - EAVE STRUT BOTTOM PANEL TAPE SEALANT,. AND BOTTOM OF INSIDE CLOSURE) . DA0011. EAVE SEALANT DETAIL ANCHOR JLTS iTHERS FIELD DRILL! HOLES IN CEE CG0501 STANDARD JAMB BASE CONNECTION 3/,X Bpi TAPE SEALANT - AT LAPS TOP PANEL SEALANT MUST BECONNECTED FROM THE TOP OF THE PANEL TAPE SEALANT (CONTINOUS TOP AND BOTTOM OF INSIDE CLOSURE) 2) Yz" x 2" A325 BOLT w/ 4) WASHERS OVER SLOTS IN CLIP OPENING WIDTH CG0520: STANDARD JAMB & SUB -JAMB CONNECTION TO HEADER o N m EAVE STRUT z PTb w m 2) FA07CP g FASTENERS 0 ; z KAC01 CLIP CL p O T¢ w p2) FA07CP m a p SUB - JAM O O FASTENERS J o o O• Q., < O U Z n z . d. mow .E zo JN V w. U OU . xz o OPENING OO tH w U o N r WIDTH r' ,r""., u z. CG0682 r w Z J > 'o Q z Q m O O STANDARD SUB -JAMB CONNECTION ~ TO EAVE STRUT w 0 m 0 U O TAPE SEALANT (CONTINUOUS TOP & BOTTOM OF INSIDE CLOSURE) TAPE SEALANT - AT LAPS INSIDE CLOSURE 1 GUTTER STRAP'GTS01' X" 3'- 0" O/C w/ ( 2) FA03 FASTENERS 11 NOTE. TAPE SEALANT IS RED'D BETWEEN STRAP & FA03 FASTENER I ROOF PNL. AT SCREW 6" O/C) 1 LOCATIONS BLIND RIVET - - 1 PER STRAP) ! ROOF PANEL CLOSURE TRIM- CLH.' 3/s' x%" TAPE SEALANT ROOF MEMBER FASTENER (4" O/C) STITCH FASTENER - P- w O/C) CLOSURE EAVE GUTTER MEMBER FASTENER 1'- 0" O/C) . EAVE STRUT 1/ 4 WALL PANEL 1" g" NOTES: 1. FIELD TRIM BOTH FLANGES OF INSIDE GUTTER II SECTION AS SHOWN. 2. APPLY 1/4" BEAD OF SEALANT 3/4" FROM. OUTER EDGE ON OUTER SECTION. 3. PLACE GUTTER SECTIONS TOGETHER WITH 1" LAP. TUBE SEALANT 4. SECURE GUTTER SECTIONS TOGETHER WITH POP GUTTER SPLICE ASSEMBLY RIVETS. DD0011 EAVE GUTTER W/ KR ROOF AND ROOF SLOPE <-2:12 pW Q W C z Q Epp w O x¢¢ w¢ zoo W 2 U p'Z li O Z ww w z00<z zorz¢z C z=wa Ur E:"34ZpzaO.., LL w. oO..w¢. canww=(N7 uai H _ G 1 w01- 0w0 p J-.pw y r Z p> w ¢ w wGw LU _ _ wm... a w y w z O W 0¢ N ¢pin. wp o a oz z 0 0 o m zw w z o w xoi LLo. ywzz _a o00 ozpz oN o n o _ zoo c`a'.+ o mn . 8 SEPH...H....Wp0 CEIySF., No. 055123 p, 11/9/ 18 LLj STATE OF ? ice) F OR IMP;-C) S / 0.................: NiAil x %s' TAPE SEALANT ABOVE AND BELOW INSIDE CLOSURE) INSIDE FA03-' FASTENER SEE LAYOUT FOR SPACING)' CONTINUOUS TAPE SEALANT 0 NOTE: TURN TAPE DOWN AT EAVE SECTION THRU SIDELAP ROOF MEMBER FASTENER TYP.) 81DE. LAP HIGH EAVE MEMBER END LAP PURLIN IF ENDLAPS.ARE REQ'D) INTERMEDIATE PURLIN EAVE MEMBER (SHAPE VARIES) — \/ EAVE STRUT SHOWN FOR REFERENCE 4 4 4'• 4" 4" 4" 4" 4" 4 PEAK PANEL, ENDLAP AND EAVE MEMBER. FASTENER LAYOUT INTERMEDIATE PURLIN MEMBER FASTENER LAYOUT GENERAL NOTES: O LOCATE THE CENTER OF THE FIRST MAJOR RIB EXACTLY OVER (DIN THE EVENT A SCREW IS INSTALLED IN THE WRONG LOCATION OR SHOULD STEEL LINE -ATTACH -PANELS THEN ATTACH CAP SHEET. A SCREW BREAK DURING THE DRIVING PROCESS, REMOVE THE SCREW AND 0 EACH SIDE OF KIRBYRIB PANEL AND THE KIRBYRIB CAP MUST INSTALL ONE OF A LARGER DIAMETER TO PREVENT LEAKING. IF REMOVAL OF BE RUN IN CONJUNCTION THE OPPOSITE SIDE TO INSURE SCREW REMNANT IS NOT POSSIBLE, WATER PROOFING MEASURES ARE TO BE CORRECT ALIGNMENT. TAKEN TO PREVENT LEAKING. O REFER TO DIFFERENT SECTIONS ON ERECTION DRAWINGS FOR DETAILS © CONCENTRATED HEAVY LOADS (PERSONNEL OR MATERIALS).00CURING ON ROOF RELATING TO EAVE ALIGNMENT OF ROOF PANELS, SEALER APPLICATION, DURING CONSTRUCTION SHALL BE DISTRIBUTED UNIFORMLY OVER A -LARGE FASTENER TYPES, AND SPACING AND BUILDING ACCESSORIES LOCATED AREA IN SUCH.A MANNER AS TO PREVENT DAMAGE TO BUILDING COMPONENTS. ON ROOF. - O7 ALL METAL SHAVINGS OCCURING AS A RESULT OF DRILLING OPERATIONS ON THE a) ALL DAMAGED PAINT FINISHES ARETO BE RETOUCHED TO ROOF ARE TORE REMOVED IN SUCH A MANNER AS TO PREVENT DAMAGE OR PREVENT RUSTING. (THIS SHALL BE DONE AT THE END OF EACH DAY.) STAINING OF ROOF FINISH.(FHIS SHALL BE DONE AT THE END OF EACH DAY.) 3ii6°' x a" TAPE SIDELAP FASTENER. LAYOUT TA03' - RAKE - SEALANT FASCIA FASTENER AND SEALANT LAYOUT FA07CP ( AT EACH SUPPORT) MEMBER FASTENER- E- RAKE ANGLE STITCH FASTENER- MAR01' 1'- 0•' O/C) CLOSURE RAKE FACIA` FIELD CUT INSIDE CLOSURE. - APPLY % s" x %" TAPE SEALANT TO TOP AND BOTTOM. - tNSERT TO CLOSE VOID. EXTEND RAKE FA TO LAP WITH ENE FIELD CUT RAKE F AS SF(OWN. DOF PANEL EXTEND RAKE FASCIA TO LAP WITH ENDCAP. FIELD CUT RAKE FASCIA RAKE FASCIA ^ AS SHOWN. ' POP RIVET TYP) DD0601 GUTTER TO RAKE FASCIA CORNER DETAIL wl KIRBY RIB ROOF IRLIN SHAPE VARIES) ENDWALL PANEL I DE001 1 STANDARD RAKE FOR ROOF SLOPE END CAP APPLY % s" BEAD OF TUBE CAULK TOENDCAP AND INSTALL WITH POP RIVETS 2" O.C. ROOF PANEL o 0- 1 ww 0Z . r = i wow wo Jw C1 . X Q Q w Q O a U U 2 w O w z o z ¢ z n w U 0 07 7 2 zQ N U ¢ U N Ur LL o o zo U tO ¢ a K y W a z H ¢ owNo w LLI Qe rn¢a ww z o w o a zo ' < Z. o . o m O < w Nz o w No H CENS... No. 055123 cwg 11/ 9/18 LLJ STATE OF S OR1.. G\ Hill NA . 1\\\ 3 TAPE SEALANT YJ i %'TAPE SEALANT AT LAPS EXTEND RAKE FASCIA UNDER HIGH EAVE FASCIA TO LAP WITH ENDCAP. FIELD CUT RAKE FASCIA AS SHOWN. FA03 FASTENERS 2"O.C. RAKE FASCIA POP RIVET TYP) - HIGH EAVE C FASCIA -. TAPE SEALANT (CONTINUOUS TOP & END CAP BOTTOM OF INSIDE CLOSURE) I APPLY s' BEAD OF TUBE CAULK TO ENDCAP AND z as FA03 FASTENER - INSTALL WITH POP - SEALANT TAPE 1'-0" O/C) RIVETS 2" O.C. - i ROOF PANEL HIGH EAVEFASCIA'HR_' o ROOF MEMBER FASTENER) a" O/C) OUTSIDE CLOSURE 7 MEMBER FASTENER (V-0"O/C). EAVE STRUT) STITCH FASTENER (i -0" O/C),. SURE PANEL DH0011 EAVE CONDITION.. AT HIGH SIDE VIEW 'A' ROOF PANEL EXTEND RAKE -FASCIAS TO LAP WITH ENDCAP. I I I ,. I I I. L I I .I I I EXTEND -HIGH EAVE FASCIA FIELD CUT RAKE FASCIA TO MATCH FE OF . IASSHOWN. IAK IAISiACIA II I END CAP DH0601 HIGH EAVE FASCIA TO RAKE FASCIA CORNER. DETAIL w/ KIRBY RIB ROOF GUTTER POP RIVET TYP.) O 7---------- - m w O z xFIELDBENDBOTTOM - JOINT I I O w CAULKOFGUTTERDOWNwo INTODOWNSPOUToDOWNSPOUT m o Ed BOTTOM OF BEVEL CUT TO MATCH m a o oTeFeqFIELD GUTTER - BOTTOM OF GUTTER) Y li 9AJ O BOTTOM OF GUTTER Z ka O ZwOU X TRIM LAP MARK OUTLET LOCATION OpUTYPICAL w,^, , U z USING DOWNSPOUT TO SIZE. MARK DIAGONAL LINES: CUT ALONG DIAGONAL LINES a.. m a ANDBENDTABSDOWN. 7 0 GA0081 DOWNSPOUT` CONNECTION TO GUTTER m z oU W STITCH FA ANEL OR GCP) . OPA01 INTERON DBA01) STITCH FASTENERS- TYP.) STRAP ATTACHMENT AT KW, KRP, OR GCP PANELS WALL PANEL KR OR GHR) STITCH FASTENER DPA01 j7N STRAP ATTACHMENT AT KR OR GHR PANELS GA0082 STANDARD DOWNSPOUT STRAP INSTALLATION J Q w mmJ W K J j J Iwo w z o W 2 U Z w O W O O Lz O w z w Q nityZC72z D- wf-.pwzmz O ly- Z x w U h.a Q wo im a pw0HUp - cc m w mom a 0- oJ 9oQ 3: O o O m D o 0 E a ¢ w>- O a 0z m Q oz O O m N K Q U U ti U rzw z H No. 055123 LJ 11/ 9/18 STATE OF OR I'D III. GUTTER STRAP fYP.) EAVE GUT' WALL PANEL KW" OR "KR" SEE GA0081 FOR DOWNSPOUT — ATTACHMENT TO GUTTER PANEL EAVE STRUT DOWNSPOUT STRAP DPA01 /DBA01) USE POP RIVETS FOR STRAP TO DOWNSPOUT AND FAl1 STRAP TO WALL PANEL REF. GA0082) DOWNSPOUT DSB) EAVE GIRTELEV. GIRT ELEV. EMBER FASTENER 1'-0" O.C. AT EAVE STRUT MEMBER FASTENER 1'-0" O.C. AT EACH GIRT STITCH FASTENER AT EACH GIRT AND BETWEEN EACH GIRT SPACING NOT TO EXCEED 2'-6" O.C. MEMBER FASTENER 6) PER PANEL ONIDE BASE N MAJOR RIBS E EACH S GENERAL. NOTES: 1. BLOCK GIRTS TO "LEVEL POSITION BEFORE STARTING PANEL ERECTION. MAINTAIN BLOCKING UNTIL MEMBER FASTENERS ARE INSTALLED. 2. MEASURE ANDMARK 36" O.C. BEGINNING AT THE STEEL LINE(UNLESS NOTED ON THE ERECTION DRAWINGS). USE THESE MARKS TO INSURE PANEL COVERAGE IS MAINTAINED DURING INSTALLATION. 3. ALIGN AND PLUMB FIRST WALL PANEL. 4. REFER TO DRAWING'C1' FOR MEMBER AND STITCH FASTENER REQUIREMENTS. 5. TO PREVENT "OIL -CANNING", ALL PANEL FASTENING SHOULD START FROM BASE AND SECURED TO EACH GIRT TOWARD-EAVE. DOWNSPOUT SPLICE 3) POP RIVETS GA0201 TYPICAL KIRBYRIB WALL INSTALLATION BASE CONDITION VARIES) i— MASONRY WALL DOWNSPOUT - W/ ELBOW (DSE01) DOWNSPOUT STRAP (DPA0IIDBA01) 4 Q% ATTACHMENT TO MASONRY GA008/ W(REFNGA 082ALL (OT BY jBS) STANDARD DOWNSPOUT LAYOUT W/ PARTIAL SHEETED WALL &'PARTIAL HEIGHT MASONRY WALL 8' OR 10" BY -FRAME) MEMBER FASTENER AT EACH SUPPORT, STITCH FASTENERS MAX 2'- 0" O/C BETWEEN SUPPORTS KR WALL PANEL MEMBER FASTENER AT EACH SUPPORT, STITCH FASTENERS MAX 2'- 0" O/C BETWEEN SUPPORTS KR WALL PANEL OUTSIDE - CORNER TRIM OCA' GCO210 KIRBY. RIB PANEL OUTSIDE CORNER DETAIL 2) % 2' 0 x 2" A325 BOLTS w/ WASHERS MEMBER FASTENER - - OVER SLOTS - - 2'-0" O.C.) JAMB FLASHING BRACKET OPTIONAL) KAC01) CHANNEL 4) Az" 0 x 14" A325 BOLTS MEMBER FASTENER v-0" O.C.) c0r KR WALLBTRIMNOTEJTROMIT U PIECE AT HIGH RIB LOCATIONS GD0240 KR WALL PANEL TO JAMB CONNECTION COLUMN SHAPE VARIES) LF0010 BY - FRAME COLD FORMED CHANNEL CONNECTION WHEN OPEN BELOW CONSTRUCTION BY OTHERS) DBA01 STITCFASTENER . DPA01 CENTER ON DBA01) ATTACHMENT BY OTHERS) GA4082 DOWNSPOUT STRAP ATTACHMENT AT CONSTRUCTION BY OTHERS) SLIT PANEL 2" At ONTO HEAD WALLPANEL MEMBER FASTENER 1'-0" O.C.) HEADER MEMBER FASTENER 2'-0" O.C.) JAMB FLASHING HEADER TRIM ( OPTIONAL) HTK' GD0020 .: HEADER TRIM DETAIL GD0041 FRAMED OPENING HEAD TO JAMB TRIM DETAIL J¢w m rU W U' CD w 0 Q H ( 7 wo O X¢¢ W Q' Z O 0 U o Z LL O w 0 0 o z o w z¢ z w 0 ¢ U Z U U) z w a w o zoozo JALL PANEL NFIG. VARIES) w j > -. H ¢ _ oNr0mJcwir aw LLI 2' vow "' ZcNj¢ z ¢ 0!] 0 zw- z orp tom i o Ow0rwi.. <wf w SEALANT FROMw ' H F-- o ST MAJOR RIB - F o ¢ .-o o zw ro o r az ow oow oo ww ova ace m n_x <ir u PH. C ENNo. 055123 ` 0'. 11/ 9/18 ;jtj STATE OF _ Li OFMCE f nS;0`K"u u :nrew:s 10 .s.«cs:ixcr ik PERMIT # 00d 010 1-28-2019 towhom it may. concern'. With respect to restrdom_facilitie'sl& the new accessory bu lone in:need'of restrobrnlacdrties wiIthave access to the hisandher restr.'ooms in the adjacent main offi e Eju{ding, Sr'r, N0 1 wi ep 2 64 nks;, leff Hood. JTO'ContractingM anaget Corporate Office Branch Office:;' , 106'Corimrner6e Street; Ste.'103 450 S.R4 13 N.; Sfe 106 PM6;459 Lake.Nlary FL 32746= Saint Johns FL 32259" PRI.140- 732'-7,.500 PH 904=268=6798 .