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Home My WebLink About3400 St Johns Pkwy 18-3180; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100006 BUILDING APPLICATION #: 18-10000624 BUILDING PERMIT NUMBER: 18-10000624 DATE: July 23, 2018 UNIT ADDRESS:•ST JOHNS PARKWAY 3400 UNIT B 26-19-30-5AE-2900-0000 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: p( PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: J&K SANFORD LLC ADDRESS: 215 CLERMONT RD LAKE MARY FL 32746 LAND USE: BLDG A WAREHOUSE/OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3400 ST JOHNS PKWY / BLDG A UNIT B / 24,500 SF / WAREHOUSE W/OFFICE FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Office < 100K Square Feet ROADS -COLLECTORS N/A Office < 100K Square Feet FIRE RESCUE N/A LIBRARY N/A SCHOOLS N/A PARKS N/A LAW ENFORCE N/A DRAINAGE N/A CREDIT FEES: SCI ROAD ARTERIALS C Warehousing* 1,545.00 6.550 1000gsft 00 6.550 1000gsft 10,119.75 00 00 00 00 00 00 00 358.00 6.550 1000gsft 2,344.90- AMOUNT DUE 7,774.85 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY 'ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES `• MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP., OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Grant Maloyy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018096301 Book:9196 Page:496; (1 PAGES) RCD: 8/21/2018 10:10:34 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: _SEWW. C°210 CERTH' Address: _ _ o . Bn I Zns9-7 CLr" t `0T_' NOTICE OF COMMENCEMENT BY State of Florida vdL@ L_[ County of Seminole Permit Number: / eT - Q31A0 _ Parcel ID Number: ;mil J9 `30 " "d '+?4 `61d The undersigned hereby gives notice that improvement will be made to certain real property, and to accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal de cription of th-ero erty and street address if available) 3AInn . 5T j-Z 6 1,t-2KrA>-p t,(TT GENERAL DESCRIPTION OF IMPROVEMENT: 2eE/ cS BU240 Q14 ZM Ex .57-1/ e, &,2&n9Z2t299L 44 Fee Simple Title Holder (f other than owner) Name: Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe staved as provided by Section 713.13(1)(b), Florida. Statutes. Name: in addition to, himself, Owner Designates _ To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under pe ties of perju , to the st f my kni otiand belief. Statute 713.13(1)(9): "The owner must sign the notice of commencement and no one else maybe permitted to sign in his or her stead. State of 109118r^ County of S ex\n e-- The foregoing instrument was acknowledged before me this __L4S_ day of , Q Lk 'S, .20 1 by_ Z C>C— Gt O. . Who is personally known to me Name of person melting statement OR who has produced Identification type of identification produced: iY' vo AMY R. MORRIS Notary Public —State of Florida j Commission x GG 185209 f n,?; My Comm. Expires Mar 10, 2022 Notary Slonatute lionded through National Notary Assn. 1t'(5trp, CITY OF s..fit PERMIT APPLICATION t .Application No: Documented Construction Value: $ Y 1- 4; Job Address: _-Cj- 74t-}iS5 Historic District: Yes No Parcel ID: as -/477, ®-51 - DEC% Residential Commercial ,® Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: ®/-"/l'° /.1_ CI S /tc1.0/h_. _-. __ _ Plan Review Contact Person: Title: %ASP D Phone: Fax-`3So?'-.i-?iAl B3lEmail: COrR Property Owner Information Name .% r Cin+ G Phone: Street: o?S" C-.hlD Dri, Resident of property? City, State Zip: jsl ,e rg • 0:27YV Contractor Information Name 9"L,oi Phone: Street: D. /Q5'4% Fax:3-cl J©B City, State Zip: ea&e,i i;X . State License No.: e 6iO.31 %S<SArchitect/ Engineer Information Name: - 57—& , ` >P HeK-J 4Z Phone: - T1 7- 39% Street: rVIST r D£ Delzhlr- City, St, Zip: Fax: E- mail: Bonding Company:. ___..---M-,%- ----- _..-__ 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 elect 'cal work, plumbing, signs, w e^lls, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. r7 li -s'-7 t G, P oix Revised: June, 2018 IS`) ( Permit Application FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6`" 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 Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Nor4 y l'ate"r' a A{ MYC0I,1+i13S10N4 t 17:;64, tiPIP,r..S: Feu uar; 25, E3onda_d Thw IJcta:; Pub',! Unden ri r, i Q a-a.-s.r s.+tf,:v.•.:-•a: wr+sor.+srn.+,.:i.+dM'. Owner/Agent is Personally Known to Me or Contractor/Agent 1s 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 as Roof T1 , Construction Type; -f Occupancy Use: fper- Flood. Zone:. ti Total Sq Ft of Bldg: o p 4IVIin. Occupahcy'Load: _ /Z # of Stories: 0wF New Construction: Electric - # of Amps 'Pay Plumbing - # of Fixtures 20 Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: WASTE WATER: FIRE: BUILDING: Revised: June, 2018 Permit Application Cox Construction And Development, Corp. PO Box 120597 Clermont, FL 347120597 Phone: 352-516-4401 * Fax: 352-394-8308 Email: dmcunder@aol.com Date: 06/14/2018 Submitted To: J&K Sanford, LLC 215 Clermont, Road Lake Mary, Florida 32746 Attn: Joe Strada Project Description: Office build -out, Building A Proposal Expires On: 07/14/2018 We propose hereby to furnish all materials, labor, and equipment for the completion of the following job: Bldg. A, Interior office build -out. CSI Code Item Description Price none) 00 Plans (by owner) 0.00 none) 01 Permit fee's 6,500.00 none) 02 Impact fee's 6,500.00 none) 03 Cut, remove, and replace concrete floor for plumbing 2,665.00 none) 04 Framing material, lumber 13,638.67 none) 05 Framing material, steel 2,925.00 none) 06 Floor joist system ? 19,501.30 none) 07 Framing labor ? 12,837.50 none) 08 Plumbing (6 bathrooms)(allowance) 39,968.50 none) 09 Electric (allowance) 52,000.00 none) 10 HVAC (allowance) 70,200.00 none) 11 Insulation (allowance) 1,950.00 none) 12 Drywall (labor and material)(800 brds X 45) 23,400.00 none) 13 Interior trim (windows included)(allowance) 15,783.95 none) 14 Trim labor (allowance) 6,500.00 none) 15 Accoustical ceiling (11,862 X $2.35)(2X2 FLAT W/R-19) 18,119.40 none) 16 Bathroom partitions plus accessories 4,225.00 none) 17 Fire sprinkler system 19,981.00 none) 18 Fire sprinkler monitor system (alarms, strobes, fire extinguishers, and 1,950.00 box)(allowance) none) _ 19 Cabinet (allowance) 4,875.00 none) 20 Flooring carpet (allowance) 11,375.00 none) 21 Bath flooring tile (allowance) 2,600.00 none) 22 Paint (allowance) 29,250.00 none) 23 Chairlift (allowance) 12,577.50 none) 24 Independent inspections 1,625.00 Page 1 of 2 I a none) 25 General expenses none) 26 Contractors fee Special Notes: Final contract upon completed building plan approved by the City of Sanford. Please take note of the allowances. Offered By: Signature: Name (print): David M. Cox Title: President Company: Cox Construction and Development, Corp. Date: 06/15/2018 Total Price Accepted By: Signature: Name (print): Joe Strada Title: Company: AK Sanford, LLC Date: 06/15/5018 9,971.00 24,862.50 415,781.32 Page 2 of 2 Revision Response to Comments Permit # Project Address: Contact: Ph: Ph: Email: Trades encompassed in revision: Building 13"Vilu-mbing Electrical echanical Life Safety Waste Water LD City of Sanford Building& Fire Prevention Division' Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Fax:g.y_$;zVk General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning-00 76, Engineering Fire Prevention 13 Building CITY OF 4 Sk FORD.ia z : '-.,., PERMIT APPLICATION BUILDING DIVISION Pr Application No: Documented Construction Value: OOD, Job Address: IDS '7GAV5 1'°i9,L!(/1 Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: to kG/! IJL/7' /.cJ CI S/1t/ ,Qt.1L,0/hl Plan Review Contact Person: lty1Z2 d4W Title: Phone 3,5-S lo 'Y D/ Fax:' ' g lEmail: Property Owner Information Name . --,P ky kl4rnJ. Phone: 3kl /_ o?.5aa Street: o?/S Resident of property? City, State Zip: ?,275V Contractor Information Name a 4,90Phone: Street: O..E D,'_ /G15'4% Fax:F,a--%ri' City, State Zip: e:5:46eiyIG z4 ex . 35'Ozez State License No.: e G6,n 3 / 7S.SArchitect/ Engineer Information Name: . S%h/ f' / D LI, Phone: g4 - %y ! t Street: Die,ZI! r_ Fax: _ City, St, Zip: ' IT6114 t ' , fi L . 3a? I r% E-mail: Bonding Company: eV %! Address: 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. Revised: June, 2018 Permit Application 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 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 Print Contractor/Agent's Name . Signature c Owner/Agent is Personally. Known to Me or Contractor%? Produced ID Type of ID Produced ID UCDDI C,CU11Y1 VIY'... MY COIA11 SSION 4 Fr 178648 3, EXPIRES: February 25, 2015 ib- ed 6?:' Doodad Thu Nctan• Public Undesvri!er; .. nt is .• Personally Known to Me or Type of ID BELOW IS FOR OFFICE USE ONLY Permits, Required: Building; El - Electrical Mechanical . -,Plumbing Gas ;Roof, El. Construction Type: Occupancy Use: Flood Zone:. Total Sq Ft of Bldg: Min. Occupancy'I:oad #>of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # o Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: '1 - I I --42 Tk l .ILITIES: WASTE WATER: COMMENTS: ENGINEERING: O Za I 1 FIRE: BUILDING: Revised: June, 2018 Permit Application rt CITY OF SFORDk N `YPERMIT APPLICATION 1® z' BUILDING DIVISION x Application No: 9 Documented Construction Value: $ OOD, J ld0 G i-QS y°J9,P1/} S/1i/ [I No Job Address: Historic District: Yes Parcel ID: g; =127 _545-,2`L?7 - 44VE2 Residential Commercial R Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: E2"_vge Title: Phone 3.Sa-S/ro -Y2/D/ . FaxEmail: Property Owner Information Name T &HraW, Phone: 3,147' 'J/2I - a.!5-aa If Street: o?/S ag ayez') 7 ; , 0_4!t' Resident of property? City, State Zip: x/ kr 0r"'e Contractor Information Name 4agWlee Phone: Street: 10, 1&4 4=5111 Fax: City, State Zip: e4 State License No.: 7S8 Architect/ Engineer Information Name: Phone: M4, - %y ? -- 3 cP Street: _ 1 //'y IWIS L!2 VC 450W!F city, st, zip: _% eTOIIW 69 ,,`:Z . 3R Bonding Company: a hg- Address: 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. J 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. Revised: June, 2018 Permit Application FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6`h 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 0_-.0 Signature of Contractor/Agent Date Print Contractor/Agent's Naive . Signature of Owner/Agent is ` PersonallyKnown to Me or Contractor/1 Produced ID Type of ID Produced ID c'•'''`UCUCIC,CLHIYI VIY... AIY COMMIISSION k 'rF 178645 4 a EXPIRES: February 25, c01- . Bonded Th u lJotarp Publ c Unde."itera nt is Personally Known to Me or Type of ID BELOW IS FOR OFFICE `USE ONLY' Permits. Required: Building..El'. 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: UTILITIES: if 13 7,2-7 WASTEWATER: 7N re ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June, 2018 Permit Application okyPtllOnp AoCITY OF 4 BUILDING DIVISION PERMIT APPLICATION Application No: J Documented Construction, Value: $ 000, ^' Job Address: yao _S , VG0}AV5 ii/i/,! 44W S4h/P,O Historic District: Yes No Parcel ID: aa / 27 S45 462nl1 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: D65L--' j024 ZAA6 &1z1Z D/Ala_ Plan Review Contact Person: Dwlyy acog Title: 1'4X5,' _ Phone: Fax3QpEmail: G i??Gtt`l tGr IlQ.G• Cwe-2 v Property Owner Information Name tiVam4rr-1, AAC_ Phone: !y"17- Street: o?/.S G'::e/yld D J. Resident of property? City, State Zip: ' z r2 • :273.i Contractor Information Name a Phone: Street: 00, 1&4-U51 % Fax: 3LSa- 513 8 T City, State Zip: C_4ix. 3f *71,z State License No.: 66"6o317SE Architect/Engineer Information Name: S%& Wt el? 4 HeFU. Z Phone: SS - 741 Street: 1! ZY IWIST ,DC D ieIZAt city, St, Zip: DoW T41 6Y - 3a// 7 Bonding Company: Address: 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. EN Revised: June, 2018 Permit Application r., FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6`h 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 Tablein effect at thetime.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 Ir Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Print Contractor/Agent's Name . Signature of Owner/Agent is 2 Personally Known to Me or Contractor%t? Produced ID Type of ID Produced ID Uru01r DLRIY I VIY'.. MY COMMISSION # FF 178699 EXPIRES: February 25. 2019 Bonded Thru Notary Publ c Underwriter; ! (/ Personally Known to Me or Type of ID BELOW IS FOR OFFICE USE ONLY Permits. Required: Building.- El Electrical Mechanical . ":Plumbing Gas Roof, , El Construction Type: Occupancy Use: Flood Zone:: Total Sq Ft of Bldg: Min. OccupancytLoad * 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: 1W 7.2 74R WASTEWATER: FIRE: BUILDING: Revised: June, 2018 Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: 7LS3 PERMIT NUMBER: I r 3/9* b BUSINESS/PROJECT NAME ADDRESS: CONTACT NAME: PHONE: PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [`] FIRE ALARM [) FIRE SPRINKLER [] HOOD [ )PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES (N:O) TOTAL FEES: _ ' oof /Z Zf o J CITY OF PERMIT APPLICATION4SkNF0RDJL BUILDING DIVISION Application No: Documented Construction Value: $ 004 Job Address: y0o Vo0-YW1s r°19P1i S41I/PM,,O Historic District: Yes No Parcel ID: aa -%97 _545 -,r?`hG? - 4129D Residential Commercial R Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Of}-/l_'' Plan Review Contact Person: ;e Title: /M0, Phone: 3.5-5/fo 'S'7 D Fax: 3,0? 4Emai1: G/1?C6i`JcIGr .c• GO"2 Property Owner Information Name ,%r CcYt'G /, Phone: Street: o?/.S a:74 Resident of property? City, State Zip: 'A l% ,e t=•C • g,27,3y Contractor Information Name Phone: Street: 1'04V, Fax: City, State Zip: el >:(. 35,7M State License No.: 64`6o-317SE Architect/Engineer Information Name: -57-& de)C-1 Z Phone: Street: HIM IWIST EDC D£IzJ_l Fax: City, St, Zip: 17e To114 ogf& H 3aI rj ) 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 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. Revised: June, 2018 Permit Application FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61" 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 Print Owner/Agent's'Nanie Date Signature of Notary -State of Florida Date Signature of Contractor/Agent Date Print Contractor/Agent's Name . Signature of Owner/Agent is. Personally. Known to Me or Contractor%1, Produced ID Type of ID Produced ID AW CONIMIISSION # FF 178643 lajAIIIIi EXPIRES: February 25, 2 19 I`a, Bonded Thor Notary Public Under iters i. nt is Personally Known to Me or 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 t 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 BUILDING: Revised: June, 2018 Permit Application w City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: July 31, 2018 Project: Interior Renovation Contact Person: David Cox Job Address:3400 St. Johns Parkway Contact Phone Number: Application Number: 18-3180 Contact E-mail: dmcunder@aol.com Contact Fax Number: ARCHITECTURAL 1. Sheets A-2, A-3, A-4 etc. Bathroom doors required to be diagonal from water closets. STRUCTURAL 1. No comments. MECHANICAL 1. Sheet M-1. Main duct sizes not indicated. Flex duct size not indicated on plans. 2. Cannot locate any required / provided plumbing fixture calculations. PLUMBING 1. Cannot locate any required / provided plumbing fixture calculations. ELECTRICAL 1. No Electrical riser details, load calculations, panel legends. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. Y-ou-may-also-contact-me-by-e=mail-at joy.-deen@sanfordfl gov. -- Respectfully, Joy Deen, Plans Examiner Deen, Jo From: Deen, Joy Sent: Wednesday, August 1, 2018 8:44 AM To: 'dmcunder@aol.com' Subject: 18-3180 Attachments: 18-3180.pdf 1 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 A PLAN REVIEW COMMENT Date: July 31, 2018 Project: Interior Renovation Contact Person: David Cox Job Address: 3400 St. Johns Parkway Contact Phone Number: Application Number: 18-3180 Contact E-mail: dmcunder@aol.com Contact Fax Number: ARCHITECTURAL 1. Sheets A-2, A-3, A-4 etc. Bathroom doors required to be diagonal from water closets. _'._f "tS STRUCTURAL 1. No comments. MECHANICAL 1. Sheet M-1. Main duct sizes not indicated. Flex duct size not indicated on plans. '- -\0 2. Cannot locate any required / provided plumbing fixture calculations. , \ 40 PLUMBING 1. Cannot locate any required / provided plumbing fixture calculations. \ s ELECTRICAL 1. No Electrical riser details, load calculations, panel legends.,, Y, -4 Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, D4 Joy Deen, Plans Examiner ao ` ` ' t o N M h CD r . L 4 OFMCE Check `Lisa Applications for compliance .with the Florida Building Code, Energy Conservation shall include: This Checklist dThe full compliance report generated by the software that contains the project summary, compliance summary, certifications and detailed component compliance reports. The compliance report must include the full input report generated by the software as contigous part of the compliance report. Boxes appropriately checked in the Mandatory Section of the complaince report. WARNING: INPUT REPORT NOT GENERATED. To include input report in final submission, go -to the Project Form, Settings -Tab and check the box-- "Append Input Reportto Compliance Output Report" Then rerun your calculation EnergyGauge Summit® Fla/Com-2017. TAM2017-1.0 Compliant Software. Effective Date:.Dec 31,.2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC.2015 - Total Building Performance Compliance Option 7/14/2018 Pagel of 15 PROJECT SUMMARY Short Desc: Omega Description: Omega Medical Owner: J & K LLC Addressl: 3400 St Johns Pkwy City: Sanford Address2: Enter Address here State: Florida Zip: 0 Type: Manufacturing Facility Class: New Finished building Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 9000 SF -Conditioned.& UnConditioned Area: 9000 SF No of Stories: 1 Area entered from Plans 0 SF Permit No: 0 -Max Tonnage 5 If different, write-in: EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 7/14/2018 Page 2 of 15 Compliance Summary Component Design Criteria Result Gross Energy Cost (in $) 5,205.0 9,255.0 PASSED LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES No Entry PASSES No Entry No Entry No Entry Yes/No/NA M IMPORTANT MESSAGE Info 5009 -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit@Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective.Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017)- Energy Conservation IECC 2015 - Total.Building Performance Compliance Option 7/14/2018 Page.3 of 15 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: Positive Plus Air Building Official: Date: ' Date: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: F Lo Date: 4 P A U L If Required by Florida law, I hereby certi t syste de in mpliance with the Florida Energy Efficiency Code ' F Architec Reg No: N0.9033 Electrical Designer: ' Reg No: Lighting Designer: ( I Reg No: r f Mechanical Designer: Reg No: 6 Plumbing Designer: < ( Reg No: Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017)- Energy Conservation IECC 2015 - Total Building Performance Compliance Option 7/14/2018 Page 4 of 15 Project: Omega Title: Omega Medical Type: Manufacturing Facility WEA File: FL ORLANDO SANFORD AMPORT.tm3) Building End Uses I)Proposed 2) Baseline Total 335.20 694.60 5,205 10,889 ELECTRICITY(MBtulkWhl$) 335.20 694.60 98210 203524 5,205 510,889 AREA LIGHTS 52.30 104.40 15312 30593 812 1,637 MISC.EQUIPMT 135.00 135.00 39557 39557 2,097 2,116 PUMPS & MISC 0.10 0.10 35 35 2 2 SPACE COOL 80.90 163.60 23707 47926 1,256 2,564 SPACE HEAT 2.40 6.10 710 1779 38 95 VENT FANS 64.50 285.40 18889 83634 1,001 4,474 Credits Applied: -None PASSES Passing Criteria = 9255 Design (including any credits) =S205 Passing requires Proposed Building costto be at most 85% of Baseline -cost. This Proposed Building'is at47.8% EnergyGayge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31,2017 Florida Building Code, Sixth'Edition (2017) 'Energy Conservation IECC 2015 -Total Building Performance Compliance Option 7/14/2018 Page 5 of 15 External Lighting Compliance Description Category Tradable? Allowance W/Unit) Area or Length ELPA or No. of Units (W) Sgft or ft) CLP W) None Project: Omega Title: Omega Medical Type: Manufacturing Facility WEA File: FL ORLANDO SANFORD AIRPORT.tm3) LightingControls -Compliance Acronym Ashrae Description Area ID (sq:ft) Design CP Min CP Compli- ance PrOZo1Sp1 PrOZo2Spl 17 Office - Enclosed 4,500 17 Office -Enclosed 4,500 8 8 2 2 PASSES PASSES PASSES EnergyGauge Summit® Fla/Com-2017. TAM.2017-1.0 Compliant Software. Effective.Date: Dec 31,2017 Florida Building Code, Sixth Edition (2017) - Energy: Conservation IECC.2015 -Total Building Performance 'Compliance Option 7/14/2018 Page 6 of 1-5 Project: Omega Title: Omega Medical Type: Manufacturing Facility WEA File: FL ORLANDO SANFORD AIRPORT.tm3) ystem Report -Compliance PrOSyl System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 2 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria -IPLV Criteria liance Cooling System Air Conditioners Air Cooled 60000 14.00 13.00 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 60000 1.00 1.00 PASSES . Air Handling Air Handler (Supply) - 1500 0.80 0.82 PASSES System -Supply Constant Volume PrOSy2 System 2 Constant Volume Air Cooled No. of Units ' Split System < 65000 Btu/hr 2 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 60000 14.00 13.00 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 60000 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 1500 0.80 0.82 PASSES System -Supply Constant Volume PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None EnergyGauge Summit® Fla/Com72017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) -.Energy Conservation IECC 2015 - Total Building Performance Compliance Option 7/14/2018 Page-7 of 15 Water Heater • Compliance Design Min Description Type Category Eff Eff Design Max Comp Loss Loss liance None Piping -System Compliance Category Pipe Dia Is Operating Ins Cond inches] Runout? Temp [Btu-in/hr F] SF.F] Ins Req Ins Compliance Thick [in] Thick [in] None EnergyGauge'Summit@ Fla/Com 2017. TAM 2017-1.0 Compliant Software. Effective Date:.Dec 31, 2017 FloridaBuilding Code, Sixth Edition (2017) - Energy Conservation IECC 2015 -'Total Building. Performance Compliance Option 7/ 14/2018 Page 8 of 15 Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department of Energy and Pacific Northwest National Laboratory. Adopted with permission Topic Section Component Description Yes N/A Exempt Insulation C303.2 Envelope Below -grade wall insulation installed per manufacturer's instructions. Insulation C303.2 Envelope Slab edge insulation installed per manufacturer's E E1 instructions. Insulation C303.2 Envelope Above -grade wall insulation installed per manufacturer's instructions. Insulation C402.3 Envelope High-albedo roofs satisfy one of the following: 3-year-aged solar reflectance >= 0.55 and thermal emittance >= 0.75 or 3-year-aged solar Fenestration C402.4.4 Envelope reflectance index doorsorU-factor of opaque doors associated with the building thermal envelope meets requirements. SYSTEM —SPECIFIC C403.2.12.1 Mechanical HVAC fan systems at design conditions do not exceed allowable fan system motor nameplate hp or fan system bhp. SYSTEM —SPECIFIC C403.2.12.2 Mechanical HVAC fan motors not oversized beyond allowable EJ limits. SYSTEM —SPECIFIC C403.2.3(8) Table Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement meet those listed in Table HVAC C403.2.7 Mechanical Exhaust air energy recovery on systems meeting IfJam' Table C403.2.7(1) and C403.2.7(2). SYSTEM —SPECIFIC C403.3 Mechanical Air economizers provided where required, meet zr the requirements for design capacity, control signal, ventilation controls, high -limit shut-off, integrated economizer control, and provide a means to relieve excess outside air during operation. SYSTEM —SPECIFIC C403.3.2 Mechanical Economizer operation will not increase heating energy use during normal operation. SYSTEM —SPECIFIC C403.3.4, Mechanical Water economizers provided where required, d C403.3.4.1, meet the requirements for design capacity, C403.3.4.2, maximum pressure drop and integrated C403.3.1 economizer control. SYSTEM —SPECIFIC C403.4.2.1 Mechanical Three -pipe hydronic systems using a common d return for hot and chilled water are not used. SYSTEM —SPECIFIC C403.4.2.3.1 Mechanical Hydronic heat pump systems connected to a common water loop meet heat rejection and heat addition requirements. SYSTEM —SPECIFIC C403.4.3.4 Mechanical Open -circuit cooling towers having.water cooled Ef M chiller systems and multiple or vairable speed 13 condenser pumps, are designed so that tower cells can run in parallel with larger of flow crtieria. SYSTEM C404.2 Mechanical Service water heating equipment meets efficiency cr SPECIFIC requirements. Wattage C405.3 Interior Lighting Exit signs do not exceed 5 watts per face. 1.-CAU ` ni AlellLYtr Plan Review C103.2 Envelope Plans and/or specifications provide all information with which compliance can be determined for the 0 building envelope and document where exceptions to the standard are claimed. EnergyGauge Summit@ Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 -Total Building Performance Compliance Option 7/14/2018 Page 9 of 15 Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provideEl 1:1 all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering st Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide all information with which compliance can be determined for the service water heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufact Plan Review C103.2 Interior Lighting Plans, specifications, and/or calculations provide Ti F1 all information with which compliance can be determined for the interior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided shoul Plan Review C103.2 Exterior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided shoul Insulation C402.2.5 Envelope Slab edge insulation depth/length. Slab insulation extending away from building is covered by pavement or— 10 inches of soil. Insulation C402.2.6 Project Radiant heating systems panels insulated to R-3.5 on face opposite space being heated. HVAC C402.2:6 Mechanical Thermally ineffective panel surfaces of sensible heating panels have insulation >= R-3.5. Insulation C402.2.6 Envelope Radiant panels and associated components, designed for heat transfer from the panel surfaces to the occupants or indoor space are insulated with a minimum of-R-3.5. Air Leakage C402.5.7 Envelope Vestibules are installed on all building entrances. Doors have self -closing devices. SYSTEM SPECIFIC C403.2.1.2.3 Mechanical Fans have efficiency grade (FEG) >= 67. The total efficiency of the fan at the design point of operation <= 15% of maximum total efficiency of HVAC C403.2.13 Mechanical the fan. Unenclosed spaces that are heated use only radiant heat. HVAC C403.2.4.2 Mechanical Each zone equipped with setback controls using 0 automatic time clock or.programmable control SYSTEM SPECIFIC C403.2.4:4 Mechanical system. Zone isolation devices and controls installed El 0 where applicable. SYSTEM SPECIFIC C403.2.4.7 Mechanical Fault detection and diagnostics installed with air-cooled unitary DX units having economizers. SYSTEM C403.2.5 Mechanical Hot water boilers supplying heat via one- orSPECIFIC two -pipe systems include outdoor setback control. HVAC C403.2.6.1 Mechanical Demand control ventilation provided for spaces 11 El 500 ft2 and >25 people/1000 ft2 occupant density and served by systems with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. SYSTEM C403.4.1.1 Mechanical Hydronic and multizone HVAC system controlsSPECIFIC areVAV fans driven by mechanical or electrical variable speed drive per Table C403.4.1:1. SYSTEM. C403:4:1.3 Mechanical Reset static pressure. setpoint for DDC controlled 13 ElSPECIFIC VAV boxes reporting to central controller based on SYSTEM C403.4.2 Mechanical the zones requiring the most pressure. Temperature reset by representative building 0SPECIFIC loads in pumping systems for chiller and boiler systems >500,000 Btu/h. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: 'Dec 31, 2017 Florida'Building Code, Sixth Edition (2017) -Energy Conservation IECC 2015 - Total -Building Performance Compliance Option 7/14/2018 Page 10 of 15 SYSTEM —SPECIFIC C403:4.2.3.2.1 Mechanical Closed-circuit cooling tower within heat pump loop have either automatic bypass valve or lower leakage positive closure dampers. Open -circuit tower within heat pump loop have automatic valve to bypass all heat pump water flow around the tower. Open- or cl SYSTEM —SPECIFIC C403.4.2.4 Mechanical Hydronic systems greater than 500,000 Btu/h designed for variable fluid flow. SYSTEM —SPECIFIC C403.4.2:5 Mechanical System turndown requirement met through 11 El multiple single -input boilers, one or more modulating boilers, or a combination of single -input and modulating boilers. Boiler input between 1.0 MBtu/h and 5 MBtu/h has 3:1 turndown ratio, boiler input between 5.0 SYSTEM —SPECIFIC C403.4.2.6 Mechanical Chilled water plants with multiple chillers have 13 capability to reduce flow automatically through the chiller plant when a chiller is shut down. Boiler plants with multiple boilers have the capability to reduce flow automatically through the boiler plant SYSTEM —SPECIFIC C403.4.3, Mechanical Fan systems with motors —7.5 hp associated C403.4.3.2 with heat rejection equipment to have capability to operate at 2/3 of full -speed and auto speed controls to control the leaving fluid temperature or condensing temp/pressure of heat rejection device. SYSTEM —SPECIFIC C403.4.4.5 Mechanical Multiple zone HVAC systems have supply air temperature reset controls. 1-1 SYSTEM —SPECIFIC C403:4.4.6 Mechanical Multiple zone VAV systems with DDC of individual El zone boxes have static pressure setpoint reset controls. SYSTEM —SPECIFIC C404.2.1 Mechanical Gas -fired water -heating equipment installed in new buildings: where a singular piece of water -heating equipment >= 1,000 kBtu/hserves the entire building, thermal efficiency >= 90 Et. Where multiple pieces of water -heating equipment serve the building wi SYSTEM —SPECIFIC C404.4 Mechanical All piping insulated in accordance with section details and Table C403.2.10. SYSTEM —SPECIFIC C404.5, C404.5.1, Mechanical Heated water supply piping conforms to pipe C404.5.2 length and volume requirements. Refer to section details. SYSTEM —SPECIFIC C404.6.3 Mechanical Pumps that circulate water between a heater and 0 El storage tank have controls that limit operation from startup to <= 5 minutes after end of heating cycle. SYSTEM —SPECIFIC C404.7 Mechanical Water distribution system that pumps water from a heated -water supply pipe back to the heated -water source through.a cold -water supply pipe is a demand recirculation water system. Pumps within this system have controls that start the Wattage C405.5.1 pump upon receiving Exterior Lighting Exterior lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. Plan Review C405.6 Project Group R-2 dwelling units have separate electrical meters. Plan Review C406 Project Plans, specifications, and/or calculations provide D all information with which compliance can be determined for the additional energy efficiency package options. SYSTEM —SPECIFIC C408.2.2.2 Mechanical HVAC hydronic heating and cooling coils have means to balance and have pressure test connections. SYSTEM —SPECIFIC C408.2.2.2 Mechanical HVAC hydronic heating and cooling coils have means to balance and have pressure test connections. EnergyGauge Summit® Fla/Com 2017. TAM 2017-1.0 Compliant Software. -Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total.Building Performance Compliance Option 7/14/2018 Page 11 of 15 Insulation C303.1 Envelope Roof insulation installed per manufacturers€ ms 1:3 El instructions. Blown or poured loose -fill insulation is installed only where the roof slope is < 3 in 12. Insulation C303.1 Envelope Building envelope insulation is labeled with R-value or insulation certificate providing R-value and other relevant data. Fenestration C303.1.3 Envelope Fenestration products rated in accordance with NFRC. Fenestration C303.1.3 Envelope Fenestration products are certified as to performance labels or certificates provided. Insulation C303.2, C402.2.4 Envelope Floor insulation installed per manufacturer's instructions. Cavity or structural slab insulation installed in permanent contact with underside of decking or structural slabs. Insulation C303.2.1 Envelope Exterior insulation protected against damage, El E] sunlight, moisture, wind, landscaping and equipment maintenance activities. Insulation C303.2.1 Envelope Exterior insulation is protected from damage with M a protective material. Verification for exposed foundation insulation may need to occur during Foundation Inspection. Insulation C402:1.3 Envelope Non -swinging opaque doors have R-4.75 insulation. Insulation C402.2.2 Envelope Skylight curbs are insulated to the level of roofs with insulation above deck or R-5. Insulation C402.2.2 Envelope Insulation intended to meet the roof insulation requirements cannot be installed on top of a suspended ceiling. Mark this requirement compliant if insulation is installed accordingly. Air Leakage C402.5 Envelope Building envelope contains a continuous.air barrier that has been tested and deemed to limit air leakage — 0.40 cfm/ft2. Air Leakage C402:5.1 Envelope The building envelope contains a continuous air barrier that is sealed in an approved manner and either constructed or tested in an approved manner. Air barrier penetrations are sealed in an approved manner. Air Leakage C402.5.1.1 Envelope All sources of air leakage in the building thermal envelope are sealed, caulked, gasketed, weather stripped or wrapped with moisture vapor -permeable wrapping material to minimize air leakage. Air Leakage C402.5.1.2.1 .Envelope The building envelope contains a continuous air 13 barrier that is sealed in an approved manner and material permeability — 0.004 cfm/ft2. Air barrier penetrations are sealed in an approved manner. Air Leakage C402.5.1.2.2 Envelope The building envelope contains a continuous air barrier that is sealed in an approved manner and average assembly air leakage — 0.04 cfm/ft2. Air barrier penetrations -are sealed in an approved Air Leakage C402.5.2, C402.5.4 Envelope manner. Factory -built fenestration and doors are labeled as meeting air leakage requirements. Air Leakage C402.5.3 Envelope Where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening are located outside the building thennal envelope or enclosed in a room, isolated from inside the thermal envelope Air Leakage C402.5.5, Envelope Stair and elevator shaft vents have motorized C403.2.4.3 dampers that automatically close. Air Leakage C402.5.5, Envelope Outdoor air and exhaust systems have motorized 0 C403.2.4.3 dampers that automatically shut when not in -use and meet maximum leakage rates. Check gravity dampers where allowed. Air Leakage C402.5.6 Envelope Weatherseals installed on all loading dock cargo 1113 doors. EnergyGauge Summit® Fla/Com-2017.'TAM 2017-1.0 Compliant Software. Effective Date: Dec 31,.2017 Florida Building .Code, Sixth.Edition (2017) -.EnergyConservation IECC 2015 -Total Building Performance Compliance Option 7/14/2018 Page 12 of 15 Air Leakage C402.5.8 Envelope Recessed luminaires in thermal envelope to limit infiltration and be IC rated and labeled: Seal between interior finish and luminaire housing. HVAC C403.2.1 Mechanical HVAC systems and equipment design loads calculated in accordance with ANSI/ASHRAE/ACCA Standard 183 or by an approved equivalent computational procedure SYSTEM SPECIFIC C403.2.10 Mechanical HVAC piping insulation thickness. Where piping is installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC C403.2.3 Mechanical HVAC equipment efficiency verified. SYSTEM —SPECIFIC C403.2.3 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. labeled for replacement only as per Footnote b to Table C403.2.3(3). SYSTEM —SPECIFIC C403.2.4:1 Mechanical Heating and cooling to each zone is controlled by El a thermostat control. Minimum one humidity control device per installed humidification/dehu m id iflcation.system. SYSTEM —SPECIFIC C403.2.4.1.1 Mechanical Heat pump controls prevent supplemental electric El resistance heat from coming on when not needed. HVAC C403.2.4.1.2 Mechanical Thermostatic controls have a 5 A"F deadband. HVAC C403.2.4:1.2 Mechanical Thermostatic controls have a 5 A°F deadband. D HVAC C403.2.4.1.3 Mechanical Temperature controls have setpoint overlap Ul El restrictions. HVAC C403.2.4.2:1, Mechanical Automatic Controls: Setback to 55°F (heat) and C403.2.4.2.2 85°F (cool); 7-day clock, 2-hour occupant override, 10-hour backup SYSTEM —SPECIFIC C403.2.4.2.3 Mechanical Systems include optimum start controls. ED C1 n HVAC C403.2A.5, Mechanical Snow/ice melting system sensors for future El C403.2:4.6 connection to controls. Freeze protection systems have automatic controls installed. HVAC C403.2.6.2 Mechanical Enclosed parking garage ventilation has E1 El 0 automatic contaminant detection and capacity to stage or modulate fans to 50% or less of design capacity. HVAC C403.2.9 Mechanical HVAC ducts and plenums insulated. Where ducts or plenums are installed in or under a slab, verification may need to occur during Foundation Inspection. SYSTEM —SPECIFIC C403.2.9.1.3 Mechanical Ductwork operating >3 in. water column requires air leakage testing. SYSTEM —SPECIFIC C403.4.1.2 Mechanical VAV fans have static pressure sensors located so controller setpoint <=1.2 w.c.. SYSTEM —SPECIFIC C403.4.2.2 Mechanical Two -pipe hydronic systems using a common D 13 distribution system have controls to allow a deadband >=15°F, allow operation in one mode for at least 4 hrs before changeover, and have rest controls to limit heating and cooling supply temperature to <=30 OF. SYSTEM —SPECIFIC C403.4.2.3.3 Mechanical Two -position automatic valve interlocked to shut off water flow when hydronic heat pump with pumping system >10 is off. SYSTEM —SPECIFIC C403.4:4.5, Mechanical Zone controls can limitit simultaneous heating and El 0 C403.4.4.5.1-4 cooling and sequence heating and cooling to each SYSTEM —SPECIFIC C403.4.5 Mechanical zone. Condenser heat recovery system that can heat El n water to 850F or provide 60% of peak heat rejection is installed for preheating of service hot water. SYSTEM_SPECIFIC C403.4.6 Mechanical Hot gas bypass limited to: 240 kBtu/h - 50% capacity, 240 kBtu/h - 25% capacity SYSTEM —SPECIFIC C404.3 Mechanical Heat traps installed on non -circulating storage water tanks. EnergyGauge Summit® Fla/Com-2017. TAM2017-1.0 Compliant Software. Effective Date:.Dec 31,2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 -Total Building. Performance Compliance Option 7/14/2018 Page 13 of.15 SYSTEM —SPECIFIC C404.3 Mechanical Heat traps installed on supply and discharge piping of non -circulating systems. SYSTEM —SPECIFIC C404.3 Mechanical Heat traps installed on supply and discharge piping of non -circulating systems. SYSTEM —SPECIFIC C404.6.1 Mechanical Controls are installed that limit the operation of a recirculation pump installed to maintain temperature of a storage tank. System return pipe is a dedicated return pipe or a cold water supply pipe. SYSTEM —SPECIFIC C404.6.1, C404.6.2 Mechanical Automatic time switches installed to automatically switch off the recirculating hot-water system or heat trace. SYSTEM —SPECIFIC C404.9.1 Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light. SYSTEM —SPECIFIC C404.9.2 Mechanical Time switches are installed on all pool heaters and pumps. SYSTEM —SPECIFIC C404.9.2 Mechanical Time switches are installed on all pool heaters and pumps. SYSTEM —SPECIFIC C404.9.3 Mechanical Vapor retardant pool covers are provided for heated pools and permanently installed spas. Controls C405.2.1 Interior Lighting Lighting controls installed to uniformly reduce the lighting load by at least 50%. Controls C405.2.1 Interior Lighting Occupancy sensors installed in required spaces. Controls C405.2.1, Interior Lighting Independent lighting controls installed per C405.2.2.3 approved lighting plans and all manual controls readily accessible and visible to occupants. Controls C405.2.2.1 Interior Lighting Automatic controls to shut off all building lighting installed in all.buildings. Controls C405.2.3 Interior Lighting Daylight zones provided with individual controls that control the lights independent of general area lighting. Controls C405.2.3, Interior Lighting Primary sidelighted-areas are equipped with C405.2:3.1, required lighting controls. C405.2.3.2 Controls C405.2:3, Interior Lighting Enclosed spaces with daylight area under C405.2.3.1, skylights and rooftop monitors are equipped with C405.2.3.3 required lighting controls. Controls C405.2.4 Interior Lighting Separate lighting control devices for specific uses installed per approved lighting plans. Wattage C405.2.4 Interior Lighting Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and.separated from general lighting. Controls C405.2.5 Exterior Lighting Automatic lighting controls for exterior lighting installed. Controls will be daylight controlled, set based on business operation time -of -day, or reduce connected lighting > 30%. Wattage C405.4.1 Interior Lighting Interior installed lamp and fixture lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. Mandatory Additional Eff C406.4 Project Enhanced digital lighting controls efficiency package: Interior lighting has following enhanced lighting controls in accordance with Section C405.2.2: Luminaires capable of continuous dimming and being addressed individually, — 8 luminaires controlled in Mandatory Additional Eff C406.6 Project Dedicate outdoor air system efficiency package: Buildings with hydronic and/or -multiple -zone HVAC systems are equipped with an independent ventilation system designed to provide >_ 100-percent outdoor air to each individual occupied space, as specified by 0 E N qmmrm EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Soffware..Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017)-Energy Conservation IECC 2015 - Total Building Performance Compliance Option 7/14/2018 Page 14 of 15 Mandatory Additional Eff C406.7, C406.7.1 Project HVAC C408.2.2.1 Mechanical HVAC Testing C408.2.2.1 C408.2.3:2 Mechanical Mechanical Enhanced Service Water Heat System efficiency package. One of the following SWH system enhancements must satisfy 60 percent of hot water requirements, or 100 percent if the building otherwise complies with heat recovery per Section C403A.5: Waste heat re Air outlets and zone terminal devices have means for air balancing. Air outlets and zone terminal devices have means for air balancing. HVAC control systems have been tested to ensure proper operation, calibration and adjustment of controls. Post Construction C303.3, C408.2.5.2 Interior Lighting Fumished O&M instructions for systems and equipment to the building owner or designated representative. Post Construction C303.3, C408:2.5.3 Mechanical Furnished O&M manuals for HVAC systems within 90 days of system acceptance. Fenestration C402.4.2.2 Envelope Skylights in office, storage, automotive service, manufacturing, non -refrigerated warehouse, retail store, and distribution/sorting area have a measured haze value > 90 percent unless designed to exclude direct sunlight. Post Construction C408.2.1 Mechanical Commissioning plan developed by registered design professional or approved agency. Post Construction C408.2.3.1 Mechanical HVAC equipment has been tested to ensure proper operation. Post Construction C408.2.3.3 Mechanical Economizers have been tested to ensure proper operation. Post Construction C408.2.4 Mechanical Preliminary commissioning report completed and certified by registered design professional or approved agency. Post Construction C408.2.5:1 Mechanical Furnished HVAC as -built drawings submitted within 90 days of system acceptance. Post Construction C408.2.5.1 Interior Lighting Furnished as -built drawings for electric power systems within 90 days of system acceptance. Post Construction C408.2.5.3 Mechanical An air and/or hydronic system balancing report is provided for HVAC systems. Post Construction C408.2.5.4 Mechanical Final commissioning report due to building owner within 90 days of receipt of certificate of occupancy. Post Construction C408.3 Interior Lighting Lighting systems have been tested to ensure proper calibration, adjustment, programming, .and operation. 0 EnergyGauge Summit@"Fla/Com2017."TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) -Energy Conservation IECC 2015 -"Total Building Performance Compliance Option 7/14/2018 Page 15 of 15 OFMCE PERmrr # ZL --aEc - TRUSS INDEX SHEET GENERAL NOTES AND DESIGN PARAMETERS 1. A SIGNED AND SEALED TRUSS SUMMARY HAS BEEN INCLUDED TO PROVIDE AS AN INDEX OF TRUSS DRAWINGS 2. REFER TO CONSTRUCTION DOCUMENTS FOR TRUSS PLACEMENT 3. DESIGN LOADS: FLOOR: 95 and 115 PSF 4. WIND DESIGN LOAD INFORMATION -***NOT APPLICABLE FOR THIS FLOOR TRUSS JOB*** PER 2017 6TH EDITION FBC, REF. ASCE 7-10) A) BASIC WIND SPEED = 140 MPH(Vult); 108 MPH(Vasd) B) WIND IMPORTANCE FACTOR = 1.00 C) BUILDING RISK CATEGORY = II D) WIND EXPOSURE(ALL SIDES) =B E) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = +/- 0.18 PARTIALLY ENCLOSED BUILDINGS = +/- 0.55 NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10 DEFINITIONS CLASSIFYING AS SUCH) 5. REFER TO ROOF AND FLOOR DETAILS AT THE END OF THIS BOOK FOR TYPICAL CONNECTIONS I11111111//1 E. 000. No. 81439 0 U o A o° STATE OF e° 00 OR ID b.0 K& M TRUSS ZELLWOOD FL I I LONTA CONSULTING h DESIGN GP RIOT a ASSDCAITES. Lu CENT. OF AUTHORIZATION NO. 0177 a'V B amen P. 4 81439 project no. checked: raven: te: scale: 1035 GREENWOOD BLVD., SUITE 173 LAKE VARY, FL 3274E PHONE: (407)651-I917 BRYAN E. DAHM PE PIA. REGLS7. NO. 81439 ssom Trail - P.O Box 1138 Main Office:407-880-4551 Zellwood, FI 32738 Fax:407-880-4552 Name: Contact: DAVID COX CONSTRUCT Dave Cox Address: City, State, Zip: Salesman: Mike Sarvis Designer: Notes: Wooffruss Oty I Span I Description I Truss 1 14-00-00 FGI3PLY 3 -Ply 0/12 256.2lbs. each 1 06-04-00 FG2 2PLY ' 2 -Ply 0/12 86.80lbs. each 1 06-04-00 FG3 2PLY 2 -Ply 0/12 100.8lbs. each iF7,i 1" 06-0.1'-00 FG4 2PLY 2 -Ply 0/12 86.801b s. each 1 05-02-00 FG5 2PLY 2 -Ply 0/12 75.60lbs. each 1 04-10-00 FG6 2PLY 2— ly Q 12 68.60lbs. each'; Wooffloor Uplifts Reactions Job #: 180373 Order Date: 6/8/2018 Project Information: Name: Warehouse for Omega Medical Address: Region: City, State, Zip: Loading: TC BC LL 100 0 DL 10 5 C-Cust Notes: 35 Bearingl Bearing2 Bearing3 Bearing4 Height action/Uplift Reaction/Uplift Reaction/Uplift Reaction/Uplift 05-00 BC100 00-05-00 BC100 02-00-00 5299 / 0 5456 / 0 05-00 ' BC100' 00-04-00 BC100 02-00-00 2071 / 0 2187 / 0 05-00 BC100 00-04-00 BC100 02-00-00 2133/0 1683/0 05-00'BC100 ,00704-00,BC100' 01-00=00,,BC100 02-00-00 868/ 0 265 / 0 667 / 0 D-05-00 BC100 00-05-00 BC100 02-00-00 1563 / 0 1543 / 0 0-05-00 BC100 00 05-00 BC100 02-00-00 3293/ 0 . 2243 / 0 oty Span Description Truss Bearingl Bearing2 Bearing3 Bearing4 Height Reaction/Uplift Reaction/Uplift Reaction/Uplift Reaction/Uplift 27 1 8 2 2 21-10-00 21 ;1'0 00 21-10-00 21 10 00 20 09 00 FL1 155.8Ibs each FL1A Ibs. each: FL2 174lbs. each L3F i 183lbs each FL4 17s.4 ms. each 00-06-00 BC100 1635 / 0 00-06 00 BC100 1034./ 0 00-06-00 BC100 1347 / 0 00-06-00 BC100 ,, 1417 / 0 00-061005B/ 0100 00-05-00 BC100 1635 / 0 00-05-00 BC100 1304 / 0 .< 00-05-00 BC100 2426 / 0 00 05-00 BC100 2652 / 0 00-0 -00 B 0100 N 00-05-00 BC 4 0 969 Q9.,' 00-05-00 C 0. 129f2 0 u 00-03-00 aA 1 ° 1032 f e Xl 00-06 2016 0 4 t,tlllffrre i P 1 E. Dqmo°°°-y o° 0,00000400 ENS o . No.'81439 STATE OF o ao4 0 i IV.. oo°°000 S/6NAL EN 02-00-00 0 00 0 -0=0 0 00 X 00 00 tl. Page 1 of 3 JUL 12 I2018 Bryan E DOW, P.E. K LIC. No. 61439 Job#: 180373 QUOTE oty Span Description Truss Bearingl Bearing2 Bearing3 Bearing4 Height Reaction/Uplift Reaction/Uplift Reaction/Uplift Reaction/Uplift 1 20-09-00 FL5 171.5 tbs. each 00-06-00 BC100 1205 / 0 00-05-00 BC100 2352 / 0 00-05-00 BC100 1241 / 0 02-00-00 4 20-04-00 FL6 172.21bs. each 00-06-00 BC100 1430 / 0 00-05-00 BC100 2441 / 0 00-03-00 HANGE 882 / 0 02-00 00 Kzvlq 8 17-06-00 FL7 143.5 tbs. each 00-06-00 BC100 1985 / 0 00-05-00 BC100 1985 / 0 02-00-00 5 15-11-00 FL8 131.01bs. each 00-05-00 BC100 624 / 0 00-05-00 BC100 2147 / 0 00-05-00 BC100 1121 / 0 02-00-00 1 15-11-00 FL9 130.9 lbs. each 00-05-00 BC100 921 / 0 00-05-00 BC100 1342 / 0 00-05-00 BC100 1377 / 0 02-00-00 8 15-03-00 FL10 126.0 lbs. each - 00-05-00 BC100 1726 / 0 00-05-00 BC100 1726 / 0 02-00-00 2 14-05-04 FL11 107.8 Ibs. each 00-06-00 BC100 1182 / 0 00-05-00 BC100 1589 / 0 00-03-00 HANGE 551 / 0 02-00-00 6 14-00-00 FL12 93.80 tbs. each 00-05-00 BC100 1582 / 0 00-05-00 BC100 1582 / 0 02-00-00 12 12-11-00 FL13 90.42 tbs. each 00-06-00 BC100 1458 / 0 00-05-00 BC100 1458 / 0 02-00-00 ry 28 12-05-00 FL14 199.21bs. each 00-03-00 TC100 1411 / 0 00-05-00 BC100 1415 / 0 02-00-00 1 11-09-00 FL14A 00-03-00 TC100 00-04-00 BC100 09-01-00 BC100 02-00-00 90.48 tbs. each 223 / 0 471 / 0 1978 / 0 13 10-11-00 FL15 00-05-00 BC100 00-05-00 BC100 02-00-00 89,08 tbs. each 1256 / 0 1227 / 0 2 10-11-00 FL16 89.08 tbs. each 00-03-00 HANGE 1256 / 0 00-05-00 BC100 1227 / 0 02-00-00 3 10-11-00 FL17 90.48 tbs. each 00-05-00 BC100 1256 / 0 00-05-00 BC100 1227 / 0 02700-00 6 10-11-00 FL18 90.48 tbs. each 00-03-00 HANGE 1256 / 0 00-05-00 BC100 1227 / 0 02-00-00 1;. 10-11-00 FL19 90.48 ibs. each 00-05-00 BC100 1256 / 0 00-05-00 BC100- 1227 / 0 02-00-00 6 10-05-00 FL20 84.00 lbs. each 00-03-00 TC100 1180 / 0 00-05-00 BC100 1185 / 0 02-00-00 2 10-03-00 FL21 79:80 lbs. each 00-05-00 BC100 1151 / 0 00-03-00 HANGE 1179 / 0 02-00-00! 1 09-11-00 FL22 70.00 lbs. each 00-06-00 BC100 1113 / 0 00-04-00 BC100 1113 / 0 02-00-00 6 F-I67,55 1 1 09-03-00 09-01-00 07-04-00 FL23 tbs. each FL24 . 68.60lbs. each FL25 56.00 Ibs each 00 05-00°BC100 1036 / 0 00-04-00 BC100 1017 / 0 00-04-00 BC100 816 / 0 00-05-00' BC100 1036 / 0 00-05-00 BC100 1017 / 0 00-05-00 BC100- 816 / 0 y 1 t 1 N P`omE6 Ay aN, \GEI e0° No. 8 o° Not,,. '` S 0. d. 439 00 o 02-00-00 02 00 00 02 00-00: 3 06-10-00 FL26 53.201bs each 00-05-00 BC100 758 / 0 00-03-00 HANGE 787 / 0 IN STATE: G ' o° r OF 0e 02-00-00 1 F-I26.60lbs 02 O8 00 FL27 each 00 03 00 TC100 28910 00 04 00 BC100 294 / 0 I T s roe OR e'0os®" ` 02-00 00 JUL 12 2018 Page 2 of 3 Bryan E. Dahlka, RE, FL Lic. No. 81439 Job: LiUU;J/3J -Warehouse For U(Y)ego Iced i c -UMV1U LUX L;UNS I NUL; I lUN / To chord 4x2 SP Dense Struct. 65 Bo t chord 4x2 SP Dense Struct. 65 Webs 4x2 SP #3 Max JT VERT OEFL: LL: 0.45" DL: 0.23". See detail DEFLCAMB1014 for camber recommendations. Truss must be Installed as shown with top chord up. T 1 R-1635# Wreq-1.500"MIN THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT RII plates ore 4XG(R) except as noted. 2x6 continuous strongback. See detail STRBRIBRIO14 for bracing and bridging recommendations. Trusses to be spaced of 19.1" oc maximum. Defleotlon meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 2 ' 3 "8 —+{ 8' -}- 2' i 11'10" 16' 2X4 (R) 1113X5 101, R-1635# Wreq-1.500"MIN I 11i 10/i!s V G ` ° S E O = 119019 PLT. TYP.-WRVE DESIGN CRIT-FBC2017RES/TPI-2014FT/RT-12X(OX)/10(0) OTY= 27 T0L= s REV. 17.02.01R.111SLFLE=0.3947 rW NIN •• READ AND FOLLOW ALL NOTES ON THIS DRRWMOI IIMPORTRNT*# FURNI9N TNI9 DRAWING TO ALL CONTRACTORS INCLUDING THE .A ER9, T C L L 80. S F' R E F z,e Tr.... e9wlre ztrame a In fob looting handling hlppping Inetollingg and brooI giber and 400 followthelatestedltlanofBCSI [Building Canponent SV.ty Inf....tl.n, by 7PI and VT=Far y TC DL 1 0PSf DATE 07-12-2018 spr.otl... prI to perrarmings thee. funot lone. Installers shall provide temporary brooi per BC 41011 E Unless noted otherwlea, top hard shall hove properly ott..h.d truotural sheathing o d Iyf 7l ton oh Cft shall hve properly tt..heP Ipld selling. LoaalTan. h..n Par permanent lateral "eelggl be east B C D L 5 0 p s f D R WG onhavebra. ing Installed per BCSI cacti an. 03, B7 r BID, as opplloable. Rpplyy ploteee"Uh of irvna d pael ion a haws obave and n the Joint Details, unless noted otherw7.9. OOO Ralls efer to drouing. 160R-Z Far standard elot naoeitlone. e* B C L L 0. 0 P S F` K J 28 44 N., 0, a, T. ITW Bullding Co ponente Group Ina. hall t be P ibis For any de latlon From thie a 16i .. '. Failure to build iha }rues in ..nformon.e with ANSI/TPI 1, ar for handling, chipping, R j D YBLiYVOOD. FL32798 " fir sing or trw..... . " AFL tip d TOT.LD. 95. O sf O/R LEN. 211000 R esa on this drouing or cover page listing this drowing, Indicates acceptance or profs o 6i.. R IMMI re lbillf solel For the deal shown, The sultobillt and uss of this dro ` 1 0 J 0 B # 180373 PH..407810455Ie^B ng aPa^s y a design y Yyygn, for any structure is the responslbi II ty of the Building Do.lgn.r per ANSI/TPI I Seo.2. ` S 00 ` DUR . F R C . FAx y Q]-.aai%•tii rJ52 For more Infarm.tion e e this •Job gge ..I note. poga and these ab slice: `Qt, , ITWBCG: wu.ltwboq.00m: TPI: w u.tpinet.cryi 4TCR: w .ebolndustry.00m: ICC: w w.loo.ofe.d& Mom' 1 SPACING 19. 1' T Y P E S Y 4 2 llt to Job: LibUd/J.) -Warerlouse for Ume o I'led i c -UHVIU UUX DUNS I NUL, I IUN / Top chord 4x2 SP #2 :T2 4x2 SP Dense Struot. 65: Bot chord 4x2 SP Dense Struct. 65 :B2, B4 4x2 SP #2: Webs 4x2 SP #3 Trusses to be spaced at 19.1" oc maximum. Truss must be installed as shown with top chord up. M THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT RII plates are 3X4 except as noted. 2x6 continuous strongback. See detoil STRBRIBR1014 for bracing and bridging recommendations. Deflection meets L/360 live and L/240 total load. Creep Increase factor For dead load is 2.OD. 2 ' 3 "8 -- nnmojd 2X4 (R) 1113X5 I, 16' i 5110" 21' 10- -1 R-1034# Wreq-1.500"MIN R-1304# Wreq-1.500"MIN R-969# Wreq-1.500"MIN E. r uttr<< s GE s SEO = 119015 PLT. TYP.-WAVE DESIGNCRIT-FBC2017RES/TPI-2014FT/RT-12X(OXl/lO(O7 OTY= 1 TOTf$'= 1 sae REV. 17.02.01R.11ISM9LE=0.3947 eWARNINGloo READ ANDFOLLOW ALL NOTES ON THIS DRAW TC LL 80.OPSf REFIMPORTANT#• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T I ERB,r Trueaee squire xtreme oo a In fabricating handling hippping, InotolIinq nd brao"lp Fip.ar and Fall ov the loteei edition of SCSI (, ,din Com } SoFet InFormatlon, b TPI and WTt For atia.. lar to erformin theee funotlone. pInetollere shall Ids t m braeI BC29 TC OL -1 O . OPSf DATE 07 12 2018 pro pr p g prov porary j per a; Unless noted otherulea, top chard shall have properly ottoohed Far eheoth ra and.$ tom oh hall have a Properly ottoahed rl ld ceiling. Laced... enoun For permanent lateral roe pyI 1 , be am BC DL 5 • O P S D R WG r^-. ,dy .t_-....y mew..w,aa.*, shall hove bracinngq Inetol led per CSI ...done B3, B7 or 810, oa applicable. Applyy palotd7St h oa //yyam d 'I ti tta J,I LV . `-;,: F erase d pooltion oe hovn above and n the Joint 0etailel anises noted othervTs Of `, BC LL P r Refer to drovinpp 160R-Z For standard slate n oeielone. .^ O O S r KJ 2844 N,. Q, 01 T. ITW Building -Co .... a Group Inc. hall t bs p llbl. For any dev lotion from ihi n follur. to bu11d th. tru.e In oonformanoe ul th ANSI/TPI 1, or for hondlln hi In zLLwona. FL327+8 r sing or tr ee... s' ° PP g'( R P TOT.LD. g5 . O sf 0/R LEN. 211000 A see on this droulnQ or Cover peg. ILstlnq this drorin8, Indleotu e000ptanee or preh o aq rH. A07.88O- d551 ", owing respone1b111fy sel.ly rap the design sheen. The .ulre Ity end Wee or this dr 0 sbM ` OUR. FRC . 1 . 00 JOB # : 180373 for any efruoture Is the respond bll ity or the B.I loll ng Deal goer pop ANSI/TPI 1 Boo.2. FAX, 407- 880-4552 For mar. InFarmatlan ... thl. Job . Vn... I not.. pog. and th... web e t !. . r SPACING 19. 1 " TYPE SY42ITWSCG: u ,.Ituboq.o—: TPI: v v.ipinst.org: TCR: u .oboln otry.00m: ICC: u v.I0000F.. IN, t„m. I/lla1111 ' Jot); LibU,3/d) -Warehouse for Umegc flea I c-UFTVlU UUA UUINb I NUI, Top chord 4x2 SP Dense Struct. 65 Bot chord 4.2 SP #2 :B3, B4 4x2 SP Dense Struct. 65: Webs 4x2 SP #3 Truss must be Installed as shown with top chord up. 1 2'6" --I 5.4"8- -I- 1'10"12 T _ II I N THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates ore 3X5 except as noted. See detail STRBRIBRIO14 For bracing and bridging recommendations. Der IectIon meets L/360 Iive and L/240 total load. Creep Increase Factor For dead load is 2.00. 7'10"8 i1'9" -}- 4111"4{ kvolmII I AV 1111 1111 I i1 1111 I 6/1 o11l1 I11 trllu, .1 1111 1'il el l'1 1111 eel eeeel-eeleeeeee eel-.eel-e.eel-eel ee @eel-Fele.1 aY'eeeeleeeel-eel eel-eeeie!•eee,-R eeel L'ie eel-eeeel e.l eel -sees) 79 10, -{- 2' 9'10" 2X4 (R) 21'10" R-1347# Wreq-1.500"MIN R-2426# Wreq-1.500"MIN R-1296# Wreq-1.500"MIN 4116 s4$"' ,. SED = 119023 PLT. TYP.-WRVE DESIGN CRIT-FBC2017RES/TPI-2014FT/RT-12X(OX)/10(0) OTY= 8 TOTQ$= 8 e=s' REV. 17.02.01R.111SCRLE=0.3947 rrW RNIN rr READ AND FOLLOW ALL NOTES ON THIS ORAW arIMPORTANTrr FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T I ERB.Ay T C L L 1 . O P S f R E F Trueaee equlra ,tram, a In fob looting hondling hI ping Installingg and brool F3Y7fer. o and e- Fol lou the loteet edrtlan of SCSI [BuIlding Component SobatU gnferAatlan, 6y 7PI and WTC for y TC DL 1 OPSf DATE 07-12-2018psilos: prior to perForming these funotlone. Installer: shall provide temporary brool per BC Unless Died otherulee, top chord :hell he— properly ottoohed tr,otural aheothing o d ton oh C [ she have o properly etteched rigid oelling. Loeet7ona ehoun For permanent lateral real nf,Af be ® BC D L 5 . O P S r D R W Gt:,; *., ehal l haw brooing Instal led per SCSI aeotlone 03, B7 r B10, ae oppl Iooble. Apply p lot d @S.' tdd'' . T•f rs' .I Vz °{Fj of trues and peel ion ae shown above and on the Joint Detalle, unless noted olheru ss. kiiiST ATE ' [ Refer to dreuings 16OA-Z For standard splate pooeltl one. . :. B C L L 0. O P S r2844N, O, Ell T. ITW BuIlding Co ponenia Group Ina. hall t be responsible for any devlatlon from Ith n failure to 6wlld the irwae In oonformonoe urth RNS1/TPI 1, or for hondling, ah 1pping, F ZELLWOOD, FL 32798 aing of truer a® b L R (3 TOT. LD . 115. O s F 0/R LEN . 211000 R sw on this drawing or cover page listing this drou(ng, Indicate@ eae.ptene. or prof. o one,, n Irnerl re Ib111 @ol@I far the desI sho.n, The @uItubIIIt and u@e of ihl• drs - -R 1 J 0 B # ( 180373PH, 407 BE)0 QSST a ng • a a g s DO b0 for any @iruot re I ihs resPornlblllty of the Building De@Igner psr AN I/TPI 1 Bso.2. DUR . F R C . iAX, 407. 880 - 4 552 for more InForm:tlon e e this job ge ral notes page and thee. web sit SITWBCG: u u.Itubog.00m: TPI: u u.tpinet.ary: WTCR: u ..bolndu:try.00m: ICC u w.Ioa:a j,C I A„ ` SPACING 2 4 . 0 " TYPE S Y 4 2 InI I Ir 111 Job: L18UJ/:JJ -Warehouse for Umegc Medic -UHV1U CUX GUNS 1 HUG 1 1UN / Top chord 4x2 SP SSBotchord4x2SP #2 Webs 4x2 SP #3 J) Hanger Support Required, bg others Truss must be installed as shown with top chord up. i 2'6" 8.7"8 10" T3 N 1 PLT. TYP.-WRVE THIS DWG. PREPHRED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are W-3X4 except as noted. i 2x6 continuous strongback. See detail STRBRIBR1014 For bracing and bridging recommendations. Deflection meets L/360 IIve and L/240 totoI load. Creep Increase factor for dead load is 2.00. 9'1"8 0 12i 4. 1 "8 -j Oki., IIII :1,1, fd r l I n 1! .1(!, I11 H! ill as rN! 1111I F 2.4" i 1.2" 14,10" 1 1'2" -1 2'4"--{ 21'10" R-2652# Wreq-1.500"MIN R-1032# H - H1 Q'4 y6900909poi OTY= 2 T 0 T r$~= 2 ytiGE s ems® REV. 17.02.01R.111SEQ9LE =118788 W RN N ++ ER NO FOLLOW ALL N H RW TC LL 100. OPSf REFIMPORTANT++ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T I ERS. op Trusses equlre extrem o In Fobrloot Ing, hondling hlpping, Installing and brool der o and w Pollow the latest edltloneoF SCSI IS" Component Sokety I fornotion, by TPI and MTG For FWy TC DL 10 OPsf DATE D7-12-2D16 pp otlo6e prior to performing these Funotlon.. Inetollere shall provide temporary brool per BC Unl... oted otherwlee, top chord shall hove properly attached etruotural shad thing and ton oh Pas shall hove properly attached rigid oel ling, LooalTone hovn For permanent laterol eeInj,pF be ID BC D L 5 • 0 P S P DR W GehollhovebraalnppInstalledperSCSIeeotlona83, B7 r B10, oe opplloabl.. Applyy pl t i h _ of it e d position as hown above and on the Joint Detoll., unless noted otheru)se.a , OP SFTodrawings160R-Z Par standard slots paoeltIon.. (O.@ S I B C L L S 2844 N,. 0. 8, T. ITV BuIlding Co po me Group Inc. hall t be F 11ble Far any devlatlon From this./// [' allure 1 build the trues In oanFormonoe with ANSI/TPI 1, or for hondling, shipping, 1 1 C O S i 211000zLLW09D. FL 32iS$ n almg of '"' % RI' ' TOT . LO . 1 1 J 0/A LEN . R ..a an this dmowlng or oovsr P.D. list l no this drawing, Indicates cc no* of profs St 00 PH. 407-880.4551 On M.poMlblllty solely for the design shown, m..wleablury and w.. of ihl dro cpooM _."9 DUR.FRC. 1.00 JOB #: 180373 for any truoture I. the r.sponslblllty of the BuIlding Designer per RNBI/TPI 1 Beo.2. + FAx..407-680-4552 Par nore ImFarmarlan e . this Jobe general Hares pog. and these web sites: S/SPACING 24.0" TYPE SY42ITWSCG: w ,.It,bog.00n: TPI: w w.tpinot.org: TCR: w .oboln .try.oam: ICC: w w.1..N . ill tt . Itl • R-1417# Wreq-1.500"MIN DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-12X(OX)/10(0) Job: L1iJUJ/dJ -Warehouse for Umego Medic -UHV Top chord 4x2 SP Dense Struct. 65 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Truss must be installed as shown with top chord up. i 2.6" yi X I;UN blN U1;l1U N / THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT RII plates are 3X5 except as noted. See detail STRBRIBRIO14 For bracing and bridging recommendations. Deflection meets L/360 Iive and L/240 totoI Iood. Creep Increase Fact7F.,de.d load Is 2.00. 5'4"9 _, 9"12_ 7'10"6 1'3"12 GGi — II . illl hli IIII r • 1111! Ii! III lil! 111 MI iii II 1111 „ goo, 1111 Y:e eee ell—..I—.eel—..e eel—eee e. e.le>•.. 1--1'9..-i--1'3" 14'9" 2X4 (R) 20'3" R-1205# Wreq-1.500"MIN R-2352# Wreq-1.500"MIN R-1241# Wreq-1.500"MIN NNtttfill,, E. DMa F. seeVAC $ ,Q , SED = 1IB766 PLT. TYP.-WAVE DESIGN CRIT-FBC2017RES/TPI-2014FT/RT-12X(0X)/10(0) OTY= 2 TOTf;t= 2 REV. 17.02.01A.111SLFLE=0.4153 vWRRNING ** REPO PNO FOLLOW ALL NOTES ON H W TC LL 100. OPSf REFrIMFORTRNTr• FURNISH THIS ORRWINO TO ALL CONTRACTORS INCLUOINO T IIR ER6.. o'r Trueeea squire xtreme a In Fobrl oat ing, hondII g hlBBpIng, InstoI lingg and brooi and 40 Follou tha latest edition aF SCSI (Building Component Sa'etys 1 Formation, by 7P1 and WTC for y rootlae. prlo to performIngg th... eunatlone. Installers hail provlda temporary braai per ecsti' a T C O L 1 0 . O P S f DATE 0 7 -1 2 2018 lase oted otherulee, top hard eh.1I hove properlyu attoohed etruotural sh..thing and tom oh + e»>• shall have properly tt..h.d i Id calling. LocatTone houn For permanent for.... a In be eb BC D L S O p s fD R W Gof1havebracingInstalledpar .- a orlon. 6J B7 r 810, as applloable. Rpplu plot t h .-.r Ch. of true. and po6l on oe ehoun above and on the Joint Oetalle, unless noted otherulee. IL+ O O S Refer ,B '.suing. 160R-d For standard .lore n.eltlane. ""' a BC L L 2 d,(i N'., 0, S. T. ITW Bw Iding Component Group Ina. hal t be F Ible for any deviation From ihle o Failure 1 buJld the true. In aonfor%noe ulth RNSI/TPI 1, or for hondling, .hi ppl ng, IIRR} A41c, x ZELLWOOD. FL 32798 nor sing of .rase ' n R Q'` TOT. LD . 115. 0 sF 0/A LEN . 200900 R ew on this drouing or cover page listing this 'suing, Indicates acceptance of prof. yna PH. 4 07-880-A551 engineering responsIbIIIty solely For the dolgn shown. The suItab IIlty and use of this;;.5 1, ft 00pp DUR.FAC. 1 . OO JOB #: 180373 Foranystructureathe—ponelbll lty of the gullding Oselgner per RNSI/TPI 1 B.o.2, I ( s F',. X. 407 ' 590 . 4 552 For more Information see thle job gg .rol notes Po and these eb sit ]. ITWBCG: u u.ltubog.00m: TPI: u w.tpin.t.org; VTCR: u u.abolnduatry.00m: ICC: u u.loo.o. , L; ` SPACING 2 4 . 0 " TYPE S Y 4 2 I" fro Job: (1UUJ/JJ -warencuse for Umega Medic -L Top chord 4x2 SP Dense Struct. 65 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Truss must be installed as shown with top chord up. 2.6" UlNbIt-tUI.IIUIN / I1-113 UWG. HKEHHKEU UY IHE ALPINE JOB DESIGNER PROGRHM FROM 1RUSS MhH'S LHYUUI All plates are 3X5 except as noted. See detail STRBRIBRIO14 For bracing and bridging recommendations. DeFIectIon meets L/360 live and L/240 totoI Icod. Creep Increase Factor For dead load is 2.00. 1 5'4"8 9-12 1 7'10"8r 1'3"12 till ili i 1111 ili il I11 lily il 1111 aili Fill u...u:.i.n::: H:e!•ell-. 1-... w u nu un o ui mw w 1-.el e el'e 1 I IS., }--1'3" R-1205# Wreq-1.500"MIN 14'9" 20' 9" R-2352# Wreq-1.500"MIN I%%% 1111111jj,111E0.4.,f rr 1'3" +— 119- --{ 2X4 (R) R-1241# Wreq-1.500"MIN SEO = 11B771 PLT. TYP.-WAVE DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-12X(OX)/10(0) OTY= 1 TOT f 1 REV. 17.02.01A. 111SM9LE=0.4153 WARNING[** READ AND FOLLOW-RUL-NOTESN THIS ORAW TC LL 100. PSf REFBIMPORTRNT#o FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T IAA ERB,+60 Trueees e9ulre xira,e a In Fob, loot l ng, hondI ing hlpppI ng, InetoI l Ing nd brool e o and Follow the latest edltlon of SCSI [Bullding Component Sa'ety Infornotlon, by TPI and WTC for ;t - TC DL 10. OpsF DATE 07-12-2018 pprootloes prior to perFor,Ing these FunotIons. Inetollers shall provide tenporory orool per BC lln lase Died otherwlae, top hard shall have properlyy ottoah.d truoturol sheathing and ion oh 0shallhcveproperlyttoohedIIdoelling. C000tlone shown for pernonent lateral e Igf,j'.. e - Im BC D L 5 . 0 P s F D R W Gr csl , e shall hove bran ing Installed per eaation9 B3, B7 or BID, oe opplloabl e. Rppl plot 1 h oe /per, -qy [ of truss and posl Ion o houn oboes and on the Joint Detolle unless no otherulyaa. .rj'` / 0. Qf')srR.Fer to 1Idt gs 160R-Z For aI ndord slots ^.,titian:. of d'/!QO B C L LpZN:. o, . T. ITW Bullding Co ponento Group Ino. boll t be pp ible For ony devlotion Fro, this fl /anFolluretobuildtheirwseInaonFor,onos with gNSl/TPI 1, or For hondlln hl In ,, V ` D A L E N . 2o0s00CELLw000. FL 32798 ybrcoing eF t,wee B. PP B. IC/ Q ` rb TOT. LD . 115 . O sf R eeo on this drawinngg or oover page listing this drawing, Indlootow 0eoeptanee of prefe yn a af4" I' 1i1oPH. 407-880-4551 OngIMerIng respaneIbI111 W sally for the deslen shown. The eultobIIIty and use of thI• droJWd. 0060 DUR.FAC. 1.00 JOB #1 180373 For anyIsthe"a *10ibllity of the Building Designer per RNBI/TPI 1 Goo.2. J' V- PAx:.407-860-4552 For more InFar,atlan. a this ob gg ,aI notes gg and ih.e. web elt..: p 0 SPACING 24.0" SY42ITWBCG: u w.ltubog.00n: TPI: u w.tpin,torg: MICR: w .sbolndwsiry.00,: ICC: w w.Iaaeafe.p II Y: _ t, TYP E li'aI I Job: L 1 bUd/:JJ -Warehouse for U(nego fled i c -UhV l U L.UA L Ulyb I f<UU I IUN / Top chord 4x2 SP #2 :T2 4x2 SP Dense Struct. 65: Bot chord 4x2 SP #2 Webs 4x2 SP #3 J) Hanger Support Required, by others Truss must be Installed as shown with top chord up. if2'6" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT RII plates are 3X5 except as noted. 2x6 continuous strongback. See detoiI STRBRIBRIO14 For bracing and bridging recommendations. Deflection meets L/360 live and L/240 total load. Creep increase Factor for dead'i loud is 2.00. if- G'7"8 10"12 } 7'10"8 -' 9"12, 1114X6 (R) T= = 4X W-3X4 =3X4 'I112X4 =3X4 m4XS =5XQ m2xaIYF N 1 m 1111 ilili lul IC 1i1 ilili I'll lil 111 lill IIII we uw sssssss w tl:l•eeeel-eel i i msun ee.-eeel ume we meeeeeeeee se n ee1e1•e. usl u' e--eeel._ 111 SRN e 15' 20'4- R-1430# Wreq-1.500"MIN R-2441# Wreq-1.500"MIN R-862# H - H1 E. D,q,S;'oi SEO = 118783 PLT. TYP.-WAVE DESIGN CRIT-FBC2017RES/7PI-2014 FT/RT-12X(OX)/10(0) OTY= 4 TOT f$= 4 ors REV. 17.02.01R. I11SII91_E =0. 4238 WARN N •• READ ANDFOLLOW ALL NOTES ON THIS DRAW All 4#IMPORTRNT*• FURNISH THIS DRRWINO TO ALL CONTRACTORS INCLUDING T IR ERB, ® TIC L L 1 O O. O P S R E F Trueeee squire xir..e a In Fobrloating, handling hipPping, Installing nd brool o r: and 1 i Follow ihs iciest edition of BCSI (Building Component So'ety ypIng, I don, by TPI and ooZ {(Q@i{y ` s a aotloae prior to performing these Funatlona. Inetollera aholl provide tamporory brool per BC'.A. . TIC DL 1 psf DATE 07-12-2018 s,'* Unlace noted otherwise, top herd aholl hove properly ott..h.d truoturol eheothing and- ion oho shall hove properly ttoohed rigid eel ling. Lo..Bt one houn for pa...nent loterol a In be - ® B' D L rJ O S F D R WGs" ehol I hove bracing Inetol led per 6CSI aeotlona 83, B7 r 810, oe oppl iaoble. Apply plot dh oe .wr Pi F trues d position o houn above and on the Joint Detolle, unleea noted other.Tee. 1 t [ Refer to drouinge 16OR-Z For et.ndord elate nooeltI no- (g - :. BC L L O O P S rZa4 , U. fl, a, T. tyITW Building Co ponante Group Imo. roll 1 be p Ible For ony deviation from ihI a 0. b Foil9rooriT bend th iruee In oonFormonoa ulth RNSIawi 1, n For hondling, shipping, 1 i, to lil to `` TOT. T . L D . 1 1 5 • O S fzeiCrocco. FL 32798 a ,eO on this doul or cower pogo I lsting this drawing, Indiectu eewptenee of profs T C\ R fffiii D7R LEN . 200400 PH. 407 - 880 - 4551 engineering rosponolbi111 y sololy for the design shown. The oulteblIIty and use or th(o dreJ5 _( op eo - DU R . F R C . 1 .00 J O B # ' 180373foronystructureistherQopon-lblllty of the Building Designer per RN B I/TPI 1 8eo.2. V ( FAX 407 800.4 55,2 For nor. InPormotlon s e this job gg erol notes pag and these b sit %+ S PiITWBCG: u ,.Itubog.00m: TPI: u u.tpinot.ory: 1lTCR: u u.eboindu.try.00,: ICC: v W.10... F.i'y!j ,,, -- S P R C I NG 2 4. 0" TYPE S Y 4 2 1 11111ir JOb- LibUd/61 -worenouse t or umega neo l c -UHV1U LUX LUNb l ('(UL I lUIN / I111b UWU. PHtPHRtU by (HE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 4x2 SP Dense Struct. 65 :T2 4x2 SP #2( RII plates are 5X6(R) except as noted. Bot chord 4x2 SP Dense Struct. 65 :B4 4x2 SP #2: Webs 4x2 SP #3 + 2x6 continuous strongback. See detoil STRBRIBRIO14 for bracing and bridging recommendations. Deflection meets L/360 live and L/240 total load. Creep increase Factor For dead load Is 2.00. Truss must be installed as shown with top chord up. i 2'6" 10,3" 1'4" 5111" a2 =5XG =3X6 =3X4 1113X5 (R) 1112X41114XG (R) =-SX6 W-3X4 N 1 IT 8 8X8 W-3X4 1113X6 (R) 1114XG (R) III N13X10 (R) W-3X4 =8X8 3XS 17' 6" IF i' H 3'6' - R-1985# Wreq-1.500"MIN 10'6" 2X4 (R) i R-1985# Wreq-1.500"MIN Ci E 1`115 . SEO = 119061 PLT. T YP. -WRVE DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-12X(09)/10(0) O T Y= 8 TOT f 8 m REV. 1 7. 0 2. O 1 R. 1 1 1 SML E 9WARNING100 REPO AND FOLLOW ALL NOTES ON THIS DRAW TIC LL lOO. OPSf REFIMPORTANT#• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T IAA ERB, m Trueeee equ're extreme o In fobrloating, handling hlpping, installing and broo' a and Follow the latest edition of SCSI (Bu)Iding Component So'etye I Fornotlon, by TPI and WTC For r ry TC DL 1 OpSF DATE 07-12-2018 pp oot'oea prior to perfornlno ihsee funotl one. Inetcllere hall prov ids tanporory broo' per BCtoo Unleee noted oth.rwl.., top hard shall have properlyi attached truot— 1 :h.othing and tann1 oh Pd C O Sattachedr' 'd callln L000tToas shown for t lateral ee I be , hall have o properly g g' or 810, perm n m r^ r-^^ shall have broolnndq Installed SCSI eeotlone B3, B7 ne r f U S*J , v'. of truce and po.'t,In o. ehowneobove ae oppl'noble. Rppl plot t h oe Q {y B ryy C DL DRWG and on the Joint Details, unless noted oiharuTss. 5 TEIVi eQbReFertodraw'* a iBOR-Z For standard plots position:. 00 BC L S r KJ 2 $ / Q N„ p, ®. T. ITW Bu'Iding o ponente Group Ina. .hall not be Ible for any devlotlon From ihl L 0 ' O n oonfornonon rse n. o pp a/ FnFollurstobo'Id ihs iruea 'n with ANSI/TPI 1, or for handling, pp g,o `. 1 1 C O Sr 1706D0ZELLWOOD. FL 32798 46r aso aF rrwe..e. . h' In n 4 V ` TOT . LD . 1 1 J O/R LEN . R sea on this drawing or oover page listing this droving, Indloote. aooeptonoe of prof• ' piD PH. A97-880- I5S f Sirnerlllg rv.ponalb111 y solely For the design shown. The .ulrabll lry and us. of this dr 11 "@+ oOOov@ -` OUR. FRC . 1 . 00 JOB #' 180373 for any .iruoture Is the respon.iblllty of the BuIlding Designer per RNBI/TPI 1 S.o.2, III (- FAx. 447 as0 A 55a Far nor. InFarnat'an .. this Jab . general noise page and th... web site.: ! Aj , y O S PACING 2 4 . 0 " TYPE S Y 4 2I7WBCC: u w.1t.b.q...m: TPI: u w.tpinet.arg: TCR: w -bo In etry.00n: ICC: u w.loo..F II • ; llt rt11 ' Job: LibUJ/JJ -Worer)ouse for Umego Ileo i c -urly lu LUA Uu114D I I- u l lU1V / THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 4x2 SP Dense Struct. 65 RII plates are 3X5 except as noted. Bot chord 4x2 SP Dense Struct. 65 :132 4x2 SP #2) Webs 4x2 SP #3 See detail STRBRIBRID14 For bracing and bridging recommendations. Deflection meets L/360 live and L/240 total load. Creep Increase Foctor For dead Negative reaction(s) of -227# MAX. (See below) From a non -wind load case load Is 2.00. requires upliFt connection. Truss must be Installed as shown with top chord up. i2'6" 1 2'10"8 10"12 7'8"12 2'5" { 7 3X4 ReA4 =aXb =4Xb M3X4 1112X4 1113X4 (R) m4X6 IT, T I T T 1'8 113X5 (R) 1114X6 (R) 1115XG (R) I113X5 (R) 1113X4 (R) 1115XG (R) 5'2"8 1z 1018"8 15'11" R-624/-227# Wreq-1.500"MIN R-2147# Wreq-1.500"MIN X4 (R) R-1121# Wreq-1.500"MIN V G 5 ' SEC = 1 1 B841 PLT. TYP.-WAVE DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-129(0X)/10(0) OTY= 5 TOTf4;= 5 REV. 17.02.01A. 11153II9LE=0.5414 WARNIN •• READ ANDFOLLOW ALL NOTES ON THIS DRAW IMPORTANT#o FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T IA A ERB, . as T C L L 1 0 0. O P S f REF Trueaee squire ztrene o In robr l oot l ng, hand 11ng hl pn Ing, Instal l Inp and brooi o and 4101 Follou the loteat edltlon of BCSI (Bu11dIng Component SoFeta 7 fornotlon, by TPI and 4T=For f ty TC DL 1 O OPsf DATE D7-12-2D18ppooYloaepriortoperformngothesePunotIone. Inatollera hall provide tenporory brooi par BC I Unleea oted otherulee, top hard shall hove properly ottoohed iruoturol sheathing and ton h oft40111 Moll hove o properly }Yoched Ipld oalling. Locations shown ror parnanent lateral In be shall hove brooirrpp Inetolled per SCSI a otlone B3, 87 r B10, as pplloable. Applyy plot to h oe B C D L 5 O P S c D R WG of irvea and poelilisonaeahounaboveandontheJointDatolls, unless noted otheru7ea. B C L L - 0 O P s rRortdrauinga160R-d for etandord elate ^ooeltlona. so ST WTE Of 2844 N 0. ®, T. ITW Building Ca ponente Group Ina. hall } be p ible for any devlatlon Fran ihl y Follure to build the trues In oonFornonoe ulih ANSI/TPI 1, or For handling, shipping, 1 71ELL1rvOOD. FL 3275$ 6 alni of TM ea n apt@ R `j `a `' 0° TOT. LD . 1 1 5 . 0 sP O/R LEN . 151100ReeeonthisdIeuloroovsrpeg' 1 uting thisshown. Thg, Indleeta eoo'ptono' of %oli o PH. 407- 880- 45511 'ngln"ring r'sponslbl l l y sponsI For th' dthlgn , IdiDesigner per l N and uu of 2. dror' , _( 00 ` DUR . FRC . 1 . 00 JOB # : 180373 For any siruotur' Is the r"pornibllliy of }M Buildingg D'slgn'r p'r AN I/TPI 1 8'0.2. F (j- FAx..407- 880-4552 For Wore Inrarnotlon e e this Job a 1(TCRol not— ot co ^weird these b oll..:'a i S/ ]e ` SPACING 24.0" sY42 ITWBCG: uu.Itubog.00n: TPI: u u.tpinat.org: y.aon: ._ I Ylil - `. TYP E ofill:sA.. stailli ass Job:L18U:J/JJ -Wcrehouse for Ume o Medic -UHV1U LUX UUN51KU Top chord 4x2 SP Dense Struct. 65 Bo chord 4x2 SP Dense Struct. 65 :B2 4x2 SP #1: Webs 4x2 SP #3 Truss must be installed as shown with top chord up. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. See detail STRBRIBRIO14 for bracing and bridging recommendations. Deflection meets L/360 live and L/240 total load. Creep Increase Factor For dead load Is 2.00. I . 2'6" I- 2'10"8 + 10"12 + 3'9"4 1'9" 6'7"8 I 1113X4 (R) 2X4 R =3X4 112X4 =4X6 113X4 (R) m3X4 -3X4 -4X6 1112X4 N V T Z 1 IFIV 2X4( 1 8 114X6 (R) 1113X4 (R) 5'2"8 1114X6 (R) 1113X4 (R) 1114XG (R) 10'8"8 R-921# Wreq-1.500"MIN R-1342# Wreq-1.500"MIN fl.[llliY E. E PLT. TYP.-WRVS DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-12X(OX)/10(0) OTY= 1 TOTf*`i= 1 rr rrWNN E N FOLLOW ALL NOTES N H W IMPORTANT#* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T I ERS, Trueaea egwlrs xire.e o In f b looting hondling hl ping, Inetalllnp nd brool fy77er and follow the latest edlTlon of SCSI (S Ilding Comp Went SoFery g F.... tlon, by TPI and WTC Yj.F r y pp atloee pr for to performing These f otlone. Inetollere sholl provide ta.pororn brooiy per SICt " Unleea noted otherul ea, top chord eholl hove properly otToohad iruoturol aheothl g ondaTon ho@fehullhoveopropertyttoah:d rlGld ceiling. L.o.tT one houn for pernonent loterol a In @@®boehollhavebraolnpInetolledper6CSIeeotlone83, B7 or 810, os pplloohle. Apply plot Td'ih oe of truss and q ion a houn above and n the Joint D. le, unless noted otherwise. RaFer to drouinge 160R-2 For et',lord Ind an naosl ll one. r y 2844 W O, Q, T. ITW Swllding Corponant Group Inc. hell T ba p able For ony devlotlon Fro. 1hl oJfjA# . n follure to h. ld ihs trroee In oonfor.onoe urth ANSI/TPI 1, or For hondling, shipping, It jJ c ZELLWOOD. FL 32798 sing of Tr...... k- bRseconthisdrouinggerseverpagelistingthisdre-ing, Indicates caaeptanee of profs a PF1. 407-880-4551 '.1nowing reapansibi l ity solely For the design ahoun. The au l tabI l Ityy end vas of thl dra _[ for ony structure I the ruponelblllty of the Building Oeslgner per RNBI/TPI 1 8eo.2, f! V- j(„ A07'880 -. 552 For more InFor.oTlon e a Thle Sob gg rol nofee pogo and These web wt..:f/ ITWBCG: uw.ltwbog.00.0 TPI: wu. 1pinei.org: VTCR: wu.sb. nductry.00.: ICC: wuw.loosof-4,11P- R-1377# Wreq-1.271"MIN SEC) = 119032 r REV. 17.02.01A.111SERLE r3T 0.5414 am 1rEOF e 8t,0, .' eo oow t NAL` TIC LL 100 . Opsf REF TC DL 10.Opsf BC DL 5 - OpsF BC LL 0.Opsf TOT.LD. 115.0 sf DATE 07-12-20ii3 DRWG 0/R LEN. 151100 DUR . FRC . 1.00 JOB # : 180373 SPACING 24.0" TYPE SY42 fill e 1{'1, Job: (1bU3/3J -Warehouse for Ulnego Medic -UHVlU LUX LUNSINUL l lUN / THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 4x2 SP Dense Struct. 65 RII plates are 4XSCR) except as noted. Bot chord 4x2 SP Dense Struct. 65 Webs 4x2 SP #3 + 2x6 continuous strongbock. See detail STRBRIBR1014 For bracing and bridging recommendations. Deflection meets L/360 live and L/240 total load. Creep increase Factor For dead load Is 2.00. Truss must be installed as shown with top chord up. 2.6. — 6'7"8 m2X4(R) =4X6 =4X6 1112X4 N R-1726# Wreq-1.500"MIN 1117Y4 m4XA 6'7"8 4XR X4 (R) 1110AD R-1726# Wreq-1.500"MIN E PAS/ r y s PLT. TYP.-WAVE DESIGN CRIT-FSC2017RES/TPI-2014 FT/RT-12X(OX)/10(0) OTY= 8 TOTFt= 8 SEO = 118741 REV. 17.02.01R. 11ISEaRLE=0.5650 WARN N i* READ R FOLLOW ALL NOT S N HI W iNIMPORTANTse FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T II(M ERB. T C L L 100 . O p S f R E F D R T E 07 -1 2 -20 18 Trusses require extreme o in fobrloating, handling hl ping, lnetolling and braol a and Follow the latest edition of BCSI (Building Component Sobery gnF.rnotion, by 7PI and IT Far @( y otiose to these functions. Installers shall temporary brool BC50. T C DL 1 O 0 s fP F, 1' pprr prior performing provide par lMlees noted otherwise, top chard :hall have proper)J attoahed truoturol eheoihing and t shall hove o properly attached rlpldaslling. Loaotians shown For permonent lateral e in be am B [' DL 5 0 sf D R W G U'5 I ... x.,. ,.. o lrl Instal lad per SCSI a atione B3, 87 r 810, ae applicable. Rppl plot to h oshallhavebr'a' of truss and poet ion o shown above and n the Joint 0etal le, unless noted otherw ae. ST use; 0teOf P N, O. B. T. Refer to drawing 160R-Z For standard plots pooaltlons. ' ITW Building Co po nta Group ino. shall t be Ibl, for any deviation From thle yo n ne reepone O 0[IsrBCLLI- 2844 FL32798 failure to build the trues in aonFormanos with ANSI/TPI 1, orFor handling, shipping, Fny a1n4 aF true.... n L TOT.LD. 115 0 sf O/R LEN. 1503001ICLLWooD. PH. 407•$$O-1551 R eeo on this droulrig or cover page listing this drawing, Indicates ace, :nos eF profs Ipnu 0 engineering responslblllfy solely For the design shown. The eultabllityy and uo of this drawl-/r6. -( t 0000 DUR.ARC. 1 . 00 JOB #: 180373 FAX.. A 7' St3G QS52 For any structure Is the responslblllty of the Building Designer per RNBI/TPI 1 Beo.2, (j- For more Informofi on ... this fob Ern.rol notes peg and these wb eltae: u.tpinet.ary: p,,. - SPACING 24.0" SY42ITWBCG: u u.Itwbog.00m: TPI: u R: w .abolndntry.00m: IM u w.looaa .y TYPE JOb; libUJ/,3J Wcrenouse for Ume o Fled i c -UHViLl LUX LUNb I KUL I lulu / THIS DWG. F'REF°HRED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 4x2 SP Dense Struct. 65 RII plates are 2X4 except as noted. Bot chord 4x2 SP #2 Webs 4x2 SP #3 See detail STRBRIBRIO14 For bracing and bridging recommendations. Truss must be Installed as shown with top chord up. DeFlection meets L/360 live and L/240 total load. Creep Increase Factor For dead load Is 2.00. F--1 ' 3' —y{ 514-8 i9-12 -1- 5'4"8 1 1'3"- } 117"8--{ 14'5"4 R-1182# Wreq-1.500"MIN R-1589# Wreq-1.500"MIN R-551# t%%IIIIIIIfill E. D,4 r* z0" E Sc``sb '°.r SFn = I I RR91 PLT. TYP.-WAVE DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-12X(OX)/10(0) OTY= 2 TOTf$r= 2 ® REV. 17.02.01R. I I ISf29LE=O.5968 WARN N ** READ N FOLLOW ALL NOTE'N H W IMPORTANT** FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING T I ERS, TIC ILL 100.OpsF' REF DATE 07-12-2D18f*' ` Trueeea egwlre xtrene o In robrloating, hondling ehlypping, Inotolllnp and brool o andcm Follow the latest edition of BCSI (Building Component So sty I forsation, by TPI and WT'=far y to theee funatlane. Installers temporary BC TC DL 10. O Si pr otiose prior performing shall provide brool par Unless noted oiherviee, top chord aholl have properlyy aitoohed iruoturol eheothing and tom oh eholl hove properly attached rigid osiling. L000tlone shown for permanent loterol _ 'n be am r C O SBCDLJp D R WG T. 5 Kj „I i1i (", shall hove broo i+q Inetolled pen CSI a atlone 83, B7 n 810, ae opplioable. Apply pelai tdh os of trues and posl tlon oe hown above and on the Joint Detalle, unless noted otherw7e . STReFertodrawing. 160FI-Z far standard tl one.0 yam' eA1ATEVi- BC ILL O S F 2 8 4 4 N, O, 8i T. elate ^noelITWBuildingConponiGroupIna. hall t be p Ible for any devlati on from ihI 0/R LEN. 140504ZELLWOOD. FL,327948 r y Failure to build ihs irwee In oonrormanoe ulih ANSI/TPI 1, or for hondling, ehlpping, 6raoing or trwesss. ' n e ( R ew an this drawing or sever pegs Hating this drouing, Ind ioofis seospienas of proh.iyne p'' f, p TOT.LD. 115.0 sP DUR . FRC . 1 . OO JOB #' 180373PH. 407-580. 4551 an reepanslblll y sally for the design shown. The .wlroblllryy and ues er thls dre Pop any struatwra le the responeibility or theBuilding Designer par RNBI M 1 Beo.Z. I 0080 ®° 0. ` SPACING 24. 0" SY42F=kx., 407.880-4552 For .are InFornotian e e this Job g ral Hares par and thee. web .Ir V I NAITWBCG: w w.itwbog.00m: TPI: w w.tp lnst.org: YTCR: w .a bolnduatry.00m: ICC: w w.loosoF.. 0 TYPE Job: LIUUJ/JJ -Warehouse for Umeoa Medic -L Top chord 4x2 SP Dense Struct. 65 Bot chord 4x2 SP Dense Struct. 65 Webs 4x2 SP 43 Truss must be installed as shown with top chord up. i 2'6' N UL;IlU N / THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2x6 continuous strongbock. See detail STRBRIBRIO14 For bracing and bridging recommendations. DeFlection meets L/360 live and L/240 total load. Creep increase Factor For dead food is 2.00. 6'7"8 25'4"8 R- 1562# Wreq-1.500"MIN 4 ( R) X4 R- 1582# Wreq-1.500"MIN E. 40 ei yip s SEO = 118721 PLT. TYP.-WAVE DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-12zmx)/I0(0) OTY= 6 TOTf %;= 6 ece REV. 17.02.01A. 111Sf21LE=0.6155 YW N N ** READ AND FOLLOW ALL NOTES ON THIS DRAW TC LL 100.OPsf REF 41IMPORTANT0+ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T IAMm ERB, y<s Trueaes squire xirama a In fobrlooting, handling hippping, Instolling nd braol a and40 Follow the loteet edltlon of BCSI Cew Iding Component So'ety 1 Formotlon, by TPI and WTC for y pp aotlmea prior to performing trees funotlone. Inetollere ehol provide temporary bra per BC TD DL 100Psf DATE 07-12-2016 Unlaee oted otherulee, top ohord shall hove properl ottoahed etruoturol eheothln9 and tom oh nyyreel ba shallhoveoproperlyottoehedrigidoelling. L000tions shown for permanent lateral Qb B C D L S O P S D R W G shallhovebroolnqInetolledperBCSIaotloneB3, B7 or 810, oe appllooble. Apply plot 1 h oe 0 oftrussandposlfionoeshownaboveandntheJalnIDetolle, unless noted otherwise. - O . O S ^ Raretdrwings160R-Z For .tondord plot. position.. - yq S .Of B C L L r 2844 N. o, , T. n4ITM Building Campo me Group Ina. roll t be F ibis For any deviation From 1hledJf' 5 Foilura 1 build the trues In oonformonoa with ANSI/TPI 1, or For handling, ehlpping,'R t / zmw000. FL 32798 oing aF truss n i , 0 TOT. LD . 115. 0 s f O/R LEN . 14 A sea on this droulrg or mover page II.tl mg this drool mg, Indloat.. ooeeptonoe oP profs 'y rH. dCa7 880 4SSt engiMering responslbl II y solely far the design shown. The.ultabl l lty and use of thu dra _h ii®00 lid , DUR.FRC. 1.00 JOB #' 180373 ForanystructureIstheroponslbllliyoftheBuildingDesignerperRNI/TPI 1 Bsa.2. (- 0.`R_ FATS, 1Q7 #3t30 AS52 For more IMormarlon see this job gge ral notes page and theme web sit . j / q ITWBCG: w w.Itwbog.00m: TPI: w u.tpin.t.org: YTCR: u ..boindu.trV.00m; ICC: w w.lao.e.6 •. N `' 5 ` SPACING 214 . 0 " TYPE S Y 4 2 I It Job: Lib1J J/,JJ -warenOUSe for Omega I"led i c -UHV IU L.UA UUIVb I KUI. I lUIV / Top chord 4x2 SP Dense Struct. 65 Bot chord 4x2 SP SS Webs 4x2 SP #3 Truss must be installed as shown with top chord up. R-1458# Wreq-1.500"MIN i~-2'B" IHlb UWG. HHth'HI'(tU BY IHE HLPINE JOB DESIGNER PROGHHM 1-HUM IRUbb MFH'b LHYUUI 2x6 continuous strongback. See detail STRBRIBRIO14 for bracing and bridging recommendations. DeFlection meets L/360 live and L/240 total load. Creep increase Factor for dead load is 2.00. 6'7"8 _i_ 11"i 5'4"B I E. R) 4 R-1458# Wreq-1.500"MIN SED = 118686 PLT. TYP. -WRVS DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-12X(0X)/10(0) O T Y= 12 T 07ZL = 1 REV. 1 7. 0 2. O 1 R. 1 1 =9L E = 0. 6 6 7 1 WMRNINGI#o READ AND FOLLOW ALL NOTES ON THISW TIC LL 100.OPSf REFvIMPORTANTv# FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T I ERS, m'a Trueee- roWire extreme oare in fobrlooting, handling hipping, In -toll Ing nd brool 'N` o and - FolIoa the Iotest edItloh of SCSI (Build,ng Component So'etye I Formation, by TPI and WTC For f ty ,x*y?)e. - TIC DL 10. Opsf DATE 07-12-2018 pp ootioes prior to performingo these funotlone. Inetollera holl provide temporory brool per BC //'"'t Unleee noted otherulee, top or aholl hove properlyy attached et—turol aheothing and pW$y ton oh ii t4 holI hov properly ttooh.d rigid oelling. L000tions houn for pernonent lateral .tjp j w(1 be - vb B C DL 5 O P s fD R W GhollhovebrPIngmetalledperSCSIaotlone83, 87 r B10, os opplloabla. Apply plot i h oa ` .,e.44. t. F iruto and oeI Ion o houn above and on the Joint Detal le, unlaea noted otheru e a 'te BC LL (S ReFer to drouinga 160R-Z For eTondord elate neoeltlone. ii 2844 N. © . T. Cf ITM BuIlding Congo nt Group Imo. hall t ba p ible Far any devloTlon Fron thl Foil rs t build the trues In conformance urth ANSI/TPI 1, or for hondling, ahlpping, x iLwoon, L 32798 nor aing of trues "' n R`(' , ' TOT . LD. 1 15 - 0 sf O/A LEN. 121100 R sec on this drouingg or Go~ page listing this drouing, Indicate- aeesptanoe of prole no Pp PH. 407-880-+3SST, MgIMMIItg responslblllfy solely for the design shovn. The suitobilltW and use of this dr ' .1 Goe0 si `` OUR.FRC. 1.00 .JOB #: IB0373 for and strvotvre a the rupon-Iblllty of the BuIlding Designer per RNB I/TPI 1 gso.2. j- Q`X_ F'Ax., 407- 680-4552 For or InformoTlon e e this ob g rot notes g and These wb sit eIITVBCG: u a.Itubog.00n: TPI: u v.ipin-t cry: WTCR u .obo n duetry.00n: ICc: W .IaaaaF dylj I" .. - tS P R C I N G 2 4. 0" TYPE S Y 4 2 Job: I,itfUd/dJ -Warehouse f'or Ome a 'Medic -DRVID COX CONSTRUCTION / Top chord 4x2 SP Dense Struct. 65 Bop chord 4x2 SP #2 Webs 4x2 SP #3 Truss must be installed as shown with top chord up. r 1 4'2"12 IIIGYn MI 1'9"12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUT i 2x6 continuous strongback. See detoil STRBRIBRIO14 For bracing and bridging recommendations. Deflection meets L/360 live and L/240 totoI load. Creep increase Factor for deadloudIs2.00. ii 2'6" 6'4"8 III 1"S 1113X4 =6X6 1114X6 (R) 1113X5 (R) 1114X6 CR) 1115X6 (R) F 12'5" 5" 12' R-1411# Wreq-1.500"MIN R-1415# Wreq-1.500"MIN tp` E D„q jri 414k%* v\ GEN& '° SEO = 118755PLT. TYP.-WAVE DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-12X(OX)/10(0) OTY= 28 T07ZIL= REV. 17.02.01R. 11 ISL229LE=0.6940 WR N ** R AND FOLL W ALL NOTES N THIS RW IMPORTANT** FURNISH THIS ORAWINO TO ALL CONTRACTORS INCLUDING T I ER8. . Silo T C L L 1 0 0. O P S f R E FTrussessquirexiremecoreInCobrlcotlng, handIIng hl pppI ng, Instal l Inq and brooI o and Follow ihs loteet edition of SCSI [Building Component Sgty 1 Carnation, by TPI and WTC For Qt y ('' DATE 07-12-2018pr.atloea prior to performing these Funotlone. Installers shall provide temporary brool per BCS@. T C D L 1 O O P S i Unleee noted otherwise, top ohord shall have properly attached str—tur.1 . 4013 heothing and ton oh shall hove properly attached Ipld calling. Locations shown For permanent lateral ee In \6.,,,,."*:. shol I hove bracinngq inetolled per SCSI eeoti ane 63, B7 or B10, oe oppl Icoble. Applyy plott/ BC DL 5 OPS[F'' DRWG F truce and position ae hown above and n the Joint Detal le, unless noted otherwise. ar ` BC LL 0. OPsrR.Fs to drouln'. 160R-Z for standard elate poeltlone. see jjj,JJ; 2844 N. ©, B. T. ITW 1, Iding Conponente Group 'no. Noll t be p ibis for any deviation From 1h1 fall re to build the iruee In oonfbrmonoa With ANSI/TPI 1, or for handling, eh'pping, Q_ F , ``$ T 0 T . L D . 1 1 5 O S1@iLHldOb. FL 3279$ singg of trues... i7 0/R LEN. 120500AewlonthisdrouingoroovsrpageIlstlr>0 this droring, Indicates eeosptanos of proCs oT 0.. , r». 407 sea assr OngImewIM9 responoIbI I I W eolelW for the design shown. The eultobl l Ity and u.. of 14 droJlynj "O ®p 00 ` DUR . FRC . 1 . OO )B # : 180373ParanystructureIsthereopenslbliltWoftheBuildingDesignerperANSI/TPI 1 BGo.2. Fj f• sFAX, 407- 680- 4552 For nor. Information see this Job gg ral note. pegg and these b elte.l ~ TYPEITWBCG: w u.ltwbog.00m: TPI: w u.tpinst.arg: YTCR: w-bolndustrd.00n; ICC: w w.loo.ar..d NA%- SPACING 2 4 . 0 " S Y 4 2 Job: L1UU;d/.dJ Wcrelrouse for Ume o Medic -UHV1U L,UX LUNS I NUL, I lUN / THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 4x2 SP Dense Struct. 65 :T2 4x2 SP #2: RII plates are 3X4 except as noted. Bot chord 4x2 SP #2 Webs 4x2 SP #3 See detail STRBRIBRIO14 For bracing and bridging recommendations. Truss must be Installed as shown with top chord up. Deflection meets L/360 live and L/240 total load. Creep increase Factor For dead load is 2.00. 6.4"8 11'9" R-223# Wreq-1.500"MIN R-471# Wreq-1.500"MIN f 2' 6" { R) N 1112 X 4 R-218pir Wreq-9'1" tip 1#Iltl j z`_ SEO = 118963 PLT. TYP.-WRVE DESIGN CRIT-FBC2017RES/TPI-2014FT/RT-12X(OX)/10(0) OTY= 1 TOTf;'= 1 ,v. REV. 17.02.01R.11ISLBLE=0.7333 WRRNINGI#o READ AND FOLLOW ALL NOTES ON H W TC LL lOO. Op REFIMPORTANT*• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T I A ERS. Trusses squire x}reme o In fob looting handl ing hl ping InetolI lnp nd brool F;er and T C D L O O p S rFollowthelatesteditionofSCSI (Building Component Sakery gnfornatlon, by TPI and WTC for oFQf°y .. DATE 07-12-2018ppatloeepriortoperformingthesefunotlons. Ino allere shall provide temporary braol per BC Un lase noted atharvlee, top chord shall hove properlyy ottoohed structural sheathing and tom oh Cs 5 . O Shallhaveproperlyoiledp Igld calling. L000tTona Noun for permanent lateral real bee em B C D L p D R WGshallhavebroolnnAAInstalledperSCSIeeotloneB3, B7 r BID, oe opplloobla. Applyy plat t h Aiiioo /`' d position as shown above and n the Joint Oetalla, unless noted otheruTee. o„, p y T, S,!(- B C L L P r Refer to drawing. 160R-Z for standard elate ^aoeltlone. de 'Jil'[ y o O O S r 2844 N. O. K T. ITN Buliding Co ponento Group Imo. hall t be p bis for any deviation from ihl y Failure 1 build the iruee In oonformance with ANSI/TPI 1, or for handling, ehlpp,ng, R O / R L E N . 110900YLTLLwoori. FL 327948 nbraoing of atrwee... " ;a % 4 R `+(y" ` TOT. LD . 1 1 S . 0 S F A -eo on this drawingg or cover polls hating this drawing, Indicates acceptance of pref, ynaNap Pti. 407-890-.455T engineering responslbllity solely for the design shown. The ewltablllty and wee of this draJIM6` _( i9p®0 `, OUR. FRC. 1 . OO .JDB # : 180373forany -irwotwre a the re-pon-lblllty of the Bwlldl ng Designer per ANSI/TPI 1 Sec. 2, _7 j-A,• FAX.. 407 - 880 - 41552 For more Information e e this Job g ral mates ge and these web eIt..:v ITWBCG: u u.itubog.00m: TPI: u w.tpinat.ory: W7CR: u .sbo n duotry.00m: ICC u w.laaaofa.'y§ j Nj k. SPACING 214. 0 ITYPE S Y 4 2 Job; llbUd/dJ-Warenouse for U(+)eCgo 1-Ieo i c -um iu LUn uuiyb I ui,, 1 iuiN / Top chord 4x2 SP Dense Struct. 65 Bot chord 4x2 SP Dense Struct. 65 Webs 4x2 SP #3 Truss must be installed as shown with top chord up. N 113 V Hlb UWU. YKtYNKtU by IHt HLY1Nt JUb UL51bNtH YHUb HHM 1-HUM IHUbb MFK S LHYUUI See detail STRBRIBRIO14 For bracing and bridging recommendations. DeFIectian meets L/360 live and L/240 totoI load. Creep increase Factor For dead load is 2.00. f 2'6"=i 2'6"8 + 1'9" 6'7"8 4XR, -4X6 =_3X4 =3X4 =4XR 11I2X4 m2X4 111EIITV l 9 1114X6 (R) 1113X5 1113X5 1113X5 (R) ll14XG (R) =5X 10'11" Wrea-1.500"MIN -12271256# t Wreg-1.271"MIN E. CENSF w sEo = 118991 PLT. TYP. -WAVE DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-12X(0X)/10(0) O T Y= 13 T O AIL = ace REV. 1 7. 0 2. 0 1 R. 1 1 =9L E = 0. 7 8 9 3 WR NIN *4 READ AND FOLLOW ALL NOTES ON THIS DRAW TC LL IOO. OPSF REFIMPORTANT#* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T IA ; ERS, eTrueeeeegwirextremsoInFabrlo.ting, hand Ing hl pppI ng, Instol lingg and brool o and follow the latest edition of SCSI IBuIIding Component Sai'etys I formation, by 7PI and YTC For y TC DL 10 - Of1sf DATE o7-12-2g18ppotloaepriortopeF—Ing these Funotlons. Instollere hell provide temporary broal per BC f Unleea oted otherwise, top ohord sholl have properlyy ottoohed truotural aheothing and ionn} oh C r K;,,, shall hove properly ttached igId oalling. LocotTone houn for permanent lateral a I be elm B C D L 5 0 P S r D R WGshallhavebrooinnqqInstalledperSCSIeaotioneB3, 87 r 810, o. opplloabls. Rppl44 plot 1 oa440 j, D .mil '4 (;' of trues and poe17lon a hour above and on the Jo l nt OntoI le, unless no otherwise. I QQQ O O sRefertodrowinge160R-Z For standord elate positions. `.. B C L L 2844 ry'., Q, d, "'. IT Bullding Co ponente Group Ina. hall T be P Ible For any deviation from these' o' n f.Ilur. 1 b. Id the truce in oonFormonoe with ANSI/TPI 1, or For hondling, shipping, IP'f z LLwoon. FL 32798 sing aF +ruse do% R,(to.. TOT . LD. 11 S . 0 sF 0/R LEN. 101100 R .es on this drawing or aov.r page luting this drawing, Indicate. 000.ptana. of p..F. o - RPH. A A7 - 880 - 455 1 .ne,neering responsibility solely for -the design shown. The sultabliltyy and use of this dro . V oo 60 ` OUR. F R C . 1.00 J O B # : 180373Par, any truotur. is the responsibi l lty of the Building Designer per RNBI/TPI 1 Bso.2. V_ f'Ax, 407 880 • 4552 For more Informotion e e thin Job a gge ral notes page and these b alto.;rITWBCG: u u.ltwbog.00n: TPI: u v.tpinst.org: WTCR: u .sbolndustry.00m: ICC: u w.I....6 NA%,.- S PA C I N G 2 4. 0" TYPE S Y 4 2 IriliaIritl r Job; L1bUd/,3J-Worenouse for Ume o Fled i c -UNV1U LUR L Ulvb l t(UL, 11UIv / Top chord 4x2 SP Dense Struct. 65 Bot chord 4x2 SP Dense Struct. 65 Webs 4x2 SP #3 Truss must be installed as shown with top chord up. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT See detail STRBRIBRIO14 for bracing and bridging recommendations. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase Factor for dead load Is 2.00. 2.6" 2'6"8 1'S" + 6'7"8 LiX6 =-4X6 =-3X4 =3X4 -4XR II2X4 N VA 2X4 1 0 113X5 1114X6 (R) 1113X5 II13X5 1113X5 (R) 1114XG (R) =5X 10'll" R-1227# Wreq-1.271"MIN 0%1111111111 NNO Q` E b Qi L C cc , SE = 119028 PLT. TYP. -WAVE DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-12X(OX)/10(0) O T Y= 2 T O T Q$ = 2 1, REV. 1 7. 0 2. O 1 A. 1 1 1 S121L E = 0. 7 8 9 3 WRRNI •* READ N LL W ALL NOTES ON H W I.t! PORTANTe• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T I ERS, GOP TC LL lOO.OPsf REF DATE 07 - 1 2 -20 1 8e, Trueaee equlra xireme o In fobrl octing, hondling hippping, Inetolling nd brool fBgar and Follow the loteei edition of BCSI (Building Component So'etye I formotion, by TPI and WTC For FOfyloomtothesefunatlona. Inatollera hull temporory brocl BC T C O L 10 O p j ( root prior provide perpert'-1,noUnleeenotedotheruiae, top hard eholI hove properlyy ottoohed atnuoturol ehaothing c d tom oh eholl hove properly ttcohed Ipld oe,Itl g, L000lTona houn For perms nt loterol nea lnl,/1{'. ba Olga idBC DL I- C O S JpD R W G holl hove broolnA inerolled per BCSI aeotlone 83, B7 r 810, oe opplloohle. Apply plotBYSt h o• of trues d poe l t l on oe .houn obove and n the JOI nt Data l l e, un l sea noted otheruTea. yy 2844 N. ©. T. Refer to drovingm 160R-2 for et.nd-d elofe moo itlon:. aw ITW Building Component Grcup Imo. hall t be able For any day lotion From ihl B C L L O . O S r l4. F n follur• to build the trues In oonformonoa with ANSI/TPI 1, or for hondling, shipping, zELLw000. FL 32798 ci^ of rr.. r , }R Re•e en ihie droulng or cover pog• IIat l na thIa drou l ng, Inds oo too 000epicne• er prer•nyp!+o 1Q TOT. LD . 1 1 S . O S P O/R LEN . 101100 DUR. FAC. 1 .00 JOB #: 180373for rm. 407-eao a55 e^BI^•ering rveponelbulty olely for rh• d•.Ign .houn. Th• eulteblllty end fMB'p00 ony etrvor re I• the ruponalblllty or the Building Bolgrnr per RNBI/TPI 1 aec.2. _7FAJC.4Q7- I S P A C I N G 2 4. 0" S Y 4 2 eea-4552 For more Inrormotion e e thle Job ..I note. pogo and these b epee: tpin.t.er9: ITWBCG: u ,.Itwbog.00m; TPI: u WTCR: u .eboinduotry.00m: ICC: u .leeaare.p A',,: T Y P E 111 Job: LIUUJ/UJ -Warehouse For Umego fled i c -UriV I (Ux I,UINS I NUU I IUN / Top chord 4x2 SP Dense Struct. 65 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Truss must be Installed as shown with top chord up. 2'6 =j THIS DWG. PREPHRED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT See detail STRBRIBRIO14 For brocing and bridging recommendations. Deflection meets L/360 live and L/240 totoI load. Creep increose Factor For dead load is 2.00. 6'7"B -i- 119" 'i 2'6"8 --i 4XG =3X4 =3X4 1112X4 1113X4(R) Ti MV11T 8 1115XG (R) 1113X5 (R) 113X4 (R) 1113X5 1115XG (R) 10,11" Wrea-1.500"MIN -12271256# X4 (R) 1113X5 t WreA-1.500"MIN 1t4ftlIfiii, E DA SEC = 118951 PLT. TYP.-WRVE DESIGN CRIT-FBC2017RES/TPI-2014FT/RT-12X(OX)/10(0) OTY= 3 TOT14L4= 3 ass REV. 17.02.01R.IIISL21LE=0.7893 WRRNIN0144 READ AND LLALL NOTES ON THIS DRAW IMPORTANT#v FURNISH THIB DRAWING TO ALL CONTRACTORS INCLUDING T IA A ERS. ® T C L L 1 0 0. O p S fR E F r .a Trueeea .quire xirens a In Fobrloating, hondling shlyppi.g, Install lnp nd brool o and follow the latest edition of SCSI (Bullding Component So'ety Inrornatlon, by TPI and VTC for af01y ,J,, T C D L 1 0 0 S f v, prmiloee prior to perForming these runotlone. InettISere shall provlds temporary brool per BC }4( OPSF' 07-12-2018 KU Isle no oihsrules, top ohord .hall hove properlyy otToahad siruatural aheathing and tomoh 0 hall hove o properly attoahed rigid ceiling. Looat)ane hown For permanent lateral ea Inj„gF', be Co B C D L 5.0 P S r D R W G shall hovebroolnpInstalledperBCSIaotlana83, B7 r B10, ae ppllooble. Apply plat td'h- T R US S .1 N C. F trues d poel T ion as shown above and on the Joint Details, unlaee noted otharwTee. /ST O . O S r Refer todrawings160FI-Z For etondord elate nooeltlone. y ` BC L L r 28 44 N.. Q, ®, T. IT4 Bullding Conpo nT Graup Imo. hall t b PP Ibla for any da Iatlon iron 1hlaJrJ1 Fall rs 1 build 11. trues In aonFarnanoe with PNSI/TPI 1, or For hondling, shipping, 1F j F T OT . L D . 1 1 5 O S f' 101100 0 xELLwoon. FL 327g8 ^fir a. of this ! " ( R 1 e`er 0/ R LEN . R aao on this drool or oover page listing this drawing, Indicates 000apfonoa of prePe s//e!yygo /Ppq P}i. AO7 $ 1A• d55T engineering raeponelbl l l y ao n*l for the design Moun. The wltebl l Sty and use of this drovyR;. ( 60 DUR . FRC . 1 . 00 JOB # ' 180373 For anystructureIstheroponelbllStyortheBulldingDesignerparANSI/TPI 1 Seo.2, II' j- A`b Fx. 407 St3p assz Far mare IrFarmation ... this Job Er. ral net.. pag and thee. web sit I ` ` SPACING 24.0" SY42 ITVBCG: u ,.It,bog.00,. TPI: u u.tpinst.org: CR: u .sbolnduetry.00m: ICC: v w.Iooeafe. N TYP E ob 1 L1t1Ud/dJ -worenouse for Umego I-1e0 i c -1-111V I Lux LUIVb I I-(UL, I lU1N / Top chord 4x2 SP Dense Struct. 65 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Truss must be installed as shown with top chord up r- 2.6..E IH15 UWG. PREF'HREU BY THE HLPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT See detail STRBRIBRIO14 For bracing and bridging recommendations. J) Hanger Support Required, bg others DeFlectlon meets L/360 live and L/240 total load. Creep Increase Factor For dead) load Is 2.00. 6'7"8 i 1191, i 2'6"8 4X6 =3X4 33X4 1112X4 1113X4 (R) =4X6 N v71 6 113Xb IIISX6 (H) R-1256# H - H1 PLT. TYP.-WAVE DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-12X(0X)/1D(0) X4 (R) 1113X5 (R) 1113X4 (R) 113X5 IIISX6 (R) 1113X5 10'11" 1227# WreA-1.500"MIN 4 11tf0/d Ee DA OTY= 6 TOT6 ® REV. 17.02.01A.11133I29LE 19047 7893 W N N •. READ AND FOLLOW LL -N-O-Tfl ON H W IMPORTANT# v FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T IAA ERS, ap TC LL 100. OpSf REF DATE 07-12-2018 Trusaee squire extreme a In fabrloating, handling hlaPping, Instal l ing and brool o and Pallow the latest edition of SCSI (BuIWin Con t BoFet Information, b TPI and WTCgyy for. to Fornin these FunotIono. pInetollere eholl - BC y TC DL 1 OPsr atloea for avid- ten orar brool pprrpriorpargprpyper UnI... noted otherwise, top ohord shall hove properly ottoohed struotural sheathing and ton h hall hove properly ottoohed rlgld oelling. L" t one houn For permanent lateral a In 6e Gge C3C 0 S BCDLJPD R WG eholl hove bra.IInA Installed per CSI a otlana B3, B7 r B10, os ,pplln—b's. Applyy plot to h oe oy of trues andposition oe shown above and on the Joint Details, unl e.. noted otheru)ee. Ref 1 dr uingao^6on-2 For standard erooBC L L P s f 2844N. O. 9. T. splote ^.osltlone. CCITNBuildingponenteGroupIna. Noll t be p Ible For any ds lotion from ihI 66 U//e///l O/ A LEN . 101100 ZELLWOOD. FL 32798 Failure to hulld the trues in oonformance with ANSI/TPI 1, or for handlln ahl In ng Ing of t....... g' PP g' '+tea . Fi( A seal on this dro.ing or cov.r page luting this dreulmg, Indicate@ eooeptonoe of par* o n fFw Q' " R' k0 9 TOT . LD . 11 5 . 0 S F OUR. F A C . 1 . 0 0 JOB # : 180373 PI . 4 07 - 8a O. 455 en9inewing reeponelblII W solely for the design shown. The sultublIItyy and u.. of this dra for ony -trwoture Is the respon-11,111 y of the Building Designer per RNLI/TPI 1 geo.Z. S/ 00 00 ,` SPACING 2 4 0 " S Y 4 2 FAX. 407 - 860 - 4 552 For more InFormotion ... this Job Ern..I note. page6 andthee. .. site. N 1,.... """ - - 1TITWBCG: u w.1t,bag.00,: TPI: w w.tpin.t.org: CA: u u.eboindustry.oan: ICC: u a.laa.afe.c TYPE Job: 1,1bUJ/3J -Worehouse for Urlego fleck -U"VlU UUx Top chord 4x2 SP Dense Struct. 65 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Truss must be installed as shown with top chord up. 2' 6" { THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT See detail STRBRIBRIO14 For bracing and bridging recommendations. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 6.7"6 i1.91• y{ 2'6"R 4X6 =3X4 =3X4 1112X4 1113X4 (R) =4XR mviFff 1 e 1115XG (R) 113X5 (R) - 1113X4 (R) 1113XS 1115X6 (R) 10'11" Wrea-1.500"MIN12S6# PLT. TYP. -WRVE DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-12X(OX)/10(0) OTY= 1 TOTFiZ= WR N NG ** READ AND FOLLOW-ALL-NOTESN THIS DRAW IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T I r'Y ';,,._ Trueeh: squire xtre,a o in f,brlooting, handling hippping, Inatolling and broolFollowthelatestadltlonofSCSICBulldingComponentSoI'*tye InPormatlon, by TPI and WTC F., pp atlas, prior to performing these funotlona. Inetollare hall provide temporary brool per Unleae pied otherw ae, top ,hard eh,ll hove properly otteohed truotural aheothing and- ton an, ll hove properly .t1..h.d I Id oelling. Locationshown For permanent lot al re. In shall hove brooing Inatolled per SCSI a ,.lone B3, B7 or 810, oe oppl ioable. Rpply plot t q..' tj,It;, of true, and poeif Ion oe ehovn above and n the Jalnt Dstolle, unless noted otheru7ae. Refer to dr,uinge 160R-Z For standard *iota nao61t1 one.00 2844 H:. O. B. T. IN Building Conponente Groap Ina. Noll T bs P lble for any dev l,tlon fro, th1 onyFallvretobclldtheirveeInoonror,onoe with ANSI/TPI 1, or For handling, chipping, 1'F zn.Lw000. FL 32798 6 Ing of true.... R ,wl en thIa draw In or cover page IIat I ma this drawing, Indlcot.s aoe*ptenee of prate PI,;#:. 407- a80-,5 r> engineering responelbility solely for the design shown. The suitabilityy end wee of this dro for ON strvoturs Is the ruponlblllty of the Building Designer per RNBI/TPI 1 0.9.2, FAA, 407 - 884 " 4 552 For ,ore information m e this job g ral note. pa end theme web site ITWBCG: w,.It,bog.00,; TPI: www.tpinat.org: LTCR: w,,..boindumtry. ; ICC: w,w.iooa 4iil .fill, X4 (R) 1113XS Wre9-1.500"MIN SEO = 119052 1 REV. 17.02.01A.11133L29LE=0.7893 dbOe i ERB. o and BC njA%,; ® TC LL 100 . OPsf REF TC DL 10.0Psf BC DL 5.OPsf DRWG BC LL O. OPsf TOT.LD. 115.0 sf' DRTE 07-12-2018 O/A LEN. 101100 DUR . FRC . 1.00 JOB # : 180373 SPACING 24.0" TYPE SY42 sees*.. Job: L1UUd/JJ-Woreriouse for Ume o fled i c -UMV BT.Op chord 4x2 SP Dense Struct. 65 t chord 4x2 SP #2 Webs 4x2 SP #3 russ must be installed as shown with top chord up. 4'4"8 1114XG (R) X L;UNb 1 HlJl- 1 lUN / THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT See detalI STRBRIBRIO14 For bracing and bridging recommendations. DePIectian meets L/360 live and L/240 totoI load. Creep increase Factor For dead load is 2.00. 1113X6 (R) =3X4 f 2'6" 1'11" 4'1"8 1112X4 1113X4 (R] =4X6 1112X4 =5XG m3X4 1113X4(R) =4X6 I 10'5" 8 10'0"6 R-1180# Wreq-1.500"MIN P E'e D'4,Af @7 `C E FiSFN PLT. TYP.-WAVE DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-12X(OX)110(0) OTY= 6 TOTF = 6 WARNINGIoIl, READ ANDLL LL NOTES ON H W sit IMPORTANTes FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING T I($j{R ERB, Truaees agwlre xireme o In fabricating, handling hippping, Inetollln nd brool & A o and Follow the lotset edition of SCSI (Butlding Component Sa 'etys InForwatlon, by PI and WTC for yprotloeepriortoperforminothosefunctions. Installers hall provide temporary brool per BCS1Ulee. noted otheruiee, top hard aholl hove properly attached atruotural sheathing and tom oh hall hove properly ttoohed rlpld ceiling. Loaatrone Noun For permanent loterol ee I be a, shall hove bracinngq Installed per SCSI eeatlone B3, B7 r 810, as applicable. Apply plof t h L 9 S 'l e, of twee d position ae hown above and n the Joint Doolle, unless noted otheruiee. Refer to drawings 160FI-Z For standard elate ^oo9l tl one. o 2 8 4 4 N.. O. ©. T. ITW Building Component Group Imo. hall t be p Ib1e for any devlotlon from thle o n Fallure to build the trues in oonFormanoe with ANSI/TPI 1, or For handling, shipping, l(fjj ZELLWOOD. FL 327948 gr aing of ir...... % R eeo on this &cwingg or cover page listing this droving, Indicates acceptance of profs y . `, PH,. 407_&,B(.. d55 engineer neponslblllty .ally for the design shown. TM sultobll Ity and uu of this drowl lp. _(1, For any structure is the responslbllity of the Building Designer per RNBI/TPI 1 Beo.2. F`, akX, 407 - 800 - 4 552 For nor• InFormailon ... this job g rol notes pa and these web altos; f ITWBCG: w ,.Itwbog.00,: TPI: w w. tpinat.org: YTCR: u .cbolndua try.00m: ICC: w w.loo.oF,.lit X4 ( ) N 1112X4 R- 1185# Wreq-1.500"MIN SED = 118704 a F( O REV. 17.02.O1A.111S 1LE 0.8272 as" TC clis C TE d @>` p' P"\-tNAU TC LL DL BC DL BC LL TOT . LD . 100. OpsF 10. OpsF 5. OpsF O . OpsF 1 1 5.0 sF REF DATE 07-12-2018 DRWG O/ A LEN . 100500 DUR . FRC . 1.00 JOB # : 180373 SPACING 24.0" ITYPE SY42 III I I kilik s Job: 11 tJUU/,JJ -Warehouse for Umego flea 1 c -Ur1 V 1 u L Un L Ulyb l r(UL Top chord 4x2 SP Dense Struct. 65 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Truss must be installed as shown with top chord up. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT See detail STRBRIBR1014 For bracing and bridging recommendations. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor For dead load Is 2.00. r= 2,8. 5 ' 4 -8 9 - —}-- 4X6 =3X4 -3X4 1112X4 1113X4 (R) 4'1"8 4X6 H - HI ti 11l111ti 1 a E. b \ G s PLT. TYP.-WRVE s DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-12X(OX)/10(0) OTY= 2 TOTFit 2 . REV. 17.02.01R.111SE2`11-E SE0 = 118718 0.8407 4# WR N N n READ AND LL W ALL NOT99 ON THI W nIMPORTANTdd FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T III A ERB, T C L L 1 0 0. O P S P REF 07 '1 2 "2018 Trueeee aqulre .trans Dore In fabrlooting, handling hlypping, Inetalllnp nd brooi a and Pollou ihs latest edition of SCSI (Building Conpanant Sal'eiy InFornotion, by TPI and YTC$Por y otloee to these funotlone. Inatollere .hall tenparory brawl BCg@. T C D L 10O P S f DATE pprr priorperforsingaprovideperUnlessoted ath-1—, top hard .hall hove properlyy ottoohed iruoturol sheathing and ton oh s shall hoveproperlyottoohedrlpldcalling. L000tTone h— For pernonent loteroi re, I516 b f+IDte BCDL 5 0 P S F` D R W G F",I shall hove bra Inp Installed per 6CSI a .d one 83, 87 or g10, ae appliooble. Apply plota441S eitld'' h oe F d the Joint 0etolle, CgAWo 3,„ IA , ' 2844N. o, e9. T. cruse position oe ehoun above and on unless noted otheruTee. Refsr to drovinge 160R-Z For standard plots ppeitlone. ST ITM BuIlding Corpo nt Group Ina. hall 1 be pp Ible for any d— tlon From ihlev n y FollureibuildthecruseInoonfornanoeuithRNS1/TPI 1, or For handling, shipping, 1i'' n6raaing OFB C L L 0 O P S F ZIELLWO00. FL 32798 of rr pe ( 0 4 1` TOT. LD. 1 15 . 0 Sf O/R LEN. 100300 PH. AU7 ° Q80 A55 A ego on this dreuingg or cover page listing this drouing, Indlootse scceptsna. or Prors ynu ,/. engineering reeponelblllty solely for iM dwlgn ehoun, The euitoblllt and use or ihls dro !\1( for any Ing peep Is the resoisili lllty or the Bulldl n, Designer per Rt I/TPI 1 gw.g. S ' Vei 0b o0 e O ` D U R . F RC . 1 O O J 0 B # 1 8 0 3 7 3 FAX., 407 8$0 A 552 For Wore InFornotion ... this ,Job g —al notes pog and these b sites: ` tpfn.t.o,g: Np',. SPACING 2 4. 0" S Y 4 2 ITWBCG: uuu.ltubog.00n: TPI: u VTCA: a sbolndustrg.aan: IM w ,,.looeaFe.q TYPE lilies 111 u Job: (ibU3/dJ -Warehouse for Ume a I"ledic -UNV1U LUX LUNSINULIlUN / THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 4x2 SP #2 Deflection meets L/360 live and L/240 total load. Creep increase factor For dead Bot chord 4x2 SP #2 load Is 2.00. Webs 4x2 SP #3 Truss must be installed as shown with top chord up. 2'6' ol 4'1"8 1.6" + 4'1"8 4X6 =3X4 1112X4 1112X4 =3X4 =4X6 R) X4 Wre9-1.500"MIN Q Ee ©-4y j*z t!` SEO = 118774 PLT. TYP.-WAVE DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-12X(0.1/10(0) OTY= 1 TOTf`= 1 .o REV. 17.02.O1A. 111SL21LE=0.8888 W N •*N FOLLOW ALL NOTES N H DRAW IMPORTANT*• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T I ERB. m TC LL 100.OpSf REF DATE 07-12-2018k Trveeea equlra sirens Dore In Fabricating, handling hipping, Inetolling nd broopl (p o and Follow the lotsei edltl on of SCSI (evlldln Con t ng,a I Formation, b TPI and ool e for for to fornln these functions. pIne}all shall to braalp g" ecB.y TC DL 10 OPSf d aotloee a Ids erppprpargprowporaryp l)nleea noted oth—.lee, top Nord shah hove properlyy attached truot—1 ehe.thing andsllp,Ttom oh shall have o properly ttoahed IGId oelling. L000tTone shown for permanent lateral a eC3 BC DL 5 0Ps[•, DRWG I" e ylbesehollhovebrooliinetollsdperSCSIaatloneB3, B7 r 810, oe PPllooble. Rpply plot idd''h oOOoo o Ry pr ,II iN ;. F trues d po.1 Ion a shown above and on the Joint Detallc, cnlsee noted otheru se. Refsr to drawings 160R-Z for standard pao9ltIan.. $ r1A B C L L 0. 0 P s F2844I, Q, [, T. elate n4 Bvl Iding Co ponenis Group Ina. hol I t be p Ible For any dsvloilon from ihlel o failure to band the truce In oanfornanoe ul th ANSI/TPI 1, or For handling, shipping, 1f n t.... c( 10- i© TOT. LD 1 1 5 0 sF 0/R LEN 91100ZELLWOOD. FL 32798 6 In of R ..el anthis drawing or oov.r page listing this drouing, Indicates oocept.no. of profess no R 0 DUR. FRC . 1 . 00 JOB #' 180373FN. 4R7 8a4- 4551 englrnering ry.penablllty eolay far the dnlgn .houn. m..yltabll ltyy and use of this dro sforanyetruotvvI. ihs roponslbl l lty of the Budding Dalgner per RNBI/TPI 1 Sec.2. ( ooso ` f SPACING 2 4 . 0 " ITYPE S Y 4AF2F11x, 407 - 860 - 4 552 For Hare Information e e this Job g rol notes poge and thee. web site.: ITWBCG: v.ltvbog.00m: TPI: c u.1pin.t.ory: VTCA: a .sbolndwtry.aan: ICC: vw.laa.ofe. P : , M a 2 Job: 1,1tSU3/3J -Warehouse for Ume o I'ledlc-1-1I-1VlU LUA LUNSINUUIIUN / THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 4x2 SP SS Deflection meets L/360 live and L/240 total load. Creep increase factor For dead Bot chord 4x2 SP Dense Struct. 65 load is 2.00. Webs 4x2 SP #3 Truss must be installed as shown with top chord up. i- 2.8 5'4"8. 1' + 2'10"8 4XG =3X4 =3X4 =3X4 ; 4XG 4 (R) 2X4 Wreg-1.500"MIN 7i11,fdl E ,. ei SE0 = 118699 PLT. TYP. -WAVE DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-12X(OX)/10(0) O T Y= 6 T O Tf '= 6 so REV. 17.02.01A.11 I SCRL E = 0. 9 3 1 5 WARN N !• REMO ANDFOLLOW ALL NOTES ON THIS OR W 6P'm TC LL 100 . OPSf REFIMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T I ERS. Trwsae edulre xtrene a In fob looting, hondling hippping, Inetolling nd braol and Follow the lotect edition of SCSI (BwIlding Canpanent So'ety I fo...tlon by TPI and WTC,f r y - [' p otiose prior to penrorninga these fwnotlone. Installers eh.11 provide temporary brool p r BC T C D L 1 0 O P S r DATE D7 -1 2 '2D 1 8 Unless noted othsrvlee, top hard shall hove properly ott..h.d truoturdl eheathing and ton oh 4 B C D L rJ 0 P S f' shall have properly ottoahed Ipld oeiling. Uooationa shown for pernon,nt loterol ee In e D R w Ci ,:,,r,*y'F. shall hove brooing Installed per BCSI eeotlons B3, B7 r B10, os ppllaoble. Apply plat t h oe d" t, F trues and poll Ion ae shown above and on the Joint Detol lei unless noted otherwise. 0. OPSFRefertodrawings160R-Z For et,ndord slot, na*toltlon - ` BC L L2844N. O. e, T. ITW SwIding Components Group Ina. hall be s P Ible For any deviation iron ihInyFW.,Wre t bend the truss In oonfornonoe with RNS]/TPI 1, or For hondling, ehlpping f a i o% B o ZELLWOOD, FL 3279,B oing aF r . 'Q TOT. LD . 1 1 5 . 0 sF O/R LEN . 90300 A sw on this drawing or cover pegs listing this drawing, IndleotH eoeeplenes er preFs Q0enlrnerlreonslblllsolelyforiMdal .neon, The sultebl l Ity end uu or 1hI. dro _(ti DUR . FRC . 1.00 J0B # : 180373PH. 407 8$O 45SI a ns sP y u gn omOer 1 for any struotwre l the rwponsl bl l ity or the Building Designer per AN9I/TPI 1 Seo.2. FAX.407-880-4552 For more InfarTanan e e this dab r.I note. p. and these web eit..; ITWBCG: w w.liwbog.00n: TPI: w ..ipinat.ary: VTCA: w w.abalndustry.00n: ICC: w w.laoeo.p§ p,. SPACING 24. 0" TYPE S Y 4 2 eees - e. Job: L1bUd/dl -worenouse for uric o I-leclio -UMVIU UUn UUINbIrwuIIUIN / I1-11S UWU. HHLHHHLU by IML 1`11-F'1NE JUd UL61UNER NRUUHHM FHUM IHUbS Mi-H'b LHYUUI Top chord 4x2 SP #2 Deflection meets L/360 live and L/240 total load. Creep Increase Factor For dead Bot chord 4x2 SP #2 load is 2.00. Webs 4x2 SP #3 Truss must be installed as shown with top chord up. 2'6' i 4'1"8 i- 101, -!. 411"8 1113XS (R) =3X4 1112X4 112X4 -3X4 113X5 (R) 4 (R) 12X4 Wreq-1.500-MIN i LiCE`S4P ''0 SEO = 118707 PLT. TYP. -WAVE DESIGN CRIT-F8C2017RES/TPI-2014 FT/RT-12X(0X)/I0(0) O T Y= 1 T O Tf = 1 ® REV. 1 7. 0 2. 0 1 A. 1 1 1 SLZL E = 0. 9 4 8 6 a#WRRN N s* READ AND FOLLOW ALL NOTES ON THIS ORAW I CP 1 O O O fIMPORTANTooFURNISHTHISDRAWINGTOALLCONTRACTORSINCLUDINGTIERS. Tru.eea require exirene oore in fobri.oting, hondling .hipping, Inetoilinp and brooi a and T C L L PS R E F fir' "; Follou the lotaet edition of SCSI (Bullding Conponent So'etye I F....tion, by TPI and YTC For 10ry to thee. f-notI.— Inetoller. holl tenporory brooi BCsO TD DL 10. OPsf DATE 07-12-2018 otiose prior perforningo provide per lase noted otharvlee, top hord eholl hove properly ottooh.d t... turol eh..thing and to h holl have properly ottoohed rigid oelling. LooatTone houn for pernonent lots., e I beB10, qpd, Cis 8 D O L 5 0 P S F D R W Gti:, hall hove broo ir+q Inetolled per CSI 6eoti one BJ B7 r oe oppl tootle. RpplHH plot t h o of trues d position o houn above and on the Joint Dstoil., unleee noted otheru7ee. ST a,r- OF r Refer to droving. 160R-2 For etondord lot. pc.: tlon.. 0 OPSrBCLLI" 28 44 N, O, B, T. ZETLLWOOD. FL 32798 epITWBuildingConponent. Group In.. holl t be p able For ony deviation iron th1 0 n Failure to build the true. in oonforn.noe w th ANSI/TPI 1, or for hondlin hl In nFR4Qp r.oing of tr...... s. e PP s.re S TOT.LD. 1 15. 0 sf O/R LEN. 90100 FYl.407-880.455 , R.on this drouingg er .ever pogo Isiting this dreving, Indleetoo eeeeptenee eF preFe a engineering responelbtllty solely for the doelgn shovn, The oulteblllty and use of this dro For ony struotvre le tM rs-pon-Iblllty of the Bullding D.slgnor pop RNBI/TPI 1 Soo.2. ZN/C" pi®0 aim, h_ FAX, DUR. FRC. 1.00 JOB #: 180373 SPACING 2 4 0 " S Y 4 2407. 800 - 4 552 For nor. inP.rn.tl.n .. thl. Job . gen.r.l net.. p.q e .nd th... ..b .it LITWBCG: u Itubog.00n: TPI: u u.tpinet•org: 4TCR: u .eboln try.00n: ICC: u ..I.. .F.NA TYPE Job; LidUd/JJ -Wor Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 N 2X 1112X for Umego Fle0l o -UrlV 1U L Un L,UINb I NUU I lUN / THIS DWG. PREPARED BY THE ALPINE JOB UESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT DeFlectlon meets L/360 live and L/240 total load. Creep increase factor For dead load is 2.00. Truss must be installed as shown with top chord up. 2'10"8 1'7" 3X4 =3X4 2'6" — 2'10"8 3X4 3X4 LIB 1113X4 (R) 1112X4 1112X4 1113X4 (R) 7'4" R-816 Wreq-1.500"MIN R-816 4 (R) 1112 X 4 Wreq-1.500"MIN 0400000 C SEC = 118710 PLT. TYP.-WAVE DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-12X(0X)/10(0) OTY= 1 TOT f = 1 REV. 17.02.01R. 1115;l2!iLE =1 . 1750 WARNING •# REPO AND FOLLOW ALL NOTES ON THIS DRAW TC LL 1OO.OPSf REFIMPORTANT*e FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T I ERB, m Tr.eeea eq.lre xireme o In fobrlooting, handle g hiTppl,g, Inetollin and braol gofer and 4110 Follow iha loteat edition aF SCSI [Building Component So'.ty Intornotion, by 14PI and 11.T, r eof®ty T C DL 1 0 0 P S Fpprwtl... p ear to performing iheea funatlona. Installers hall provide temporary brool per BC990m D R T E 07 -1 2 -201 8 Unless noted otherwise, top ohord Bholl have properlyy attoohed at...turol sheothl ng and tom h Cle shall hove o properly attaohed rigid osiling. LooatTone hown For permanent loteral roe I ha C9 BC D L S 0 p S i D R W G ram.. shall hove braolnp Installed per 9CS1 a otlone B3, B7 or 810, oe oppllooble. Rppluu plot i h oe sta f tr.ae d posh. on as shown above and n the Joint Detolle, un l eee noted otheruTee. Refer to adrnawinge 160R-z ear standard spear. noaltlane. so S : B C L L 0 • 0 S f 2844 N. O. B, T. n4ITM Bwllding Conpo nt Group Ina. hall t be p Ible for any deviation From thl.#L. 5 toll... to bulld The true. In oanformonoe with RNS7/TPI 1, or For handling, shipping, RTyj % ZELLW000. FL 32798 oing or t...e n ( 0 TOT . LD . 115 . 0 sf 0/R LEN. 70400Rsesonthesdrouingoroev.r page listing the. dreuln8, Indloot.@ eee.ptene. of prof. ne plm engineering responsibill y solely For the design shown. The .ultoblllt and use or the. dro ( + ` D UR . F R C . 1.00 J 0 B # : 180373P}a. 407 880 455 T I ®0foronystruoturei- the respon-lbillty or the Building Designer per RN II/ 1 Beo.g. FAX, 407-$BO-4552 Far more Information ... this Job 17n...e note. pog and thee. w.b sites: + ITWBCG: u w.ltubog.00n: TPI: u v.tpinst.org: TCRI u .sbolnduetry.oam: Inc: w w.laaear..' N S P A C I N G 2 4. 0" T Y PE S Y 4 2 t y a lr ti Job: L1tSUJ/dJ -Warehouse for Ume90 I"IerJ i c -1-11-lVTU LUX LUINb I IjUL I IUN / Top chord 4x2 SP #2 Bo chord 4x2 SP #2 Webs 4x2 SP #3 Truss must be installed as shown with top chord up. 2'10"8 3X4 3X4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT J Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. R 3X4 2'6" 2'10"8 3X5 Ri 3X4 112X4 1112X4 =3X4 1112X4 6'10" Wre9-1.500"MIN R-787# H - H1 R-758 1 411J11111, . Ee °A'`ro i y C'E`E`b ''°a, SEO = 118713 PLT. TYP.-WAVE DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-12X(09)/1010) OTY= 3 TOTf';= 3 REV. 17.02.01R. 111SL RLE =1 .2610 i+W N N •• READ ANDFOLLOW ALL NOT59 ON THIS OR 0140V VTC LL 100. Opsf REFIMPORTANT** FURNISH THIS ORRWINO TO ALL CONTRACTORS INCLUDING T I ERS. Trveeea .qulre ..tr...or. In fob l.oting hondiing hlypping Inetolling and bro.l F i{er and Follaw the ].feet editionor SCSI (Bullding Component Bo'etye Ir1,'-,tlon, by TPI and WTC f r y TC DL 10 OpSf DATE 07-12-2018 aofloae prior to perform nga these Funotlons. Inetollare hull provide temporary brool per BC 011111, i Unleee no ofherw ee, top hard shall hove properlyy of t.ohed truoturol sheathing and tom h B C D L 5 0 P S D R W GshallhoveproperlyitoohedIgld .ailing. L000tTane shown For permanent ,.feral ree I \be d-: a shall hve broolnq Installed per SCSI a otl one 83, B7 or B10, .e oppllooble. Reply plot t 0'' . I 'I{ of iruea o d poe I" on a hovn above and n the Jolnf Details, un l eae noted otheru7ee. S ' ReF r dr uinge Ison-z far et.nd—dself.^ooelilan.. 00 e BC LL 0. Opsf 2544 N.. O. 8. T. ITW BuIlding Component Group Imo. Noll t be I,ble for any devl.tlon From tm ff e rasp ns alure16ulldtheirueaInoonformonoeulthANSI/TPI 1, or fr hdndling, ehlpping, ZELLWOOCI. F'L 327948 9, aing of fro..... , ( 0/V--l` TOT . LD . 1 15 . 0 sf O/R LEN . 61000 A .eo on thl• d^Ouingg or oov.r peg. I Lting ihl• dreuimg, Indlo.iH eeeeptane0 er prer. o R P11.407-SaO-4551 englneering responsibility solely for the design.heun. The.ulteblllty and useorth1. dre pn` DDR.FRC. 1.00 JOB #' 18D373 For any strvotur. a iM ruponelbility or the Building Oeslgn.r per RNBI/TPI 1 B.o.2. F,x.407-660-4552 For mar. lnfarmatlon s . this Job gg rol note. pageand these Web elr .: " q SPACING 24.0" SY42ITWBCG: u w.ltwb.g.—; TPI: u u.tpin.t.orgl YTCR: v .ebolndustry.00m: ICC: v lco. afa. TYPE Il l l It1 ' JOo; L1tjud/dJ -warehouse t ar Top chord 4x2 SP #2 Bat chord 4x2 SP #2 Webs 4x2 SP #3 I ro a Fle0 i c -UNVlU Lux I,UNb I NUU 11UN / THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Deflection meets L/360 live and L/240 total load. Creep Increase Factor for dead load Is 2.00. Truss must be installed as shown with top chord up. 1113X5 (R) 1113X4 (R) R) Wreq-1.500"MIN 0A PLT. TYP.-WAVE DESIGN CRIT-FBC2017RES/TPI-2014FT/RT-12X(0X)/10(0) OTY= 1 TOTFA= 1 Lm REV. 17.02.01R.111SL29LE SEO = 118761 1.8398 WRRN N *# READ FOLLOW ALL NOTES ON THIS DRAW NIMPORTRNT#a FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T It(A ERS, T C L L 100. 0 P S f R E F Trueeea sgwlra xtreme o In fobrlooting, hondling hlPpinq, Inetollin and brool ando follow the latest adltlon of BCSI (Bullding Component So'stye I Formation, by TPI and WTCfor y to T C DL 0 O S r DATE 07 -I 2 -2D 1 8potiosepriorperformingthesefunoTlan. Inetollere hall provide temporary brool per BC otherpiae, top chord .boll hove properly coached atr..turol aheothing and tom oh hall have properly ttoohed rlpld ceiling. LoaatTane Noun For permanent lateral a B C D L P 5 0 s fbollhovebroolnnqqInatalledperSCSIaoTionaB3, 87 or B10, oe oppllooble. Apply plot doe P D R W G I,-i 1i _. f Trvea d position o shown above and n the Joint Detol la, unleae noted otheruiaa. Refer To drowlng 160R-Z For atandord B C L L 0. O s f 2844 ri. O. M T. iota naoa111one. ITW Bullding Co po nt Group Imo. hall t be p ible for any deviation From ihI ny Fall a to 6ulld the iruee in oonfornonoa ulih RN51/TPI 1, or for hondling, ehlpping, 1 o 6j/J11; ` P 1 15 0 O/RZELLWOOD. FL32:798 6 aln aft a• , ( R see on this drou(ngg or cover page listing this drawing, Indloates aseeptonce of prof. a q+ ` ` TOT.LD. sf LEN. 20800 DUR. FRC . 1 . 00 JOB # : 180373PH. 407-880- 4551 F/+}(, QQ% - 860 - 4 552 snglrnsrllg responslblllty selely for the design shown. The sWltobll lty and u.. ar tnl. dra ,' ss o For any etruotur•s Is the responalbllity of the Bullding Designer per RN I/TPI 1 S.o.2. For more Inf ormatlon see Thle thee. 0000 SPACING 2 4 . 0 " TYPE S Y 4 2obgg rol notes g and we site.: ITWBCG: w ,.Itwbog.00m; TPI: u w.tpinot.org: LTCR: u w.abo Pduatry.00m: ICC: ... .Iaaaafe.l A„ - t 4X10 3X6 THIS DWG. PREPHHEU by THE HLPINE JOB DESIGNER PRUGRHM FROM TRUSS MFR'S 3 Complete Trusses Required Noll Schedule)0.128"x3" min. nails Top Chord: i Row 0 8.A " o.c. Bo t Chord: 2 Rows 0 4.50" o.c. (Each Row) Webs : 1 Row 0 4" o.c. Repeot nailing os each toyer is applied. Use e9uol spacin between rows and stogger noils in each row to ovoid spliting. Bottom chord checked For 10.00 psF non-ooncurrent Ilve load. DeFlection meets L/360 live and L/240 total load. Creep increase Factor For dead load is 2.00. The TC of this truss shoII be braced with attached spans at 24" oc in IIeu of structural sheathing. 1112 X 4 3X6 4X10 u W2 TFI 1113X m5X10 m4X8 =5X10 14' 2'1"12 i 2' 1256# R-5299# Wreq-2.084"MIN DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-20X(0X)/10(0) Job: LIdUd/JJ -worenouse r or Umego Flee I c -UMV I LUx L U1Nb I r(Ul- I IUly / Top chord 2x4 SP #2 Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2, W8 2x4 SP #2: Special loods Lumber Dur.Foc.=1.00 / Plate Dur.Foc.=1.00) TC: From 220 pIF at 0.00 to 220 pIF of 14.00 BC: From 10 ppIF of 0.00 to 10 pIF of 14.00 BC: 1255.91 Ib Conc. Load at 2.15, 4.15, 6.15, 8.15 10.15,12.1S Truss must be installed as shown with top chord up. PLT. TYP.-WAVE 2' 2' 2' 2' 1'l0"4 1256# 125 # 1256# 125 # 1113XS R-5456# Wreq-2.146"MIN A 4f .0 SEO = 119066 OTY= 1 PLIES" 3 RL— 3 REV. 17.02.01R.111SE21LE=0.6155 IMPORTANT*• FURNISH THIS DRAWING TO ALL CONTRACTORSNINCLUDING T IA f; ERB. W E T C L L l 0 0. O PS R E F F Tr....: sgvlra xrrene oars In fobrlooting, hondling hippping, Inetollln and brool o and rollw the latest editlon of SCSI 1Bulldln Con t S.Fet Infornotion, b PI and WTt_,ag for pr atlaea Irn to rarnln rheas f notlone. pInatollere shoo Id. t n broal r BC`s.y TC DL 10 OPSf' DATE 07-12-2018 U pr per g prov porory pe lase no oth:rul:e, top chord shall hove properly ottoohed iruaturol sheathing and toe h D R W Gshallhoveaproperlyott..h.d rigid oelling. LoaotTone ehoun for permanent lateral roe In1,egF ba I BC DL rj 0 p S PhallhovebraolnpInstalledper6CSIeaotlona83, B7 r 810, oe oppllooble. Apply plat idh 5 3j1 1, .;.,.. of .rote and poet Ion oe ehovn above and on the Joint Detolle, —I... noted other, so. a PReFertodroWnge160R-Z for standard elate ^.,:Itlane. r" S BC L L 0 O S f 2844 N. O. B. T. ITW B Ilding Conponen to Group Ina. hull t be p Ibla for any da lotion from ihl . n Follure to bClld i% iraea In oonfornonoe Ith ANSI/TPI 1, or For hondlln hl In x l tw000. F 1 327g8 sing of it e. B. a PP s.tn A pp tO `q TOT . LD . 1 15 . 0 sf 0/R LEN . 14 R .eo on this dr—ing or oover page listing this drosing, Indloat...00ept.noo of rare a 1'1 p— PH. 4 07 - 880 - 455 T englneering re.pon.ibilltW .o1.1W ror the de.Ign .houn, The suftabllity and ue. or th,. dr , O 008000 ® `O` D UR .i R C . 1 . 0 0 J O B # ' 180373 for an W structure Is the rupon.IbilltW of the Building Dn lgner per RN9I/TPI 1 Beo.2,II7 qFAx. 407 - 860 - 4 552 For mar. InFarnatlan a . thl. job 8 rat Hate. pa . and the.: u.b .Ilse: Ir SJ A SPACING 214 . 0 " TYPE F L R TITWBCG: wu.ltubog.00n: TPI: w.tpin.t.org: 4TCR: wv.ob. atrg.00n: ICC: uuu.looaoFe.6 A _ a 1111{i ris Job: LibUd/dJ -Warehouse F Or Ur)ego I -lea I c-UrlViU LUA LUINb I FtUL. I lUN / Top chord 2x4 SP #2 Bot chord 2x6 SP #2 Webs 2x4 SP #3 Special loads Lumber Dur.FQc.=1.00 / Plate Dur.Foc.=1.00) TC: From 110 PIF at 0.00 to 110 plf of 6.33 BC: From 5 plF at 0.00 to 5 plf at 6.33 BC: 882.30 lb Conc. Load at 0.27, 2.27, 4.27, 6.27 Truss must be installed as shown with top chord up. N THIS DWG. PREPHRED BY [HE HLPINE JUb UESIGNEH PRUUHHM FRUM TRUSS MFR'S L 2 Complete Trusses Required Noll Schedule:0.128"x3" min. nails Top Chord: 1 Row 012.06" o.c. Bot Chord: 2 Rows 0 4.50" o.c. (Each Row) Webs : 1 Row 0 4" o.c. Use equal spacing between rows and stagger nails In each row to ovoid splitting. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep Increase Factor for dead load is 2.00. The TC of this truss sholI be braced with attached spans at 24" cc in lieu of structural sheathing. 3X6 1112X4 =3X6 R-2071# Wreq-1.500"MIN R-2187# Wreq-1.500"MIN SEO = 118957 PLT. TYP.-WAVE DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-20X(OX)/10(0) OTY= 1 PLIES'r 2 T AL= 2 *ya REV. 17.02.01R. 111Sf RLE =1 .3605 W N NG ** READ AND FOLLOW ALL NOTES ON H W IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T II ; ERB. . TC L L 100 . O P S fR E FTrussesa-Ir, .irons o In fobrlooting, handling hlppprng, Installing and brool and 40 Follow the latest adltion of SCSI (Bw )ding Component SoFete I fornatlon, by TPI and V7CFor {Q1y pprrcotioee prior to performing these funatlone. Installers hall provide temporary brool per BCSffi.o %(. am TC DL 10 OPsF' DATE 07-12-2018 Unlsae noted other, Ise, top chord sholl hove properly attached structural sheath Ing and ton ha 4tlb shallhaveoproperlyattachedIgidceiang. L000tt ana shown ear par :anent lateral ee I" ali' be - am B C D L 5 O P S f DR W G shallhavebraolrrqqinetolledparSCSI6eotlone83, B7 r B10, oe applicable. Rppluu plot 1 h oe qy r (,,. 1 of trues and poelilon a hown above and on the Joint Details, unless noted other,7ae. , Refer to drawings 160R-Z for standard elute ee 1lione. ! B C L L O O P S 2844M.. O. . T, nyITV Bullding Co po me Group Ina. hall t be a ,,ble for ony devlatlon Fro: ih le,o ` 6 WTE OF failure to build the truss In oonfor:onoa with ANSI/TPI 1, or Far hondling, shipping, R f ZELLWOOD. FL3279,8 sing aF t...e n ( j ` ` TOT.LD. 115.O SF' O/R LEN. 60400 R seal on this drawing or cover page listiN this drawing, indicates acoeptonoe of profs n ppp Pit. A 07 - 880 - d55 1 anginserIng rsspenelbili y solaiy For the design shown. The sultabllltyy and use of this dr. be ` D U R . F R C . I . 00 JOB # : 180373 foronystructureIsihfrwponslbllltyoftMBuildingDesignerparANSI/TPI 1 B.o,2. FAX, 407 - 880 - d 552 For :ors Information see this Job rol noise pug and theme web alto.: ] ITVBCG: u w.ltubog.aon: TPI: u w.tpinet.oryu VTCA: w w.sbalndustry.00:: ICC: u ,.laaeo .. NA%- ` SPACING 2 4 . 0 " TYPE FLAT 111lt1AaUilk% Job: (1tiU3/JJ -Wnrehouse for Umego I"led 1 c -L Top chord 2x4 SP #2 Bot chord 2x6 SP #2 Webs 2x4 SP #3 Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 220 PIP of 0.00 to 220 PIP at 6.33 BC: From 10 PIP at 0.00 to 10 plf at 6.33 BC: 786.65 lb Conc. Load at 0.561 2.56, 4.56 Truss must be Installed as shown with top chord up. N PLT. TYP.-WAVE 3X6 V I L.UA L,UINS 1 KUU 1 lUIN / 1112 X 4 IA15 UWG. PHEPHHEU BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LHYOL1 Complete Trusses Required Nall Schedule:0.128"x3" min. nails Top Chord: 1 Row 011.06" o.c. Bo t Chord: 1 Row 0 3.25" o.c. Webs : 1 Row 0 4" a. a. Use equal spacing between rows and stagger nails in each row to avoid splitting. Bottom chord checked For 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep Increase Factor for dead load is 2.00. The TC of this truss shall be braced with attoched spans at 24" oc in lieu of structural sheathing. 3X4 3X6 1112X 1112X 4X10 =3X6 6"12 6'4" 2' 2' R-2133# Wreq-1.500"MIN DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-20X COX)/10 CO) R-1683# Wreq-1.500"MIN OTY= 1 PLIES! 2 T AL= 2 0, REV. 17.02.O1A.111 =LE=118005 eeW N N •• READ AND LL W ALL NOT98 ON THISR W eeIMPORTANTee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T IA}Fi ERS, m TC LL 100. OpSf REF 07-12-2018 Truseee ,quire ,1—* a In Fabrlaating, handling hlFping, lnetallln and braol '+ o and n eaFollowthelatesteditionofBLSI (Building Component So'etys I formation, by TPI and YTL$ for f, to thess funatl Inetollere hall tan brool BC TC DL 1 O - Opsf DATE pprrootloea riot erformin an.. rovId. o r Onlsss oted otherwise, top chord ,hall hove properly attoched tPuotural ,he.'hing and ppBR ion oh- hull hove o properly attoched rigid aeiling. LaoorTons shown ear permanent lateral e.tylas 1 i C O SBCDLJp DR W G Rom( S `I i'i C. . 2 O. i. i. hall hove bracing Installed per 6CSI eeotlone B3, 87 r 810, as opp, .bl.. Rpplp plat6 t h s. SToftruesandpoetIonoeehawnaboveandontheJointDstalle, unless noted otharw ":""setRefertodrawl's. 160R-Z far standard elate ne9lilone. ITW Bullding Co Group Imo. hall t be p ible for any devlsilon rram thl 0 lyys4. B C L L 0. O p S r O/A LEN . G0400 N. ZELLWOOD. F•L 3279,8 ponente ny failure i build the }rues In oonformonoe with RNSI/TPI 1, or for hondling, ehipp Ing, I6raaingofiru.s... n i'0b TOT . LD . 115. 0 sf PH. 407-8a0-455T A seel on this dnawing or osysr page listing this drouing, Indluat.s soosptonoe er profs no snglrnsrinB rseponelblllty solely For the design shorn. The sultablllty and use of this dros C for any structure I• the responslbllI W or the Building Dee In— per RNB I/TPI 1 8e0.2.4`I R R`Q pp®0 ii® DUR.FRC. 1.00 JOB #' 180373 SPACING 214 0 " FLATFAX, 407 - 880.4 55Z For Wore Informotlon see this Jab general notes pa and these web sites: vtpinst.ary: N „ ITWBCG: w w.ltwbog.00n: TPI: w WTCR: uu .sbolnduotry.00m: Ica: w ..Ioa..r.. TYPE lss s will",` r JOb : L 1 bUJ/ UJ -Warehouse for Umega FleCJ i c -1-INV 1 U L.Un L, Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Special loods Lumber Dur.Fac.=1.00 / Plate Our.Foc.=1.00) TC: From 110 plf at 0.00 to 110 PIP at 6.08 BC: From 5 plf at 0.00 to 5 plf at 6.08 TC: 550.55 lb Conc. Load at 1.94, 3.94 Truss must be installed as shown with top chord up. N I111"4 3X4 551e 1112X 4 lU N / THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required Nall Schedule:0.128"x3" min. nails Top Chord: 1 Row ®5.2" o.c. Sot Chord: 1 Row 012.00" o.c. Webs : 1 Row 0 4" o.o. Use equal spacing between rows and stagger nails in each row to ovoid splitting. Bottom chord checked for 10.00 psF non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load Is 2.00. The TC of this %s ss sholI be braced with attached spans at 24" oc in lieu oP 2' 9tI Uei ed a! sheat4 19. 2' 1 "12 iu3X4 =3X4 I X ILI 1112X 111 XX 3XB =3X4 4'll" R-265 Wrea-1.500"11TN R-RR7R-868 Wreq-1.500"MIN PLT. TYP.-WRVE DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-20X(OX)/10(0) OTY= 1 PLIES 2 WARN NG oo READ AND FOLLOW ALL NOT58 ON THIB W 1.. IMPORTRNTO• FURNISH THIB DRAWING TO ALL CONTRACTORS INCLUDING T II> Trueeee squire xtrems a in fabrlooting, hondl mg hippping, Inetolllnp and broo iag. follow the I.teet edition of SCSI (Bullding Component Sa%ety Informotlon, by TPI and VTi. for K, pp .atloe9priortoperformingthee. funotlone. Inetoller. shall provide temporary braoi --per BEnootl noted otherwise, top chord aholl hove properlyy ott..h.d struoturol sheathing and tohallhoveproperlyott..h.d rigid calling. LaootT one hown For permanent lateral es Ihovebro.i Installed per SCSI a otlone B3, B7 or810opplooble. Apply plot tT{Lj g `°I y f tr ee d pa.' on a shown above and n the Joint D..11., unloea noted other,T.9. e Refer to drawing. 160R-2 for standard elate ^ooeltlone. 2 8 44 N. O. & T. ITV Bullding Conpanente Group Ina. hall t be rasp ible for any devlotlon From thl ny Collura to build the 'ruse In oonformonos with ANSI/TPI 1, or far hondl ing, ahippi ng, /F j 2ELLYVOOD. FL 32793 5 Ing of rrue..e. R e.T on this drawing or cover page listing this drawing, indicate@ acceptance of p..F.z n PH. 407.880. 4r)r5T ;no, respons lblllty solsly for the design shown. The sultabl llty and ues of this dn*liqforanystrvotureIstheresponelbllltyoftheSwlldingDesignerperRNBI/TPI 1 Beo.2. I FAX. 407 • 880 - 4 552 For more 1nformot1 on see this job gg rol note. pag and these b el tee: ITVBCG:—.itwbog..an: TPI: wvw.lpin-t.org: LTCS: wuv.eb.,n' .try.00m: ICC: ....I .... I Wreq-1.500"MIN 01111illililrl,. 0 E. DA 1. 0ENS'®® SEO = 118791 T AL= 2 REV. 17.02.01A.111SLOLE=1.4164 ERe, 1y aboveb1" b ST a CROP T 0 j jp; TC LL 100. Opsf TC DL 10. Opsf BC DL 5 . OPsf BC LL 0. OPsf TOT.LD. 115.0 sf REF DATE 07-12-2018 DRWG O/R LEN. 60100 OUR. FAC . 1 . 00 JOB # : 180373 SPACING 24.0" TYPE FLAT Job: (iUU3/d) -Worenouse for Umega [-lea i c -UMV I L Un LUIVb I ttUL, I IUIV / Top chord 2x4 SP #2 Bot chord 2x6 SP #2 Webs 2x4 SP #3 Special loads Lumber Our.Fac.=1.00 / Plate Dur.Foc.=1.00) TC: From 110 pIF at 0.00 to 110 pIF at 5.17 BC: From 5 ppIF of 0.00 to 5 ppIf at 5.17 BC: 1255.91 lb Conc. Load of 1.56, 3.56 Truss must be Installed as shown with top chord up. PLT. TYP.-WAVE 3X5 R-1563# Wreq-1.500"MIN DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-20X(0X)/10(0) 112X 4 I1-11S UWU. HHth'HHtU UY IHL HL1-'1NL JUb Ut51UNLN f`NUUNHM I -I 2 Complete Trusses Required Noil Schedule:0.128"x3" min. nails Top Chord: 1 Row 012.06" o.c. Bot Chord: 2 Rows 0 5.00" o.c. (Each Row) Webs : 1 Row 0 4" o.o. Use equal spacing between rows and stagger nails in each row to avoid splitting. Bottom chord checked For 10.00 psF non -concurrent live load. DeFlectlon meets L/360 live and L/240 total load. Creep Increase Factor For dead load is 2.00. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. 63X5 r``{ illtlp f`, Ee D.4 R-1543# Wreq-1.500"MIN 1` A 4 0 SEC = 118947 OTY= 1 PLIES' 2 T RL= 2 10, REV. 17.02.01R.11153CFLE=1.4863 ES ON THIS ORAW ( op 1OO O L ddIMPORTRNToo FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T IAA ERB Truesee squire extreme o In Fobrlooting, handling hlppping, Inetallln and br I `iY( r and m T C L L Ps R E F Follow the latest edition of BCSI (Bullding Component So'etye InFormotlan, by 1gPI and WTCZ For ly TC DL 1 O OPsf DATE 07-12-2018 G.—allies prior to performing ihsee Funotlons. Installers hall provide temporary broil per BClasenotedotherwise, Top ohord shill hove properly ott..h.d et,u.tu,.l eheothing and tom oh shall have properly ttoahed IG Id oell ing. Loos iT one shown For permanent lateral se In be Callamsoli, B C p L 5 O P s f D R W G t1 1J.f [Y -"I shall hove broomg Inatolled per BCSI eeotione 83, 87 or B10, oe opplloable. Applyy Blot toh asFtredposlfionoor. s above and n the Joint D.Talle, unless noted otharwT. R.I.r to drawings 160R-Z For standard e.e. rLiCf O O SrBCLLi- 2 $ 44 N, O. ®, i, elate ^Oeltlone. ITW Bullding Co po'onto Group Ina. Noll t be p Ible For any deviation from ihI LEN . 50200ZELLWOOD. FL. 32798 Follurs to build the truce In oanformonoe with ANSI/TPI 1, or For hand) ing, ahlpping,, . ngr oing of irwes - in TOT . LD . 115 . 0 sf O/R rH. 4 07 - 880 — 455 T a- A seal on this drawln or cover page listing this drowing, Indloot.s 000.ptenoe of prof. ,IMa '® engineering roeponslblli y eelely For the d.elgn shown. The eultobillty and v.. of thle dr.4 .0 For any aruotwre to the responelbllity of the Bullding Designer per AN I/TPI 1 S.o.2, T j 4* 6k A` K_ OUR. F R C . 1 . 0 0 JOB # : 180373 SPACING 24.0" TYPE FLAT i,Ax..407-880-4552 For more InFormotion so. this Job g ral not.. pageand the.. ,..b It ITWBCG: uww.It,bo9.00m: TPI: uww.tpinet.org: WTCR:—.cboindustry.00m: ICC: wuu.Ioo.oh. Job:(180373) -Warehouse for Omega Medic -DAVID COX CONSTRUCTION / Top chord 2x4 SP #2 Bo chord 2x6 SP #2 Webs 2x4 SP #3 Special loods Lumber Dur.Fac.=1.00 / Plate Dur.Foc.=1.00) TC: From 220 pIF at 0.00 to 220 pIF at 4.83 BC: From 10 KP F at 0.00 to 10 PPIF at 4.83 BC: 1032.47 lb Conc. Load at 0.69, 2.69 BC: 1179.28 lb Conc. Load at 0.98, 2.98 Truss must be Installed as shown with top chord up. 4XG 1112 X 4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required Nall Schedule:0.128"x3" min. nails Top Chord: 1 Row 011.06" o.c. Bo Chord: 2 Rows 0 2.50" o.c. (Each Row) Webs : 1 Row 0 4" o.c. Use equal spacing between rows and stagger nails in each row to ovoid splitting. Bottom chord checked for 10.00 psF non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase Factor For dead load is 2.00. The TC of this truss shoII be braced with attached spans at 24" oc in lieu of structural sheathing. =4X6 R-3293# Wreq-1.943"MIN R-2243# Wreq-1.500"MIN j11{IIfill., Ee fta V CE SEO = 118856 PLT. TYP . -WAVE DESIGN CRIT-FBC2017RES/TPI-2014 FT/RT-20X(DX)/10(0) 0 T Y 1 P L I E ' 2 T A L= 2 ®e REV . 1 7. 0 2. 0 1 A. 1 1 1 SML E = 1. 4 86 3 arW RN N ** READ AND FOLLOW ALL NOTES ON THIS ORRW teIMPORTANTo* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T Its A ERB, _ T C L L 100 . O p s F\ R E F Trueeee ec)u ire zi.... a In Fobrlaoting, handling hipping, Installlnp and brool e a and Follow ihs latest adltion of BCSI (B.Ilding Component So'atye I Farnatlan, by TPI and WT, Far ty TC DL 10 OPSf DATE 07-12-2018 a pr .otiose prior to perform)ng these Funotlone. InetoI lore hall prove da temporary brace per BC i"iawUnI.ee oted other.Ia", tophard eh.1I hove properly attoohed struoturol sheothng nd tomth0 sshallhaveproperlytt..h:drlgld ceiling.L000Ton"hour, for permanent lateral ree Ibe Use B C DL P DRWGaa 6 dbyofnilIlot1 oehalloabrangIeVainperqSIaeotloneB3, 87 or a10, oe appllooble. Ppp y P c , r Fj 5,1I C of trues and po"I ion ae aim above and on the Joint Detalle, unleee noted other. ee. 0 O p S Refer 1 dro.Ings 160R-Z For standard slate "t"J.'one. •• e 3 -- BC L L 2844 N'.., . ®, T. ITW Bullding Components Group Imo. hall t ba p Ibis For any deviation From the Foll.re i baled the tree In oonrormonoe .Ith ANSI/TPI 1, or for hondlin ehI in 2CLLwooD. FL327"9,8 ny oing aF trues s. PP B, ` , 0 O TOT.LD. 115. 0 sf O/A LEN. 41000 R sea on this al—Ing or oover page listing this drawing, Indloate. acceptance or p, nof- % R PH. 407-880-A551 englnsering reeponsiblll y solely For the design shown, The suitability and... or this dr .''R ®op0 OUR.FAC. 1 . OO JOB # 180373foranystruotun1e1heresponsibleityoftheBuildingDesignerperANSI/TPI 1 Bso.2, V-( FAX. 407 - 880 - A 552 For more InFormotlon e e this Job ge roe noise ge and theme web setae: % } ITWBCG: . ,.It,bag.00m; TPI: . Apinst.org: WTCF: ...so. Pd.etry.00m: ICC: ...10... —Ail YC NA%- t SPACING 2 4. 0" TYPE F L R T iIlyirrtr 5 42'5" i 14' i 15'10" i 27'1" L ADING CRITERIA' TOP CHORD LIVE LOAD ps,f, TOP CHORD DEAD LOAD p.s,f, BOTTOM CHORD LIVE LOAD p.s,f, BOTTOM CHORD DEAD LOAD p.s,f. TOTAL LOAD p,s,f, DURATION FACTOR WIND STANDARD A WIND SPEED m.p.h. BUILDING EXPOSURE BUILDING TYPE a. TRUSS TO FOR DUCT WOR I a Dave Cox Warehouse omega Medical Sanford, FL 180373 Draw: MS DATE: $/3A BUSINESS/PROJECT NAME:: ADDRESS: 3y . 6t CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE' 407.688.5052 FAX 407.688.5051 PERMIT NUMBER:. 4 r74 z PHONE: A- 31 to PLAN REVIEW INFORMAT[ON CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER [] HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: Revision o Response to Comments Q-- Permit # /g Project Address: 4,o,)/7- Contact: Ph: &-— //— ' 6/ Email: / Trades encompassed in revision: Building 0"'Plumbing Cl'flectrical mechanical Life Safety Waste Water D - M City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Fax: General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building t J Revision / Response to Comments 9- City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.51§2 Email: building@sanfordfl.gov Permit # /CF—-3/?0 11 Submittal Date Project Address: a J W r ' Contact: 421 li`J Ph: So?--S/'i!d/ Fax: Email: D Trades encompassed in revision: Building L9' Plumbing CYflectrical 9 Mechanical Life Safety Waste Water Department Utilities Waste Water Planning I. Engineering Fire Preventio dinguil Y± General description of revision: ROUTING INFORMATION Approvals Revision Response to Comments f Permit # /c SP-z Project Address: -?- Contact: Ph: . , d _ 'YYd/ Email: Trades encompassed in revision: Building mbing electrical mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building LD City -of SamfordBuilding & Fire Prevention Divi-sionPh: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Fax: General description of revision: HE ROUTING INFORMATION Approvals INSPECTION SEQUENCE BP# 18-3180 ADDRESS: 3400 St. Johns Parkwav BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 10 Frame 20 Insulation Rough Firewall Screw Pattern 30 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) 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 Final Commercial — 1000 Final Commercial --Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL PERMIT 7¢, a" i.r ft c Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 10 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final I 'IUl fBING;PERMLa td T'. dam la"B iAi .i.o i+° w.'. 68 X ° tti Min Max Inspection Description Rough Plumb 10 Plumbing Underground 20 Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final nMECHANICAL PERMIT u Min Max Inspection Description 10 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 1000 Mechanical Final REVISED: June 2014 Building & Fire Prevention Division PERMIT APPLICATION Application No: I,' 2 - a <)'q A Documented Construction Value: $ 4,950.00 Job Address: 3400 St Johns Parkway Unil-44-2 i QO 11 Historic District: Yes No 0 Parcel ID: 26-19-30-5AE-2900-0000 — Residential[] Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Modify existing fire sprinkler system to accommodate new interior build -out. Plan Review Contact Person: Fred Lupo Phone:407-328-1663 Fax:407-328-4768 Name Title: President Email: flupo@freedomfireprotection.com Property Owner Information J & K SANFORD LLC Phone: Street: 215 CLERMONT RD City, State Zip: LAKE MARY, FL 32746 Name Resident of property? : Contractor Information Freedom Fire Protection of Central FL, Inc. Phone: 407-328-1663 Street: 601 Central Park Dr. City, State Zip: Sanford, FL 32771 Name: Street: City, St, Zip: Fax: 407-328-4768 State License No.: 22296600012003 Architect/Engineer Information Phone: Fax: 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 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 pen -nit and that all work will be performed to meet standards of all laws regulating construction Ointhisjurisdiction. 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: 6te Edition (2017) Florida Building Code Revised: January I, 2018 a 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 pen -nit 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 Print Owner/Agent's Name Signature of Notary -State Owner/Agent is Produced ID Date Date Personally Known to Me or Type of ID Signature of Contractor/Agen Date EeA Uvq t Contractor/Agent's karne Signature of Notary -State of Florida Date o tRy"er PAMELA J. PREEDOM NOTARY PUBLIC STATE OF FLORIDA Cantu# FF194479 S acF 14 Expires 12019 Contractor/ Agent is ,\ Personally Known to Me or 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: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: FIRE: s/ /'r BUILDING: Revised: January 1, 2018 Permit Application Jeff Atwater Casia Sinco CHIEF FINANCIAL OFFICER BUREAU CHIEF Julius Halas DIVISION DIRECTOR Keith McCarthy SAFETY PROGRAM MANAGER FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF'STATE FIRE MARSHAL 200 East Gaines Stroet - Tallahassee, Florida.32399-0342 Tel.850-413-3644 Fax.850-410-2467 CERTIFICATE OF COMPETENCY OFFICIAL .COPY THIS CERTIFIES THAT: Fredric J Lupo 601 Central Park Drive Sanford FL 32771 BUSINESS ORGANIZATION: Freedom Fire Protection of Central Fla Inc. Contractor II is limited to the execution of contracts requiring the ability to layout, fabricate, install, inspect, alter, repair; and service Water sprinkler systems, water spray systems, foam -water sprinkler systems, foam -water spray systems, standpipes, combination standpipes and sprinkler risers, all piping that is an integral part of the system beginning at the point of service, sprinkler tank heaters, air lines, thermal systems used in connection with sprinklers, and tanks and pumps connected thereto, excluding pre-engineered systems. Issue Date: 07/01/2016 Type: 07 Class: 12 County: Seminole License/Permit #: 222966-0001-2003. Expiration Date: 06/30/2018 Chief Financial Officer rY r SEMINOLE COUNTY BUSINESS TAX RECEIPT RAY VALDES, SEMINOLE COUNTY TAX COLLECTOR PO Box 630 Sanford, FL 32772-0630 9 Telephone: 407-665-1000 www.seminoletax.org j VALID THROUGH 09/30/17 FREEDOM FIRE PROTECTION OF CENTRAL FLORIDA INC 601 CENTRAL PARK DR SANFORD, FL 32771 FRED LUPO (OFFICER) BUSINESS OWNER, PLEASE NOTE THE FOLLOWING: Account #: 126842 REGULATED License # - 222966-0001-2003 Qualifier- FRED LUPO SANFORD CITY LICENSE REQUIRED** o DISPLAY THE ABOVE RECEIPT PROMINENTLY: This Business Tax Receipt shall be displayed conspicuously at the place of business in such a manner that it can be open to the view of the. public and subject to inspection by all duly authorized officers of the County. Upon failure to do so, the business shall be subject to the payment of another business tax for the same business or profession. o RENEW THIS TAX BEFORE IT EXPIRES: ; Pursuant to Florida Statutes, all Business Tax Receipts shall be issued by the Tax Collector beginning July I` of each year, and it shall expire on September 30`h of the succeeding year. Those Business Tax Receipts issued as renewal accounts beginning October I" shall be delinquent and subject to a delinquency penalty of 10% for the month of October, plus an additional 5% penalty for each month of delinquency thereafter until paid; provided that the total penalty shall not exceed 25% of the business tax for the delinquent establishment (Florida Statute FS] 205.053 [1]). A 25% penalty shall be imposed on any individual engaged in any new business or profession without first obtaining a Seminole County Business Tax receipt. ([FS] 205.053 [2]) This Business Tax Receipt is only a receipt for business taxes paid. It does not permit the taxpayer to violate any existing regulatory or zoning laws of the state, county, or municipality, nor does it exempt the taxpayer from any other required licenses, registrations, certifications, or permits.Business Tax requirements are subject to legislative change. o REPORT ALL CHANGES: The holder of this Business Tax Receipt is required to report a change in the following: Ownership, Business Location, Mailing Address, or any other information that would alter the status of the current year's taxes. This includes, but is not limited to, the loss of or a change in a State License which was used to qualify for the business activity and/or occupation identified on the purrent County Business Tax Receipt. If you have any changes to report, contact the Business Tax Department at 407-665-7636. FREEDOM FIRE PROTECTION OF CENTRAL FLORIDA INC 601 CENTRAL PARK DR SANFORD, FL 32771 Country Services Building Casselberry Office Oak Grove Shoppes ShelMar Prof' l Building Commons at Primera 1101 E First Street 104 Wilshire Blvd. Unit 1000 995 N SR 434 Suite 505 1490 Swanson Dr #100 845 Primera Blvd Sanford, FL 32771 Casselberry, FL 32707 Altamonte Springs, FL 32714 Oviedo, FL 32765 Lake Mary, FL 32746 Page 1 of 1 RD CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 08/18/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER r Willis of Florida, Inc. NTA T NAME: PHONE . 1-877-945-7378 FAX No). 1-888-467-2378 C/o 26 century Blvd B.O. Box 305191 Nashville, TN 372305191 USA E-MAILADDRESS: certificates®willis.com INSURERS AFFORDING COVERAGE NAICN INSURER A: Evanston Insurance Company 35378 INSURED Freedom Fire Protection of Central Florida, Inc. 601 Central Park Dr. INSURER B: National Indemnity Company of the South 42137 INSURERC: Navigators Insurance Company 42307 Sanford, FL 32771 INSURER D: INSURER E INSURER F : 1.Vvcrctivcv .. ,. .. ..,-.. .. .. _... _... - -------- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRRLT TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF IMMIDDfYYYY POLICY EXPMMIDD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 11000,000 CLAIMS -MADE F_x1 OCCUR PREMISES (Ea occurrence) 100,000 A XCU 3C42223 08/15/2017 08/15/2018 X MED EXP (Any one per S _ 5,000 X Contractual Liab. PERSONAL &ADV INJURY f 1,.000, 000 GEN'L AGGREGATE LIMIT APPUES PER: POLICY PRO a LOC GENERAL AGGREGATE 21000,000 i PRODUCTS -COMP/OP AGG 2,000,000 f OTHER: AUTOMOBILE LIABILITY COMBINEDSINGLE LIMIT a accident f 1,000,000 BODILY INJURY (Per person) f - ANY AUTO BODILY INJURY (Per accident) S B OWNEDONLV X SCHEDULED AUTOSAUTOSHIRED X NON-OWNED XAUTOSONLYONEDY74APBOO1893 06/07/2017 06/07/2018 PROPERTY DAMAGE Per accident f S C X MBRELLALIAS ESS LIAR DXECX OCCUR CLAIMS - MADE NY17EXC9137471C 08/15/2017 08/15/2018 EACHOCCURRENCE 51000,000 AGGREGATE f 51000,000 f D RETENTION $PER WORKERS COMPENSATION STATUTE ERH E. L. EACH ACCIDENT ANDEMPLOYERS' LIABILITY YIN ANYPROPRIETORIPARTNEWEXECUTIVE NIA E. L.-DISEASE - EA EMPLOYEE S OFFICER/MEMBER EXCLUDED? Mandatory In NH) If yyes, describe under DESCRIPTION OF OPERATIONS below E. L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES (ACORD iOl, Additional Remarks Schedule, may be attached if more space Is required) I ICity of Sanford Building Department 300 N Park Ave Sanford, FL 32771 ACORD 25 (2016/03) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. REPRESENTATIVE 1988- 2015 ACORD CORPORATION. All rights reserved The ACORD name and logo are registered marks of ACORD sa ID, 14959702 BATCH, 420558 CERTIFICATE OF LIABILITY INSURANCE 06/24/17 ' DAT THIS CERTIFICATE IS ISSUED AS A MATTER OF -INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER Aon Risk SerAces. Ineof Florida CONTACTNAME:. Aon Risk Services, Inc of Florida No Ext : 800-743-8130 AICAIC Not: 800-522-75141001BrickedBayDrive, SUte#1100 Miami. FL 33131.4937 ADDRESS: ADP.COI.Center Aon.com INSURER(S) AFFORDING COVERAGE NAIL # INSURER A : Insurance Company of the State of PA 19429 INSURED Freedom Fire Protection of Central Florida Inc INSURERS: INSURER C : So Central Park Drive. Sanford, FL 32771 INSURER D : INSURER E : INSURER F : Cr1VFRAGFS CFHTIFICATF NIIMRFR• 1Add1n5 RFVISI(7N Nt1M(itK: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LIMITS SHOWN ARE AS REQUESTED, INSR LTR TYPE OF INSURANCE ADDL INSR SUER WVD POLICY NUMBER POLICY EFF MWDDIYYYY POLICY EXP MWDDIYYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE CLAIMS -MADE OCCUR PREMSES Eeoccanence MED EXP (Any oneperson)E PERSONAL 8 ADV INJURY Sr GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE PRODUCTS'- COMPiOP AGOPOLICYOPROJECT LOC OTHER AUTOMOBILE LIABILITY ciEaaccident) S BODILY INJURY Perperson)SANYAUTO BODILY INJURY Per accident OWNED SCHEDULED AUTOS ONLY AUTOS PROPERTY DAMAGE Per accident HIRED NON -OWNED AUTOS ONLY AUTOS ONLY a UMBRELLA LIAO OCCUR EACH OCCURRENCE S AGGREGATEEXCESSLIARCLAIMS -MADE DEC I I RETENTION S A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNERIEXECUTNE OFFICER/MEMBER EXCLUDED? Mandatory In NH) NIA WC 026160126 FL 711/2017 7/1/2018 X PER 0 H. STATUTE I I ER E.L EACH ACCIDENT S 2,000.000 E.L. DISEASE - EA EMPLOYEE 2,000,000 E.L. DISEASE - POLICY LIMIT 2,000.000Ifyes, describe under DESCRIPTION OFOPERATIONSbelow DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached I( more space Is required) Minimum Premium Policy _ Minimum Premium Policy rrn arc unr nEm CANCPI I ATIAN City of Sanford Building Department 30D N Park Ave Sanford, FL 32771 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE FJA 1 S G i?ata,r 01988- 2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: 5/Zr / PERMIT NUMBER: BUSINESS/PROJECT NAME: ADDRESS: 54.his vii, Stir /Z fl Z CONTACT NAME: PHONE: PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM alRESPRINKLER []HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES N0 TOTAL FEES: S Ord rREEDOM r rotect®on, of CENTRAL FLORIDA, Inc 601 Central Park Drive, Sanford, FL 32771 Phone: (407) 328-1663+Fax: (407) 328-4768 Fire Sprinkler System Material Data PROJECT: Strada Units 1 & 2 Buildout 3400 St. Johns Pkwy Sanford, FL 32771 FROM: Freedom Fire Protection of Central Florida, Inc. 601 Central Park Drive Sanford, Florida 32771 DATE: May 14, 2018 QUICK RESPONSE AUTOMATIC SPRINKLERS GL, SERIES UPRIGHT • PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Quick Response GIL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greatly increased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb.expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. TECHNICAL DATA See reverse side for Approvals and Specifications. Temperature Ratings- 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141 °C) Water Working Pressure Rating - 175 psi (12 Bars) Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is -670F (-55°C) Frame - bronze • Deflector - brass • Screw - brass Lodgement Wire - stainless steel • Bulb seat - copper • Spring - nickel alloy • Seal - teflon Bulb - glass with alcohol based solution, 3mm size SPRINKLER TEMPERATURE RATING/CLASSIFIC) CLASSIFICATION I AVAILABLE SPRINKLER TEMPERATURES ORDINARY INTERMEDIATE HIGH BULB COLOR QUICK RESPONSE UPRIGHT CONVENTIONAL PENDENT VERTICAL SIDEWALL ee N and COLOR CODING TN.F.P.A. MAXIMUM EILING TEMPERATURE YELLOW/GREEN BLUE 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 • FAX989-846-9231 JULY 2012 A-20 BULLETIN GL5615, REV. #9 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT, PENDENT • VERTICAL SIDEWALL HORIZONTAL SIDEWALL, CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL °'K°° FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7cm) Factory Bronze 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7cm) Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7cm) White Polyester' 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7cm) Black Polyester23 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2cm) METRIC CONVERSIONS ARE APPROXIMATE. HORIZONTAL SIDEWALL IS 2 9/16-. 2 FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS SIN K 135°F 155•F 175°F 200T 286°f cULus FM LPC CE NYC - DOB STYLE MODEL FACTOR HAZARD 57°C 68°C 79'C 93'C 141°C MEA 101-92-E GL2815 2.8 LH X X X X X X X X GL4215 4.2 LH X X X X X X X UPRIGHT GL5615 5.6 LWOH X X X X X X X X X X GL8115 7.8• LH/OH X X X X X X X GL8118 8A LH/OH X X X X X X X X GL2801 2.8 LH X X X X X X X GL4201 4.2 LH X X X X X X rx X PENDENT GL5601 5.6 LWOH X X X X X X X X X X GL8101 7.8° LHIOH X X X X X X X GL8106 8.1 LWOH X X X X X X X' X X VERTICAL GL5632 5.6 LH X X X X X X X SIDEWALLt GL8133 8.1 LH X X X X I X X GL2826 § 2.8 LH X X X X X X X X GL4226 § 4.2 LH X X X X X X XHORIZONTALGL5626 § 5.6 LH/OH X X X X X X X S8)EWALL GL5627o 5.6 LWOH X X X X X X X GL8127 § 8.1 LH/OH X X X X X X rC—OWENTIONALI GL5624 5.6 LWOH X X X X X X X X OLD STYLE) GL8125 8.1 LWOH X X X X X 1SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. HORIZONTAL SIDEWALL cULUs LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING. FM APPROVED 4" TO 6" BELOW THE CEILING. INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. DENT VERTICAL SIDEWALL --UL- s LISTED FOR a' MIN SPAC NG 1UPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING. OR ORDINARY HAZARD LH: LIGHT HAZARD 1/2" NPT ORDERING INFORMATION SPECIFY Quantity • Model Number • Style Orifice • Thread Sizes • Temperature Finishes desired Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (L.O.) low - Ismt0, 4 f1i 5>'1 1N1 L't iri nr oa JUNE2012 GLOBE' PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH. MICHIGAN 48658 989-846-4583 1-800-248-0278 PRINTED U,S.A. FAX 989-846-9231 www.globesprinkler.com BULLETIN GL5615, REV. #9 FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer of quality pipe products. Our Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada)., even though these products do not require separate approvals and listings. Bull Moose Tube made the decision to have them approved and listed for your peace of mind. Our Sch. 10 and Sch. 40 have been through the same rigorous testing as our other fine pipe products. Schedule 10 Pipe Schedule 40 Pipe Bull Moose Tube's Sch. 10 and Sch. 40 pipes are made to ASTM A135 and ASTM A795. These products are typically supplied with our protective coating but can be supplied without the coating so they can be hot -dip galvanized to meet FM requirements for use in dry systems in accordance with the zinc coating specifications of ASTM A795 or ASTM A53. All Schedule 10 and Schedule 40 pipe has a pressure rating of 300 PSI. PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak -tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips,.grease, and rust must be removed prior to installation. Failure to take these Important steps may result in Improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. may.. .,.. ,-........ _. . .: .. ,. .:.. ..,,. r.; ..:. .... ... r • tr-. ti« .._ Clarkson Road For additional information, Chesterfield, MO 63017Chesterfield, contact your salesperson C II BULL MOOSE TU6e COIVUIANY (800) 325-4467 FAX: (636) 537-2645 today at (800) 325-4467 or 636) 537-2600 in the USA, usTED < www.bullmoosetube.com or from Canada M Acompany e-mail: sales(a bullmoosetube.com call (800) 882 4666 APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and Without incurring obligation. 12/09 SRF/RN"L' DUCTILE IRON THREADED FITTINGS FIG. 3205 Straight Tee 9 IEI W 41si-ql Y Nominal SRe Maximum Dimension A Approx. Wt. Each Working Pressure• ln ` ) PSh1kPa'4t ' n 1 S00 1.S0 0.85 25 3450 38.10 0.39 1 Vl 500 1.75 1.22 32 3450 44.45 0.55 I S00 1.94 1.55 40 3450 49.27 0.70 2 S00 2.25 2.45 50 1 3450 1 57. ilk i. I i Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit onvilind.com or contact your local Anvil Representative. SPF/DI-1.15 IWIL L YL US <FM> LIVED APPROVED tirge/Appm . Detail uW UnLell ne. our..bell. el vmw.amifn'Y.can a ad an MWP Sales Represenlalrve. Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strengtts than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand light, but no more than four turns. SPF/RNVIL' DUCTILE IRON THREADED FITTINGS FIG. 3201 90` Elbow cz o 900 ELBOW Nominal Size Maximum Dimension A Approx. Wt. Each Working Pressure 1 500 1.50 0.62 Zo 3450 38.10 0.28 1 /t 500 1.75 0.90 32 1 3451 44.45 1141 1'/2 500 1.94 1.20 40 3450 49.276 54 2 500 2.25 1.85 50 3450 57.15 0.84 Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilind.com or contod your local Anvil Representative. SPF/DI-1.15 AwIL TED APPROVED AV" : Detah and UTAalgna, baaa at nww.antiMtl.com or t MNP Sakt Rapnaanlaeva. g MATERIAL` `SPECIFICATIONS'. Dimensions: ASME B 16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC listed and FM Approved.. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. A r vvown own raav aaarr aatr yv-.u arr Pk5r ° ` Product 5ubmitt f§ y 3, 4ak`i "`aF f , . y 3 s t s ffi - ` "• f>e*7 'Y3 xx L , 2•tpp xa a .. gs a t • F-b} Ks+ter P tA iY r g ' atkore ,. i rryr,. • '. t x, Te\V-nl t WW.r'kt,-. 5, .i: r`•a " 7`K ,"' rC 4 k tird"v' F Y,a 4.»` ;u R¢ d F.#r. e 6,..A 4 'S, Y .& p e t^"u. rc T`j..:-:zr.,..kj`',` s w n,i -,'r ". r,, " f`'';^ • '''`"+' J'" Ii: -' kx`,RSp.•'; a S "% A'" r?:^k'"4`°r, rF-1-,.: v. ct€'S° r',iT'. "F +7.rh3" , a Sri-`°.,. s ,. 9 T Ms S."%'Sfil w,r,....p.m,.: , 1+ { .:•"dJZ A'.illArtiyUN3DE11D`U4lQ xa, fF,ji t.. kd' },.t'iJ S'` A'r',.i ny sh tf 4' r"t..., isu. v k.. ems`. 3.. h" bTl f ym ki INlE1&;OUTI FT;t$IZI r _ NUhI BER 0190. R •`» HOSEMAXIhIUME4UYAIEr Y MODEL' LENGTNNCH (mm)'i CHr 6 DEGREE BkNDS iUNB` flAIDED a F ,3, sc asp y a.: r LENGTRtO(•SCH DIAM:ETERsP(PE lr12 Fj r=r w 4„[ , , NPy% i 9 40 NrC 1 ., R, , r SFN28H 1 x V2 28" (700mm) 2 22 1 ? , k r SFN28T 1 V4 x28" (700mm) 2 28_ t SFN40H 1 x 0 40" (1000mm) 3 39 SFN40T 1x3/4 40" (1000mm) 3 54 r f SFN48H i x V2 48" (1200mm) 3 56 SFN48T 1 x 314 48" (1200mm) 3 63 SFN59H 1 x 1/2 59" (1500mm) 3 59 # SFN59T 1 x 3 4 59" (1500mm) 3 74 ARRM FN71H i x 1/2 71" (.1800mm) 3 4. A 67ggpqNg- ggSFN71T1x3A71 (1800mm) 3 74 lJnbtardeciR 5i s SENiode tarei ibraiiie r es os s are tJLa sted ,,~„,u-_ SEBrrio dels rexbra dam"w a, - ; F, - w c Oggr .'• ri 3+ .'. k*, -w: --' 1 dT: i r ''3,-"' p s xt 'Y j- .d ek "p, l3-{ h 1F:x`-x ' d iS,. '4^ . Ze<,rt'•3t'3 APPR UED y".' r:..d ;+°+* z'E. "-"3" off,. - .+i ^- i'9"xW 0.y}r7!S'' :Y25 N ' i r t'iX wBRAIDEDar HDSEFM NDULLISTED r 4 n` Pk M„ UL,, RA, i0b HD3E,MAXI MUM a,- y s. r s,., ter: E;,u m. LENf1TH I ICH t,." 3yEDU14ALF NT LERGTHOF f k, g r a" FMRAf-..,9,,:,..''; z N[U EAUIYALE1rT;'a„n` g US Ih)CHOIAMEERPIPE GHAO1fNGH 1 WNPTINCH#t NEGREEBEI N ? DEGREEB'END3F LKGTN-0 UTAMETEt>' lP(C 100)}hT ai . y KR SFB28H 1 x 1/2 28" (700mm) 24j 22 1 46.4 c kl SF628T 1 x 3/4 28" (700mm) 2 28 1 39.1 1 £' SFB40H 1 x W 40" (1000mm) 3 39 1 53.9 T r Wig s SFB40T 1 x 314 40" (1000mm) 3 54 1 45.3r1` f wrySFB48H1x1/2 48" (1200mm) 3 56 2 73.4Nit SFB48T1x3/4 48" (1200mm) 3 63 2 64.3 y 1 SFB59H 1 x V2 59" (1500mm) 3 59 3 89.9 a} 1 U. SFB59T 1 x3J4 59" (1500mm) 3 74 3 86.5 SF871H 1 x 1/2 71" (1800mm) 3 67 4 112.8gat FSFB71T 1 x 34 71",(1800mm) 3 74 4 104.9 1 BRAIDED QSE11 0 fIPP THEBIIJ! r d6ek iIhs` AC 0EzJ S" ^" ".. ,"'" ` p+S ' ` : F' d"'4 „.r, `ta'.c.:r, `' - .z`f f' b 53^3 " Ss'iLB)t cs^'v-a wzi'F4 a 'f «a,3 ai r S` 4r`I, eav- t Ip -"3 S"•G ,`"'M 2'' egLrx A :H a.: t'$1t f''".a '";kkt'-€a. 'I;fp z1_ I.r x^ r . ;y ; s,;, Y`.. F"k v. 3a; ... ar.. r a 4f' i',,"'K Nl °` cl Z' a ft"'`S'+3A Y3 R.,.' 1 3..aa',{ L,, t*f.'tN at %i finrY1a3. t1F F1 pAID H$ JL t ,may j".ayV 1.FM i •i-'S+;? a, .,.4„o.a%*`?nP*` " ry* `Y "*'we '' x Cp-'Vn n - of A e, p i 4g a I,E !fTi LENGT IINCd m alU BED R°.: 90,rr,r a ! .-"_ PFy80i, UMDEs.. F`p 3 ARAM. L h n;.. iI•r3§'" 34 7s+ NPiINCH r k1,. R'"" '' ''``,,..'^ i z xl b: 3Si^' t 5 4- t'+ N:., . ,. I,EI G'T'HOFSCN4IINCHi DOER6PDEN'DS UEGflE 'BFNOS,ti 7 :b d +. 'a:;r fka"h Y fT r 4 vt r. F?;i k _ I.:E"'...,'..-. SFB26H E 1 1/2 z r•:. w¢..^.-=T, 28" n` k. Sze. `k5 wIf y;°R " 1 s.,....`# M' r .a,,..w t,...w,.': f,.... .DIAN E'fERPIPE(G-120) 2 48.4 i i i a t a(" x 700mm) 1 SF828T - E 1 x 3 4 28" (700mm) 2 1 41.1 c SFB40H- E 1 x 1/2 40" (1000mm) 3 1 55.9 q^ ON Pfi,§SFB40T-E 1 xN 40" (1000mm) 3 1 47.3s} SFB48H - E 1 x 1/2 48" (1200inm) 3 2 75.4 SFB48T - E 1 x 3/4 48" (1200mm) 3 2 66.3 t w( t .1 a SFB59H - E 1 x 1/2 59" (1500mm) 3 3 91.9 I rs j v SFB59T - E 1 x 3/4 59" (1500mm) 3 3 88.5 r? (, SFB71H-E 1 x 1/2 71" (1800mm) 3 4 114.8 SFB71T- E 1 x V4 71" (1800mm) 3 4 106.9 f W. . : P is4 S'z':....s Jb.. ve+N`i".RR`i r '.' iA,m.rn;.si.:..we:.+bets..:! tY- ,. eti.A ., 3E. +n- 4 .c:n i 5; .,Y tS.e:H a4« , ., r.. a,.... .e, x 9.m .L ,4' .,.:L...a`R a.S:._+,.. es4ia x cb.'. 3+r i'J[s .rc 5 •E Threaded Mechanical Branch Tee SPF/RNVIL" Thy MT-90 mechanical tee serves the some function as the MT-1 and MT-8, but uses a steel electro-plated u-bolt to save space for easier installation in tight places. The MT-90 is ideal for direct connections with sprinkler heads and drop nipples. For the latest UL/ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.anvilintl.com or contact your local Anvil Representative. may MATER'IALXSPECIFICATIONS k HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 U-BOLT & NUTS: U-bolt is carbon steel SAE J429 Gr. 2, zinc plated complete with hex flanged lock nuts conforming to ASTM A-563 Gr. A or B of SAE J995 Gr. 2. THREADS: BSPT pipe thread ANVIL c &us <Fm> OLPM VdS LISTED APPROVED For Listings/Approval Details and Limitations, visit our website at anvilinOmm or contact an Anvil' Sales Representative. COATINGS: Zinc Electroplated Other available options: Example: RAL3000 or RAL9000 Series GASKETS: Materials Properties as designated in accordance with ASTM D-2000. Grade "E" EPDM (Green color code) 40eF to 230°F (Service Temperature Range)(-40eC to 1 10eC) Recommended for water service, diluted acids, alkalies solutions, oil -free air and many chemical services not involving hydrocarbons, oils or gases. NOT FOR USE WITH HYDROCARBONS. FP-4.12 SPF/RNVIL Threaded Mechanical Branch Tee T Hole Dimensions Max. Dimensions Approx. Nominal PiPipe Working Wt. Ea. T Size O.D. Min. Diameter Max. Diameter Pressured A B C Take-out In.IDN(1/2ml 1.660z0.840 a, 11 alriP/1mm K In13100 ar a 2'/e 31/2 2'/4 11/8 lbs K - 0.8 3771'2 42.4 L':!,. 30 13 10./ 44 89 r,42 r).? 1'A X 3/4 1.660 x 1.050 13/16 1 S/16 300 21/8 31/2 2'/4 11/8 0.8 32X 19 42.,.e..26... 30 33 OJ 54 89 5/ 42 4 1'/4 x i 1.660 x 1.315 11/16 1'/16 300 21/4 31/2 21/4 1 s/8 1.1 11/2(XA1h 1.900 x 0.840 13/16 l V116 300 2'/4 31/2 2'/4 13/4 0.8 31 11/2 X 3/4 1.900 x 1.050 11/16 1 V116 300 2'/4 31/2 21/4 13/4 0.9 1 1/2 x 1 1.900 z 1.315 13/16 1 V16 300 23/a 31/2 21/4 13/4 1.1 2 x'/2 2.375 x 0.840 1V3/16 16/16 300 21/2 31/4 2'/4 2 0.9 33 1.J 9 1 2rx 3/4 2.375 x 1.050 13 6 16/I6 300 2'/2 33/4 21/42 0.9 2 x 1 2.375 x 1.315 13/16 1Y16 300 26/8 33/4 21/4 2 1.1 3 O.D. z'/2 2.996 x 0.840 13/16 l s/16 300 21/8 41/4 21/4 23/8 0.9 3O.DzX1/4 2.996x1.050 1Y116 1V16 300 22/8 41/4 2'/4 2% 0.9 6.%xZG., 3CI 33 r 3 i08 2 A 3 O.D. z 1 2.996 X 1.315 13/I6 1s/16 300 3 41/4 21/4 2'/4 1.1 Z 45.tx31 033 Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, FM, VdS and LPCB pressure ratings versus pipe schedule, please visit onvilintl.com or contact your local Anvil Representative. A WARNING Note: Tighten nuts alternately to a recommended torque of 18-22 h.-Ibs. (25-30 Nm) on pipe wall less than schedule 10 (Din 2440) For dry pipe systems and freezer applications or 23-27 h.-Ibs. (31-37 Nm) on pipe walls schedule 10 (DIN 2440) and above. lubrication of the gasket is required, Gruvlok® Xtreme— lubricant is required. FP-4.12 Material: Steel Tensile Strength: 58,000 psi Yield Strength: 36,000 psi u ' 0502506PL 1/4' 6' 2401b 1750u Fr u htikr hrlra ai,, I r ,> 3 rx aa a' s.; a°' 1 ik#1R ,Mc t`tur""•.z.-s.. a.-, ti.. 0502512PL 1/4' 12' 2401b I"S:P AINNER, S.«.1 imTh Y".4`•. s?$3 J 4".,.i.:%1Tt?r n t-.•:I.ZS4.tx vk fn '-. 0503710PL 3/8 10' 6101b fit" G e F e-', MA t. ' Ea.t'd":a tim"w p OS05006PL 1/2' 6' 1,1301b x` x INL :...sax uk.. , .' .s x 0505012 PL 1 /2' 12' 1,130 Ib yw•r" "". ' A t F 1 Tti ' is *'! k R -.1 4 - S r..'1`.h'14H''Ctyt . x6; a ew a `, 4.13.1m, M t e^r _k .(A+'. ._ _•} 0506210PL 5/8, 10, 1,8101b q 6 , r t" 9 , v'''a-`j` k. t3 r 0Z M, "'i .iv, s.4 , NO 0507506PL 3/4" 6' 2,7101b 7it: 0507512PL 3/4- 12, 1,7101b l P 0508710PL 7/8" 10, 3,7701b f0 L + s %kR yI T0 1sy4fi''_t,!Y8r'"e,..,i-s=fitkk.`«.4 .WINE, N dse 0501010PL 1" 10' 4,7701b 0502506EG 1/4" 6' 2401b T— - ^z9 0502512EG 1/4" 12' 2401b S ia ... a b`'.x 7 7 " «.. k Uc Y jij b. . .q 0503710EG 3/8" 10' 6101b scR1133" 6' 1,130lb I . .,i4+3'u:.' ._,fir ,?."irk.. 0505006EG SIMMONS' sr'4!. 1/2" 0505012EG 1/2" 12' 1,130lb NSA—ffid,`t1',•1.t v.',x`2E.0.$'.`.z..t, jL4>xv a`4m w,+ iSY P„'>1'Yl 0 r alf 0506210EG 5/88" 10, 1;810lb AVON2}i?. ;id'.,iv,.^, rzX ^3Y`k 0507506EG ra <+ta r,.,c,r,5..i`/x1.x. 3 a';,i?•a,.-.k'.... 3/4' i:9,.:..n'tc+v:..x 4`4, a.vr z e;?d..'3 .. i,.,Sv?.k:§ 2,710 lb 1 1C'. 't c U.a,5, P $,-.'x,,q, Q.4 ,!`L } j, }: _ Af . "k° .f. `•s. 4.$..,.v.tt 0507512EG k 4 IkZ-a' f''r%;i43/f453''FF.§. tiS1<i', „Gw.:B'o?,,;vJfUS s ca.. ,H e..a.t-' 3/4' 6'' Y'j}`"y'-k` F 1s S3 PN+ H-' ..¢., ti.9., ..R iMw:.... c,.u"....,,,. Yc tt ..+.. 12, gq: 1xi ytl,T pwniknbi`,.^.,- u4r 1 ', 2,710lb r #.; k Asa %h.. 'G A.7"•"_-'." %,d'&a::alfif ., Wo-+.'E:..,°,S*..-4 ,ram _.,...+ .r.ervE.rt U.c 1 rt r. .#*,+,"cif 3•"',i.#'u f':T,a.7" i' T 0508710EG 7/8" 10, 3,770 lb S 4.'k`.. i71 3i,•k R Sd 4^5A I c i ,'s.•+s'/.'1•.. Y.i..t = d. 37. Z s"" 0501010EG 1'. 10, 4,770.1b Load based on Max. 650 degrees F. WARNING ERICO products shall be installed and used only as indicated in ERICO's product instruction sheets and training materials. Instruction sheets are available at www.erico.com and from your ERICO customer service representative. Improper installation, misuse, misapplication or other failure to completely follow ERICO's instructions and warnings may cause product malfunction, property damage, serious bodily injury and death. Copyright m 2015 ERICO International Corporation. All rights reserved. CADDY, CADWELD, CRITEC, ERICO, ERIFLEX, ERITECH, and LENTON are registered trademarks of ERICO International Corporation. a ERICOO Conforms with Federal Specification WW-H-171 (Type 23), Manufacturers Standardization Society ANSI®/MSS-SP-58 (Type 19 and 23) ro I i--RS If2IGI Material: Steel C UL US FM u•Inovlo Pf°aSa wl,t$ L•4« i wc t'' do EG. f S t S i""?a.. d aa, y4 t,:d' 'M Flnishh Plain * r r .+ a +x Su is {i, ' "i' y•P Y t :i itv; pf r 5 q Lr, €IC-` nx r vw vex.. , fr a 1>v e _ 1 11161 s 1111 Fimsh Elettrogalvaoized t.< 4+M. -.. Yr a 1C., .s`i1>C9_,.. r' a t i_ .if..a". i i.,6 a 'c _ MOM Setscrew must be tightened and torqued onto the sloped side of the I-beam. Recognizing that torque wrenches are generally not used or available on many job sites, the setscrew should be tightened so it contacts the I-beam and then an additional-1/4 to 1/2 turn added. ANSI is a registered trademark of American National Standards Institute. FM is a registered certification mark of FM Approvals LLC, LTD. UL, UR, cUL, cUR, cULus and cURus are registered certification marks of UL U.C. WARNING ERICO products shall be installed and used only as indicated in ERICO's product instruction sheets and training materials. Instruction sheets are available at www.efico.com and from your ERICO customer service representative. Improper installation, misuse, misapplication or other failure to completely follow ERICO's instructions and warnings may cause product malfunction, property damage, serious bodily injury and death. Copyright O 2015 ERICO International Corporation. All rights reserved. CADDY, CADWELD, CRITEC, ERICO, ERIFLEX, ERITECH, and LENTON are registered trademarks of ERICO International Corporation. 11 ERICO' Revision Response to Comments [i Permit # 3 Project Address:w- Contact: Ph:_ Email: Trades encompassed in revision: Building 14'Vilumbing electrical U]"M-echanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building City of Sa ford Building & Fire Prevention Div ionPh: 407.688.5150 Fax: 407.688. 152 Email: building@sanfordn.gov Submittal Date Fax: D General description of revision: ROUTING INFORMATION Approvals CITY OF SANFORD FIRE DE ARTME-NT Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: 3400 St. Johns Pkwy Suite 1020 Historic District Yes N 0 Parcel ID: 26-19-30-5AE-2900-0000 Type of Work: New{ I Addition) I Alte of Work: o Residential Commercial 0 Repair Demo Change of Useo Move El Plan Review C"dntaclt Person: Nicole Fusco Phone: 877-906-1113 ex 1257 Fax: 407-585-1002 Name J & K SANFORD LLC Street: 3400 ST JOHNS PKWY City, State Zip: Sanford, FL 32771 Title: Comm. admin Email: Commercial@stradaelectric.com Property Owner Information Phone: Resident of property? : NO Contractor Information Name Strada Electric & Security, Inc. Street: 3400 St. Johns Pkwy. City, State Zip: Sanford FL 32771 Name: Street: City, St, Zip: Bonding Company: Address: Phone: 877-906-1113 Fax; 407-585-1002 State License No.: EC13003715 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 OFCOMMENCEMENT, 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 constructioninthisjurisdiction, 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: 6m Edition (2017) Florida Building Code Revised: January I, 2018 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. rr t Samantha 5adlo,John NOTARY PtiSUC r STATE OF FLORIDA CMWV GGW5241 Owner/Agent is—Z&rsona) ff1!&MMe or Produced ID Type of ID Signatur Contractor/Age Date Pri Contractor/A nt's ame Voy I I V Signature of Notary -State of Florida Date 4 Samantha SadWOMt NOTARY PUSUC STATE OF FLORIDA Comm* C405241 s ° Exp}rt3s 3/21/2021 Contractdr/Agent is Personally Known to 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 APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2019 Permit Application Job Addre CITY OF SANFORD OUILLJIIYV O[ virxr_ r_r[C V CIY 11%J1Y LutePERMIT APPLICATION J Application No: Documented Construction Value: $ Historic District: Yes N* Parcel ID:AQ_ m Residential Commercial; Type of Work: Nev. -itidition Alterations Repair Demo Change of Use Move Description of Work: Plan Review Contact Person:— Title: Phone: 1®i `q ` K 'W lq Fax: Emai1:T(&FjC)E j *-, Sbrts Property Owner Information l CDlY1 Name LI-c-, jStreet:Q lc ne_TAMO- %d1 City, State Zip: Lal d MILK, l R Phone: Resident of property? : j Contractor Information M LI-M g4g'C0b O/ Name L t , PhoneC: Street: #3 1 Fax: 1?, A _ aos — V0 City, State Zip: 9,ctan F]t - State License No.:l— I.J j Name: U Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: 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, goals, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 10.5.3 Shall he inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application or , 'i 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 Print Owner/Agent's Name Date Signature ol'Notary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of I Ry,0 " JODI-LEE HARRISON Notary Public - State of'Florida c My Comm. Expires Oct 21, 2018 Commission * FF 171848 Bonded through National Notary Assn Contractor/Agent is ik— Iyersonl Produced ID TType 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: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE 1`171t BUILDING: <<— Revised: June 30, 2015 Pennit Application DATE: 10/ 16/20 l 8 PROJECT NAME: OMEGA Medical Office Build -Out PROJECT ADDRESS: 3400 St John's Parkway Sanford, FL 32771 1, Todd A Bengtson, license # EF20001201, Hereinafter referred to as the "License Holder, " the President of Florida Safety Systems, LLC hereinafter referred to as the "Company", hereby appoint the following person as Attorney -in -Fact of the License Holder / Company, i order to (a) sign and submit building applications, (b) obtain building permits, and (c) obtain the certificate of occupancy from the: City of Sanford on behalf of the License Holder / Company: Appointed Person: Jodi Bengtson LICENSE HOLDER Signature: Print Name: ITodd BengtiVon Title: jPresident The foregoing instrument was acknowledged before me on 10/16/2018 by ITodd Bengtson the President of Florida Safety Systems, L.LC, a Florida corporation, on behalf of the corporation. He/She: Personally know to me Q Choice 1 Has Produced Identification 0 Choice 2 As identified and who did not take oath. Notary Public: My Commission Expires: M/27/2018 Identification Produced: JODI LEE HARRISON tary Public - State of Florida M Comm. Expires Oct 21. 2018 Commission # FF 111848 Bonded through National Notary Assn. Page 1 of 2 Providing Safety & Solutions" State License # 20001201 Proposal Number: 1.8 — 0011.2 Proposal Date: October 10, 2018 Customer: David Cox Construction Property Location: 3400 St Johns Parkway Sanford, FL 32771, Work Description: Fire Alarm Installation 1.0 SCOPE OF WORK Florida Safety Systems will install one complete fire alarm system located at the referenced address. 2.0 NOT INCLUDED Electricity to fire panel. 3.0 PROPOSAL PRICE Material and Labor............................................................... $4 500.00 The above price is firm for thirty days from the date of this quotation. Purchase orders or contracts received after twenty (20) days will be subject to review and possible adjustment in price and/or delivery. The above pricing does not include any applicable sales tax. 4.0 PAYMENT TERMS Customer will be invoiced 75% upon receiving permit. Customer will be invoiced remaining balance upon final inspection. Florida Safety Systems, U.0 522 Hunt Club Blvd, #372 Apopka, Ft. 32703 Phone: (.407) 948-0079 ', Fax: (888) 869-20-59 Page 1 of 1 Providing Safety & Solutions" October 15, 2018 City of Sanford 300 N. Park Ave Sanford, FL 327.11 RE: Fire Alarm Submittal Package Omega Medical Office Build -Out 3400 St. John's Parkway Sanford, Florida 32771 Plans Examiner; Florida Safety Systems has been contracted to install a new fire alarm system in a new build out of an existing commercial building. This location will also have a fire sprinkler system installed by Freedom Fire Protection. This project will consist of the following components; Fire Alarm Control Panel. Annunciator at the front door. Pull Station at the front door. Heat Detector above the fire panel. Horn Strobes located throughout the first and second floors and the warehouse space. Monitoring of Flow Switch Lock Box at the Front Door The A/C units do not meet the CFM to require duct detectors. Monitoring will be by a NAPCO GSM Cellular transmitter. This will be monitored by a UL Listed Facility. If you have any questions please feel free to contact me. Sincerely, Todd Bengtson, 407-948-0079 Florida Safety Systems, LLC Florida Safety Systems, LLC 522 Hunt Club is"lvd. 4372 Al,opka, FL 32703 Phone: (407) 948-0079 1 Fax: (888) 869-2059 Page 2 of 2 5.0 CUSTOMER'S RESPONSIBILITIES ITEM NO. YES NO DISCRIPTION 1. X To provide a conduit Stub ups with pull strip at F/A Locations 2. X To provide and install back boxes with stub -ups 3. X To provide and install any necessary fire caulking or fire sleevin . 4. X To provide a raceway with pull string for any required underground raceway. 5. X To provide a common ground for sure protection equipment. 6. X When applicable to provide any necessary core drilling. 7. X To install fire alarm power supply back boxes. 8. X To provide termination cabinets as required. 9. X To provide electronic CAD file of the base building plan for the creation of engineered shop drawings. 10. X To provide a copy of the contract drawings with the engineer of records seal for permitting, unless the seal is provided by FSS as a separate option. IL X To provide 120 VAC as required. 12. X If a lift is required, customer to supply or a separate quote will be provided if desired. 13. X To provide a hard copy of the specifications and contract drawings used for bidding purpose, if awarded bid. 14. X Two (2) dedicated phone lines for the fire panel. 6.0 FSS WILL PROVIDE THE FOLLOWING DISCRIPTION YES / NO DISCRIPTION YES / NO Equipment Y Panel Back Boxes Y Engineered Shop Drawings Y- Functional Pre -Test Y Fire Inspector Test Y Programming Y Data Submittals Y Permit Y Wire / Materials Y Labor for Installation Y Taxes Y Florida PE Seal Y Lock Box Y 7.0 Florida Todd l SIGNED AND DATED LLC — D)l I (Iate Date Florida Safety Systems, LLC 522 Hunt Club Blvd, #372 Apopka, FL 32703 Phone: (407) 948-0079 * Fax: (888) 869-2059 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE -FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: l6l'-fig - PERMIT NUMBER: " 310 BUSINESS/PROJECT NAME: ADDRESS: 3 yw s Ms 0 , CONTACT NAME: PHONE: PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O M FIRE ALARM _ [ FIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES ONO TOTAL FEES: `7, GENESIS SERIES CABLE Description: 14 AWG 2/C SOL FPLP Compliance: UL Standard 1424; NEC Article 760 Construction: Conductor 14 AWG Solid Bare Copper No. of Conductors 2 Assembly Tubed jacket over twisted insulated conductors Insulation Type Plenum PVC Color Black, Red Thickness 0.007" nom. Diameter 0.078" nom. Lay Length 3.0" nom. Jacket Type Plenum PVC Color Red Thickness 0.015" nom. Diameter 0.182" nom. Legend (Ink Print) HONEYWELL 14 AWG 2/C (ETL) FPLP/CL2P 3038058 75C (RoHS) W/O# XXXXXX-XXX C(ETL) FT6 XXXXFT DEVICE/ZONE A B C D E F 1 2 3 4 5 6 7 8 9 Properties Temperature Rating 20 to 75 °C Operating Voltage 300 Volts max. Capacitance 27 pf/ft nom Impedance 54 Ohms nom. DC Resistance 2.5 Ohms/M' at 200C Flame Rating UL 910, CSA FT6 Page 1 of 1 1,, '" 'iE LiNYMMwsm Ij sFA&'dMMiMi- ;. Providing LuLety & Solutions" October 15, 2018 City of Sanford 300 N. Park Ave Sanford, FL 32711 RE: Fire Alarm Submittal Package Omega Medical Office Build -Out 3400 St. John's Parkway Sanford, Florida 32771 Plans Examiner; Florida Safety Systems has been contracted to install a new fire alarm system in a new build out of an existing commercial building. This location will also have a fire sprinkler system installed by Freedom Fire Protection. This project will consist of the following components; Fire Alarm Control Panel. Annunciator at the front door. Pull Station at the front door. Heat Detector above the fire panel. Horn Strobes located throughout the first and second floors and the warehouse space. Monitoring of Flow Switch Lock Box at the Front Door The A/C units do not meet the CFM to require duct detectors. Monitoring will be by a NAPCO GSM Cellular transmitter. This will be monitored by a UL Listed Facility. If you have any questions please feel free to contact me. Sincerely, Todd Bengtson, 407-948-0079 Florida Safety Systems, LLC Florida Safety `i;isteros., LLC 522 Hunt Club Blvd, #372 Apopka, Fl, 32703 Phone: (407) 948-0079 r Fax: (888) 869-2059 R DF-52416:D • A3-20 MS-5UD(E)/MS4,0UD(E) Series Five Zone Fire Alarm Control Panel Ten Zone Fire Alarm Control Panel General The MS-5UD-3(E) is a five -zone FACP (Fire Alarm Control Panel) and the MS-10UD-7(E) is a ten -zone FACP. These con- trol panels provide reliable fire signaling protection for small to medium-sized commercial, industrial, and institutional build- ings. Both panels include built-in communicators for Central Station Service and remote upload/download. Each of these FACPs is compatible with System Sensor's microprocessor -based i3 series detectors. These conventional smoke detectors can transmit a maintenance trouble signal to the FACP indicating the need for cleaning and a supervisory freeze" signal when the ambient temperature falls below the detector rating. Additionally, both the MS-5UD-3 and MS- 10UD-7 are compatible with conventional input devices such as two- and four -wire smoke detectors, pull stations, waterflow devices, tamper switches, and other normally -open contact devices. Refer to the Fire-Lite Device Compatibility Document for a complete listing of compatible devices. Outputs include four NACs (Notification Appliance Circuits), three programmable Form-C relays (factory programmed for Alarm, Trouble, and Supervisory) and 24 VDC special applica- tion resettable and nonresettable power outputs. The FACPs supervise all wiring, AC voltage, battery level and telephone line integrity. Activation of a compatible smoke detector or any normally - open fire alarm initiating device will activate audible and visual signaling devices, illuminate an indicating LED, sound the piezo sounder at the FACP, activate the communicator and FACP alarm relay, and operate an optional module used to notify a remote station or initiate an auxiliary control function. New options include a UL listed printer, PRN-6F and FireLite's IPDACT Internet Monitoring module. The FireWatch Series internet monitoring modules IPDACT-2 and IPDACT-2UD per- mit monitoring of alarm signals over the Internet saving the monthly cost of two telephone lines. Although not required, the secondary telephone line may be retained providing backup communication over the public switched telephone line. NOTE: The MS-5UD-3E and MS-10UD-7E offers the same fea- tures as the MS-5UD-3 and MS-10UD-7 but allow connection to 240 VAC. Unless otherwise specified, the information in this data sheet applies to both the 120 VAC and the 240 VAC versions of these panels. NOTE: For ULC-listed models, see DF-60440. Features Listed to UL Standard 864, 9th edition. Built-in DACT (Digital Alarm Communicator/Transmitter). Style B (Class B) IDC (Initiating Device Circuit) MS-5UD-3 - five IDCs. MS-10UD-7 - ten IDCs. Style Y (Class B) NAC (Notification Appliance Circuit) - spe- cial application power MS-5UD-3 - four NACs. MS-10UD-7 - four NACs. Notification Appliances may be programmed as Silence Inhibit. Auto -Silence. by Honeywell Strobe Synchronization for System Sensor, Wheelock, Gentex, Faraday, or Amseco devices- Selective Silence (horn -strobe mute). Temporal or Steady Signal. Silenceable or Nonsilenceable. Optional CAC-5X Style Z (Class A) Converter Module for NACs and IDCs (2 required for MS-10UD-7). Form-C Relays for Alarm, Trouble and Supervisory - Con- tact Ratings 2.0 A@ 30 VDC or 0.5 A @ 30 VAC (resistive). 3.0 A total system current for MS-5UD-3. 7.0 A total system current for MS-10UD-7. Optional Dress Panel DP-51050 Optional Trim Ring TR-CE for semi -flush mounting. 24 volt operation. Low AC voltage sense. Alarm Verification. PAS (Positive Alarm Sequence). Automatic battery trickle charger. Up to eight ANN-BUS annunciators: Optional 8 zone Relay Module ANN-RLY. Optional LED Annunciator Module ANN-LED, Optional Remote Annunciator ANN-80. Optional Remote Printer Gateway ANN-S/PG. Optional LED Annunciator Driver ANN-1/0. Optional 4XTMF module (conventional reverse polarity/city box transmitter). PROGRAMMING AND SOFTWARE: Can be programmed at the panel with no special software or additional equipment. Programmable Make/Break Ratio. Upload/Download (local or remote) of program and data via integral DACT. DF-524160 • 07/26/2010 — Pagel of 4 USER INTERFACE: Built-in DACT (Digital Alarm Comrnunicator/Transmitter). Integral 80-character LCD display with backlighting and keypad. Real-time clock/calendar with automatic daylight savings adjustments. ANN-BUS for connection to remote annunciators. Audible or silent walk test capabilities. Piezo sounder for alarm, trouble, and supervisory. Controls and Indicators LED INDICATORS FIRE ALARM (red) SUPERVISORY (yellow) TROUBLE (yellow) AC POWER (green) ALARM SILENCED (yellow) CONTROL BUTTONS ACKNOWLEDGE ALARM SILENCE SYSTEM RESET (lamp test) DRILL Terminal Blocks AC Power — T131: MS-5UD-3 (FLPS-3 Power Supply): 120 VAC, 50/60 HZ, 1.00 A. MS-5UD-3E (FLPS-3 Power Supply): 240 VAC, 50 HZ, 0.54 A. MS-10UD-7 (FLPS-7 Power Supply): 120 VAC, 50/60 HZ, 3.80 A. MS-10UD-7E (FLPS-7 Power Supply): 240 VAC, 50/60 HZ, 2.20 A. Wire size: minimum 14 AWG (2.00 mm2) with 600 V insulation. Supervised, nonpower-limited. Battery (sealed lead acid only) — J12: Maximum Charging Circuit - Normal Flat Charge: 27.6 VDC @ 1.4 A. Supervised, nonpower-limited. Maximum Charger Capacity: 18 AH battery for MS-5UD- 3(E), and 26 AH battery for MS-10UD-7(E). [Two 18 Ah bat- teries can be housed in the FACP cabinet. Larger batteries require separate battery box such as the BB-26 or BB-55.] f Dept 5.207" (13.23 cm) Top z r Door = 16.821" (42.73 cm)0 Backbox = 16.65" (42.29 cm) Left Side Door = 19,26" (48.92 cm) Backbox = 19.0" (48.26 cm) Bottom Cabinet Measurements Depth = 03.353 cm) Right Side Page 2 of 4 — DF-524160 • 07/26/2010 A Minimum Battery Size: 7 AH. Initiating Device Circuits — T134 (and TB 6 on MS-10UD-7 only). Alarm Zones 1 - 5 on TB 4 (MS-5UD-3 and MS-10UD-7). Alarm Zones 6 - 10 on TB6 (MS-10UD-7 only). Supervised and power -limited circuitry. Operation: All zones Style B (Class B). Normal Operating Voltage: Nominal 20 VDC. Alarm Current: 15 mA minimum. Short Circuit Current: 40 mA max. Maximum Loop Resistance: 100 ohms. End -of -Line Resistor: 4.71K ohm, 1/2 watt (P/N 71252 UL- listed). Standby Current: 2 mA. Refer to the Fire-Lite Device Compatibility Document for listed compatible devices. Notification Appliance Circuits — TB5 (and TB 7 on MS- 10UD-7 only): Four NACs Operation: Style Y (Class B) Special Application power Supervised and power -limited circuitry Normal Operating Voltage: Nominal 24 VDC Maximum Signaling Current: 3.0 A for MS-5UD-3, 2.5 A maximum per NAC; 7.0 A for MS-10UD-7(E), 3.0 A maxi- mum per NAC. End -of -Line Resistor: 4.71K ohm, 112 watt (Part #71252) Max. Wiring Voltage Drop: 2 VDC Refer to the Fire-Lite Device Compatibility Document for com- patible listed devices. Form C Relays — T68: Relay 1 (factory default programmed as Alarm Relay) Relay 2 (factory default programmed as fail-safe Trouble Relay) Relay 3 (factory default programmed as Supervisory Relay) Special Application Resettable Power — T139: Jumper selectable by JP31 for resettable or nonresettable power. Operating voltage: 24 VDC nominal. Maximum available current: 500 mA - appropriate for pow- ering four -wire smoke detectors. Power -limited circuit. Refer to the Fire-Lite Device Compatibility Document for listed compatible devices. Remote Sync Output - T62: Remote power supply synchro- nization output, only required for the MS-5UD-3. 24 VDC nom- inal special application power. Maximum current is 40 mA. End -of -Line Resistor: 4.71K ohm. Supervised and power -lim- ited circuit. Product Line Information MS-5UD-3: Five -zone, 24-volt Fire Alarm Control Panel includes backbox, FLPS-3 power supply, technical manual, and a frame & post operating instruction sheet). 120 VAC operation. MS-5UD-3E: Same as MS-5UD-3 except for 240 VAC opera- tion. MS-10UD-7: Ten -zone, 24-volt Fire Alarm Control Panel includes backbox, FLPS-7 power supply, technical manual, and a frame & post operating instruction sheet). MS-10UD-7E: Same as above with 240 VAC FLPS-7. IPDACT, IPDACT-2/2UD Internet Monitoring Module: Mounts in bottom of enclosure with optional mounting kit (PN IPBRKT). Connects to primary and secondary DACT tele- phone output ports for internet communications over customer provided ethernet internet connection. Requires compatible Teldat Visoralarm Central Station Receiver. Can use DHCP or static IP. (See data sheet DF-60407 for more information.) IPBRKT: Mounting kit for IPDACT in common enclosure. IPSPLT: Y Adaptor option to allow connection of both panel dialer outputs to one cable input to IPDACT (sold separately). OPTIONAL MODULES CAC-5X: Optional (Class A) Converter Module. Converts Style B (Class B) Initiating Device Circuits to Style D (Class A); and Style Y (Class B) Notification Appliance Circuits to Style Z Class A). Connects to J2 on the MS-5UD-3 and MS-10UD- 7(E) main circuit board and to J7 on the MS-10UD-7(E). NOTE: Two Class A Converter Modules are required for the ten - zone panel. 4XTMF: Transmitter module. Provides a supervised output for local energy municipal box transmitter and alarm and trouble reverse polarity. Includes a disable switch and disable trouble LED. A module jumper option allows the reverse polarity circuit to open with a system trouble condition if no alarm conditions exists. Mounts to the main circuit board connectors J4 and J5. COMPATIBLE ANNUNCIATORS ANN-80: Remote LCD Annunciator. Mimics the information displayed on the FACP's LCD. Red. (For white, order: ANN- 80-W.) ANN-LED: LED Annunciator with three LEDs for each zone: Alarm, Trouble, and Supervisory. Mounts in the DP-51050(B) dress panel. Red. (For white, order ANN-LED-W.) ANN-BLED: LED Annunciator with three alarm (red) indica- tors for up to 30 input zones or addressable points. (Red. For white, order ANN-LED-W.) (See DF-60241). ANN-RLY: Relay module. Mounts inside the cabinet. Provides ten Form C relays. ANN-S/PG: Serial/parallel printer gateway. Provides a connec- tion for a serial or parallel printer. ANN-1/0: Driver module. Provides connections to a user -sup- plied graphic annunciator. ACCESSORIES DP-51050: Optional dress panel. Restricts access to the sys- tem wiring while allowing access to the membrane switch panel. BB-26: Battery backbox, holds up to two 25 AH batteries and CHG-75. BB-55: Battery backbox, holds up to two 25 AH batteries. TR-CE: Optional trim -ring for semi -flush mounted cabinets. PRN-6F: UL listed printer. DF-52416:D • 07/26/2010 — Page 3 of 4 SYSTEM SPECIFICATIONS nay, aH. „z 3,r;,:.>iror,zWv,:4a, u. System Capacity Annunciators......................................................................8 Electrical Specifications MS-5UD-3 (FLPS-3 Power Supply): 120 VAC, 60 HZ, 1.0 A MS-10UD-7 (FLPS-7 Power Supply): 120 VAC, 60 HZ, 3.90 A MS-5UD-3E (FLPS-3 Power Supply): 240 VAC, 50 HZ, 0.54 A. MS-10UD-7E (FLPS-7 Power Supply): 240 VAC, 50 HZ, 2.20 A. Wire size: minimum 14 AWG (2.0 mm2) with 600 V insula- tion, supervised, nonpower-limited Cabinet Specifications Door: 19.26" (48.92 cm.) high x 16.82" (42.73 cm.) wide x 0.72" (1.82 cm.) deep. Backbox: 19.00" (48.26 cm.) high x 16.65" (42.29 cm.) wide x 5.25" (13.34 cm.) deep. Trim Ring TR-CE): 22.00" (55.88 cm.) high x 19.65" (49.91 cm.) wide. Shipping Specifications Dimensions: 20.00" (50.80 cm.) high 22.5" (57.15 cm.) wide 8.5" (21.59 cm.) deep. Weight: 27 lb (12.20 kg) Temperature and Humidity Ranges This system meets NFPA requirements for operation at 0 — 49°C/32 — 120°F and at a relative humidity 93% ± 2% RH noncondensing) at 32°C ± 2°C (90°F ± 3°F). However, the useful life of the system's standby batteries and the electronic components may be adversely affected by extreme tempera- ture ranges and humidity. Therefore, it is recommended that this system and its peripherals be installed in an environment with a normal room temperature of 15 — 27°C/60 — 80oF Agency Listings and Approvals The listings and approvals below apply to the basic MS-5UD-3 and MS-10UD-7 control panels. In some cases, certain mod- ules or applications may not be listed by certain approval agencies, or listing may be in process. Consult factory for lat- est listing status. UL Listed: File S624 FM Approved CSFM: 7165-0075:0214 MEA: MEA:333-07-E NOTE. For ULC-listed models, see DF-60440. NFPA Standards The MS-5UD-3(E) and MS-10UD-7(E) complies with the fol- lowing NFPA 72 Fire Alarm Systems requirements: LOCAL (Automatic, Manual, Waterflow and Sprinkler Supervisory). AUXILIARY (Automatic, Manual and Waterflow) (requires 4XTMF). REMOTE STATION (Automatic, Manual and Waterflow) Where a DACT is not accepted, the alarm, trouble and supervisory relays may be connected to UL 864 listed transmitters. For reverse polarity signaling of alarm and trouble, 4XTMF is required.) PROPRIETARY (Automatic, Manual and Waterflow). CENTRAL STATION (Automatic, Manual and Waterflow, and Sprinkler Supervised). OT, PSDN (Other Technologies, Packet -switched Data Network) FireLite® Alarms and System Sensor® are registered trademarks of Honeywell International Inc. 02010 by Honeywell International Inc. All rights reserved. Unauthorized use of this document is strictly prohibited. IS0001 This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. ENSINEEAINS IMMUFACTUAINB All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S. A. For more information, contact Fire-Lite Alarms. Phone: (800) 627-3473, FAX: (877) 699-4105. www.firelite.com Page 4 of 4 — DF-52416:1) • 07/26/2010 Commanderis - • '•- i' Seriest`t Selectable iV s • Evacuation Signals •. I n, Applications The Commander' Series is a low profile strobe and horn/strobe combination DI: oil. : S that offers dependable audible and visual alarms and the absolute lowest current available. The GE3 Series 24VDC offers tamperproof field selectable candela options of 15, 30, 60, 75, and 110 candela. The 12VDC offers tamperproof field selectable candela options of 15, 30, 60, and 75 candela. The Commander' Series horn offers a continuous or synchable temporal three in 2400Hz and mechanical tone, a chime and whoop tone. All tones are easy for the professional to change in the field by the use of switches. The GE3 Series has a minimal operating current and has a minimum flash rate of 1 Hz regardless of input voltage. The Commander' Series is shipped with a standard 4" metal mounting plate which incorporates the popular Super -Slide° feature that allows the installer to easily test for supervision. The product also features a locking mechanism which secures the product to the bracket without any screws showing. The Commander' also features the patented Checkmate®- Instant Voltage Verification feature which allows the installer to check the voltage drop draw and match it to the blueprint. The GE3 Series appliances are ANSI/UL 464 and ANSI/UL 1971, listed for use with fire protective systems and are warranted for three years from date of purchase. Standard Features Nominal voltage 12VDC and 24VDC 24VDC units have field selectable candela options of 15, 30, 60, 75 & 110 12VDC units have field selectable candela options of 15, 30, 60 & 75 GEH horn is available in 12VDC or 24VDC Unit Dimensions: 5" (12.7 cm) high x 4.5" (11.43 cm) wide x 2.5" (6.35 cm) deep Super -Slide® Bracket - Ease of Supervision Testing Checkmate® - Instant Voltage Verification Synchronize strobe and/or horn with Gentex AVSM Control Module Prewire entire system, install mounting bracket, then install signals Documented lower installation and operating costs Input terminals accept 12 to 18 AWG Product Listings SIGNALING o Vfb: LISTED ANSI/UL 464 & ANSI/UL 1971 Listed CSFM: 7135-0569:122 (GEC3-24 & GEH-24) 7125-0569:123 (GES3-24) 7125-0569:129 (GES3-12) 7135-0569:130 (GEC3-12 & GEH-12) MEA: 285-91-E (GEC3-24 & GES3-24) 580-06-E (GEC3-12 & GES3-12) Patents 7,375,617 May 20, 2008 Product Compliance NFPA 72 Americans with Disabilities Act (ADA) IBC/IFC/IRC Quality Management System is certified to: ISO 9001:2008 Switch selection for high or low dBA Switch for chime, whoop, mechanical and 2400Hz tone 0 F F Ct: 1qh E Tamperproof re-entrant style grill Switch for continuous or temporal 3 tone (not available on whoop tone) Surface mount with the GSB (Gentex Surface Mount Box) Silence audible while visual appliance will remain flashing (for use in accepted jurisdictions) Faceplate available in red or off-white 6K RAS MEMBER k,RI ASSEMBLED IN THE USA PERMIT GEH 12VDC or 24VDC Low Profile Evacuation horn Model Number Part Number Nominal Voltage Keverberant dBA at 10ft., per ANSI/UL 464 In Anechoic Room dBA at 10ft. GEH12-R 904-1239-002 12VDC 62-82 100 GEH12-W 904-1241-002 12VDC 62-82 100 GEH24-R 904-1205-002 24VDC 62-82 100 GEH24-W 904-1207-002 24VDC 62-82 100 GES3 12VDC or 24VDC Selectable Candela, Low Profile Evacuation Strobe Model Number Part Number Nominal Voltage Candela ANSI/UL 1971) GES3-12WR 904-1235-002 12 VDC 15, 30, 60, 75 GES3-12WW 904-1237-002 12 VDC 15, 30, 60, 75 GES3-24WR 904-1321-002 24 VDC 15, 30, 60, 75, 110 GES3-24WW 1 904-1319-002 1 24 VDC 15, 30, 60, 75, 110 GEC3 12VDC or 24VDC Selectable Candela, Low Profile Evacuation Horn/Strobe Model Number Part Number Nominal Voltage Candela ANSI/UL 1971) Reverberant dBA at loft., perANSI/UL 464 In Anechoic Room dBA at 10ft. GEC3-12WR 904-1231-002 12 VDC 15, 30, 60, 75 62-82 100 GEC3-12WW 904-1233-002 12 VDC 15, 30, 60, 75 62-82 100 GEC3-24WR 904-1317-002 24 VDC 15, 30, 60, 75, 110 62-82 100 GEC3-24WW 1 904-1315-002 1 24 VDC 15, 30, 60, 75, 110 1 62-82 1 100 GE3 Product Strobe Current Ratings (mA) 12 VDC (8-17.5 Volts) 24 VDC (16-33 Volts) Candela 12VDC UL Max' 24VDC UL Max' 15cd 106mA 92mA 30mA 42mA 30cd 131 mA 141 mA 35mA 58mA 60cd 186mA 260mA 66mA 97mA 5cd 237mA I 312mA I 80mA I 116mA 110cd z 103mA 161 mA GE3-12 Product Horn Current Ratings Horn Decibel Levels Horn Current Ratings Horn Mode Minimum SPL at 1Oft., per ANSUUL 464 HIGH) Minimum SPL at 10ft., per ANSVUL 464 LOW) Regulated 12VDC Max. Operating High Setting (mA) Temp 3 2400Hz 76 dBA 69' dBA 29mA Temp 3 Mechanical 75 dBA 68' dBA 26mA emp 3 Chime 62' dBA 60' dBA 13mA Continuous 2400Hz 79 dBA 74' dBA 29mA Continuous Mechanical 78 dBA 72` dBA 26mA Continuous Chime 63' dBA 61dBA 13mA Whoop 78 dBA 71' dBA 55mA MOTES: Model Designations: W = Wall mount R = Red Faceplate W = White Faceplate All units are available in plain (no lettering). Plain units are non -returnable. ALERT bezel available for order AGENT bezel available for order GE3- 24 Product Horn Current Ratings Horn Decibel Levels Horn Current Ratings Horn Mode Minimum SPL at 1Oft., per ANSI/ UL 464 HIGH) Minimum SPL at 101t., per ANSI/ UL 464 LOW) Regulated 24VDC Max. Operating High Setting (mA) Temp 3 2400Hz 78 dBA 71' dBA 28mA Temp 3 Mechanical 76 dBA 70' dBA 25mA Temp 3 Chime 70' dBA 66' dBA 15mA Continuous 2400Hz 81 dBA 74' dBA 28mA Continuous Mechanical 80 dBA 72' dBA 25mA Continuous Chime 70' dBA 66' dBA 15mA hoop 82 dBA 69` dBA 56mA Operating temperature: 32°to 120°F (0° to 49°C). The GEC3 and GES3 Series is not listed for outdoor use. For nominal and peak current across ANSI/UL regulated voltage range for filtered DC power and unfiltered (FWR [Full Wave Rectified]) power, see installation manual. 12VDC models are DC only. Gentex does not recommend using a coded or pulsing signaling circuit with any of our strobe products (see Technical Bulletin Number 014). The sound output for the temporal 3 tone is rated lower since the time the horn is off is averaged into the sound output rating. While the horn is producing a tone in the temporal 3 mode its sound pressure is the same as the continuous mode. Operating the horn in this mode at this voltage will result in not meeting the minimum ANSI/UL 464 reverberant sound level required for public mode fire protection service. These settings are acceptable only for private mode fire alarm use. Use the high dBA setting for public mode application (not applicable when using the chime tone. The chime tone is always private mode). RMS current ratings are per ANSI/UL average RMS method. ANSUUL. max current rating is the maximum RMS current within the listed voltage range ( 16-33VDC for 24VDC units) (8-17VDC for 12VDC units). For strobes the UL max current is usually at the minimum listed voltage (16VDC for 24VDC units) (8VDC for 12VDC units). For audibles the max current is usually at the maximum listed voltage. For unfiltered FWR ratings, see installation manual. Tone Switch Locations TONE SWITCH POSITION 3 4 5 Mechanical Temporal 3 ON ON ON Mechanical - Continuous OFF ON ON 400Hz - Temporal 3 ON OFF ON 4001-1z - Continuous OFF OFF ON Chime - Temporal 3 ON ON OFF Chime - Continuous OFF ON OFF hoop I ON OFF OFF hoop I OFF I OFF OFF NOTE: Switch Positions 1 and 2 in the OFF position to select isolated horn and strobe power inputs Switch Position 6 ON = HIGH dBA Switch Position 6 OFF = LOW dBA Gentex Super -Slide® Mounting Bracket Allows the installer to pre -wire the system, test for system supervision, remove the signal head until occupancy, switch out Gentex signals without changing mounting brackets and has locking edge connector for snap -in -place installation. Candela selection slider switch. Depress center and slide switch to desire brightness level. \ Break off pin and insert into hole at the bottom of the selector to lock candela setting. Signal must be removed from bracket and pin pushed — forward from backside out of hole to change candela. cENTEX 4 ' E 30 11C MooEL iMSELEGNnN t MARKC:R IJ Li Gentex Checkmate" Instant Voltage Verification It is often necessary to confirm the voltage drop along a line of devices. The access holes are provided in the back of the terminal block to allow the voltage to be measured directly without removing the device. Typically this would be done at the end of the line to confirm design criteria. Most measurements will be taken using the S+ and S- locations although access is provided to other locations. NOTE: Care should be taken to not short the test probes. To remove bezel, grip both sides of bezel and pull in a downward and outward motion. Conventional Wiring Diagrams for Emergency Notification Evacuation Series UL Listed UL Listed Control Signal Signal Control elSignal Signal Panel Panel s+ s+ s- H+ H_ s+ s+ P S+ S+ S_ H+ H- S+ S+ S_ H+ H- Supervised Supervised 0 0 0 Signal Circuit Signal Circuit \ + END OF LINE END OF LINE RESISTOR 09 RESISTOR \ + END OF LINE RESISTOR NOTES: All strobes are designed to flash as specified with continuous applied voltage. Strobes should not be used on coded or pulsing signaling circuits. However, use of the Gentex AVSM control module or Gentex synchronization protocol is permitted to synchronize the strobe, horn and/or mute the horn. See Technical Bulletin 014 for additional information. FOR SYNCHRONIZATION WIRING INFORMATION, REFERENCE AVSM CONTROL MODULE DATA SHEET (551-0031) AND/OR AVSM CONTROL MODULE MANUAL (550-0284) FOR SYNCHRONIZATION MODULE WIRING DIAGRAMS. AVSM CONTROL MODULE DATA SHEET AND MANUAL CAN BE OBTAINED AT h .//www.gentex.com OR CALL GENTEX CORPORATION AT 1-800-436-8391. When synchronizing the GE312VDC Series, the Gentex AVSM control module or Gentex synchronization protocol MUST be used. Architect & Engineering Specifications The audible and/or visible signal shall be Gentex GEH, GES3, GEC3 Series or approved equal and shall be listed by Underwriters Laboratories, Inc. per ANSI/UL 1971 and/or ANSI/UL 464. The notification appliance shall also be listed with Factory Mutual Listing Service (FM) and the California State Fire Marshal (CSFM). The notification appliance (combination audible/visible) shall produce a peak sound output of 100dBA or greater at 12VDC or 24VDC as measured in an anechoic chamber. The signaling appliance shall also have the capability to silence the audible signal while leaving the visible signal energized with the use of a single pair of power wires. Additionally, the user shall be able to select either continuous or temporal tone output with the temporal signal having the ability to be synchronized. Unit shall be capable of being installed so that any unauthorized attempt to change the candela setting will result in a trouble signal at the fire alarm control panel. The audible/visible and visible signaling appliance shall also maintain a minimum flash rate of 1 Hz or up to 2Hz regardless of power input voltage. The strobe appliance shall have an operating current of 42mA or less at 24VDC for the 15Cd strobe circuit and 92mA or less at 12VDC for the 15Cd strobe circuit. The appliance shall be polarized to allow for electrical supervision of the system wiring. The unit shall be provided with a mounting bracket with terminals and barriers for input/output wiring and be able to mount to a single gang or double gang box or double workbox without the use of an adapter plate. The unit shall have an input voltage range of 16-33 volts with either direct current or full wave rectified power for 24VDC models or a voltage range of 8-17.5 volts for 12VDC models. The appliance shall be capable of testing supervision without disconnecting wires, verify voltage without removing unit and be capable of mounting to a surface back box. 24 units per carton 28 pounds per carton Important Notice: 551-0050-06 these materials have been prepared by Gentex Corporation ("Gentex') for Informational purposes only, are necessarily summary, and are not purported to serve as legal advice and should not be used as such. Gentex makes no representations and warranties, express or implied, that these materials are complete and IC ®i"' ® A 4 I ®! ® accurate, up-to-date, or in cco plist— .with all relevant local, state and federal laws, regulations and rules. Y"S R A i Y V l he. materiels do not address all legal considerations as there is inevitable uncertainty regarding interpretation of laws, regulations and rules and the application of .such laws, regulations and rules to Fire Protection Products Group• www.gentex.com particular fact patterns. Each persons activities can differently affect the obligations that exist under applicable laws, regulations or rules. l herefure, these materials should be. used only for informational 10985 Chicago Drive • Zeeland, Michigan 49464 purposes and should not br: used as a substitDte for seeking prelessional legal advice. Gentex will not be 616.392.7195 • 1.800.436.8391 • 616.392.4219 Fax responsible for any action or failure to act in reliance open the information contained in this material. Gentex Corporation reserves the right to make changes to the product data sheet at their discretion. DF-52004:A1 • F-050 BG-12 Series . Manual Fire Alarm Pull Stations r •.:. .. ,.. x,r/r ......... The Fire-Lite BG612 Series is a cost-effective, feature -packed series of non -coded manual fire alarm pull stations. It was designed to meet multiple applications with the installer and end -user in mind. The BG-12 Series features a variety of mod- els including single- and dual -action versions. The BG-12 Series provides Fire-Lite Alarm Control Panels FACPs), as well as other manufacturers' controls, with a man- ual alarm initiating input signal. Its innovative design, durable construction, and multiple mounting options make the BG-12 Series simple to install, maintain, and operate. Features Aesthetically pleasing, highly visible design and color. Attractive contoured shape and light textured finish. Meets ADA 5 lb. maximum pull -force. Meets UL 38, Standard for Manually Actuated Signaling Boxes. Easily operated(single- or dual -action), yet designed to pre- vent false alarms when bumped, shaken, or jarred. PUSH IN/PULL DOWN handle latches in the down position to clearly indicate the station has been operated. The word "ACTIVATED" appears on top of the handle in bright yellow, further indicating operation of the station. Operation handle features white arrows showing basic opera- tion direction for non -English-speaking persons. Braille text included on finger -hold area of operation handle and across top of handle. Multiple hex- and key -lock models available. U.S. patented hex -lock needs only a quarter -turn to lock/ unlock. Station can be opened for inspection and maintenance with- out initiating an alarm. Product ID label viewable by simply opening the cover; label is made of a durable long -life material. The words "NORMAL" and "ACTIVATED" are molded into the plastic adjacent to the alarm switch (located inside). Four -position terminal strip molded into backplate. Terminal strip includes Phillips combination -head captive 8/32 screws for easy connection to Initiating Device Circuit (IDC). Terminal screws backed -out at factory and shipped ready to accept field wiring (up to 12 AWG/3.1 mm2). Terminal numbers are molded into the backplate, eliminating the need for labels. Switch contacts are normally open. Can be surface -mounted (with SB-10 or SB-1/0) or semi - flush mounted. Semi -flush mount to a standard single -gang, double -gang, or 4" (10.16 cm) square electrical box. Backplate is large enough to overlap a single -gang backbox cutout by 1/2" (1.27 cm). Optional trim ring (BG12TR). Spanish versions (FUEGO) available (BG-12LSP, BG-12LPSP). Designed to replace the Fire-Lite legacy BG-10 Series. Models packaged in attractive, clear plastic (PVC), clam - shell -style, Point -of -Purchase packages. Packaging includes a cutaway dust/paint cover in shape of pull station. Construction Cover, backplate and operation handle are all molded of durable polycarbonate material. Cover features white lettering and trim. Red color matches System Sensor's popular SpectrAlert® Advance horn/strobe series. Operation The BG-12 manual pull stations provide a textured finger -hold area that includes Braille text. In addition to PUSH IN and PULL DOWN text, there are arrows indicating how to operate the sta- tion, provided for non -English-speaking people. Pushing in and then pulling down on the handle activates the normally -open alarm switch. Once latched in the down position, the word "ACTIVATED" appears at the top in bright yellow, with a portion of the handle protruding at the bottom as a visible flag. Resetting the station is simple: insert the key, twist one quarter - turn, then open the station's front cover, causing the spring - loaded operation handle to return to its original position. The alarm switch can then be reset to its normal (non -alarm) position manually (by hand) or by closing the station's front cover, which automatically resets the switch. PERMIT # /i - /&D_ DF-52004:A1 • 04/22/08 — Page 1 of 2 0 , _ A Specifications Agency Listings and Approvals PHYSICAL SPECIFICATIONS: pull station SB-1/0 SB-10 Height 5.5 inches 5.601 inches 5.5 inches 13.97 cm) 14.23 cm) 13.97 cm) Width 4,121 inches 4.222 inches 4.121 inches 10.47 cm) 10.72 cm) 10.47 cm) Depth 1.39 inches 1.439 inches 1.375 inches 3.53 cm) 3.66 cm) 3.49 cm) 52004d,.Jb1 ELECTRICAL SPECIFICATIONS: Switch contact ratings: gold-plated; rating 0.25 A Q 30 VAC or VDC. ENGINEERING/ARCHITECTURAL SPECIFICATIONS Manual Fire Alarm Stations shall be non -code, with a key- or hex -operated reset lock in order that they may be tested, and so designed that after actual Emergency Operation, they cannot be restored to normal except by use of a key or hex. An operated station shall automatically condition itself so as to be visually detected as activated. Manual stations shall be constructed of red colored LEXAN (or polycarbonate equivalent) with clearly visible operating instructions provided on the cover. The word FIRE shall appear on the front of the stations in white letters, 1.00 inches (2.54 cm) or larger. Stations shall be suitable for surface mounting on matching backbox SB-10 or SB-1/0; or semi -flush mounting on a standard single -gang, double -gang, or 4" (10.16 cm) square electrical box, and shall be installed within the limits defined by the Americans with Disabilities Act (ADA) or per national/local requirements. Manual Stations shall be Under- writers Laboratories listed. NOTE: *The words "FIRE/FUEGO" on the BG-12LSP shall appear on the front of the station in white letters, approximately 314" 1.905 cm) high. The listings and approvals below apply to the BG-12 Series pull stations. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult factory for latest listing status. C(UL)US: S711 FM Approved CSFM:7150-0075:184 MEA:67-02-E Patented: U.S. Patent No. D428,351; 6,380,846; 6,314,772; 6,632,108. Product Line Information BG-12S: Single-action pull station with pigtail connections, hex lock. BG-12SL: Same as BG-12 with key lock. BG-12: Dual -action pull station with SPST N/O switch, screw terminal connections, hex lock. BG-12L: Same as BG-12 with key lock. BG-12LSP: Same as BG-12L with English/Spanish (FIRE/ FUEGO) labeling. BG-12LOB: Same as BG-12L with 'outdoor use" listing. Includes outdoor listed backbox, and sealing gasket. BG-12LO: Same as BG-12L with 'outdoor use" listing. Does not include backbox. BG-12LA: Same as BG-12L with auxiliary contacts. BG-12LPS: Dual -action pull station with pre -signal option. BG-12LPSP: Same as BG-12LPS with English/Spanish (FIRE/ FUEGO) labeling. SB-10: Surface -mount backbox, metal. SB-1/0: Surface -mount backbox, plastic. (Included with BG- 12LOB.) BG12TR: Optional trim ring for semi -flush mounting. 17003: Keys, set of two. (Included with key -lock pull stations.) 17007: Hex lock, 9/64". (Included with hex -lock pull stations.) NOTE: For addressable BG-12LX models, see data sheet DF- 52013. Fire-Lite® Alarms, SpectrAlert® Advance, and System Sensor® are registered trademarks of Honeywell International Inc. 2008 by Honeywell International Inc. All rights reserved. Unauthorized use of this document is strictly prohibited. Page 2 of 2 — DF-52004:A1 •04/22/08 PERMIT # a- 3 / PO Models Available Two -Wire Models 2W-B 2-wire standard 2WT-B 2-wire standard with thermal A77-AB2 Retrofit adapter bracket PERMIT r Product Overview Plug-in detector line — mounting base System Sensor's i3 " series smoke detectors represent a significant advancement in included conventional detection. The P family is founded on three principles: Installation case, Intelligence, and Instant inspection. Large wire entry port Installation ease. The P line redefines installation ease with its plug-in design. In line terminals with SEMS screws This allows an installer to pre -wire the bases included with the heads. The large Mounts to octagonal and single -gang wire entry port and in -line terminals provide ample room for neatly routing the. baekboxes, 4-square backboxes, or wiring inside the base. The base accommodates a variety of back box mount - direct to ceiling ing methods as well as direct mounting with drywall anchor's. To complete the installation, i' heads plug-in to the base with a simple Stop -Drop 'N Lock Stop -Drop 'N Lock`°, attachment to base action. Removable detector cover and chamber Intelligence. P detectors offer a number of intelligent features to simplify for easy cleaning testing and maintenance. Drift compensation and smoothing algorithms are standard with the i' line, to minimize nuisance alarms. When connected to the Built-in remote maintenance signaling 2W-,NIOD2 loop test/maintenance module, or a panel equipped with the i' protocol, 2-wire i' detectors are capable of generating a remote maintenance Drift compensation and smoothing signal when theyv are in need of cleaning. This signal is indicated via an LED algorithms located at the module and the panel. 'Co read the sensitivity of i' detectors, the Simplified sensitivity measurement SENS-RDR is a wireless device that displays the sensitivity in terms of percent per foot obscuratnon. Wide angle, dual color LED indication Instant inspection. The i' series provides wide angle red and green LED Indica- tors for instant inspection of the aerector condition, indicating: normal standby, Loop testing via EZ Walk feature11out -of sensitiv+ty, alarm, i)r tit.eze trouble conditions. When connectedto the Built- in test switch 2NX`-,N4OD2 loop test/main«, is,ric.e module or a panel with the i' protocol, the EZ Walk loop test feature is available on 2-wire i' detectors. Phis feature. M .: verifies the initiating loop wiring by providing LED status indication at each OIViEAMSfMdetector, LISTED approved approved S911 3011446 7272-1209:210 290-01-!' 2093 4 -110, Architect/Engineer Specifications Smoke detector shall be a System Sensor , with a plaster ring, or direct rnount to the The detector shall provide dual color L..:FD i' Series model number , Iiswd to ceiling using drywall anchors. Wiring con- indication which blinks to indicate power Undernvriters Laboratories UT. 268 for Fire ncctions shall be made by means of SF.MS tip, normal standby, out of sensitivity, Protection Signaling Systems. The detector screws. The detector shall allow pre -wiring Mann, and freeze trouble (model 2WT-11, shall be a photoelectric type (model 2W-Tl, of the base and the head shalt be a plug- 4WT-1T) conditions. When used in conjunc- 4W-B) or a combination photoelectric/ in type. The detector shall have a norni- thermal (model 2WT-11, 4W9,11) with ther- nal sensitivity of 2.5`Yo per toot nominal mal sensor rated at 1.35°F (.57.2°(."). The as measured in the UL smoke box. The detector shall include a mounting base for detector shall be capable of automatically mounting to 3V2-inch and 4-inch octagonal, adjusting its sensitivity by means of drift single gang, and 4-inch square back boxes compensation and smoothing algorithms. Electrical Specifications Operating Voltage Nominal: 12/24V non -polarized Min.: 8.5V Max.: 35V Maxilt urn Ripple Voltage 30% peak to peak of applied voltage Stancby Current 2-wire: 50 pA maximum average 4-wire: 50 t1A maximum average M•taxOil. rn Alarm Current 2- wire: 130 mA limited by control panel 4- wire: 20 mA @12V. 23mA @ 24V Lion with the 2NV-M0D2 module, 2-wire models shall include a maintenance si-nat to indicate the need .for maintenance at the alarm control panel, and shall provide a loop testing capability to verify the circuit without testing each detector individually. Peak Stand;nv Current 2- wire: 100 faA 4- wire: n/a Alarm Contest Ratings 2- wire: n/a 4- wire: 0.5 A @ 30V AC/DC LED Mode Grren t-i-1:) r?ed _FD Conditinr, L`uratb_r: Power up Blink every 1.0 seconds Blink every 10 seconds Initial LED status indication 80 seconds Normal ( standby) Blink every 5 seconds off Out of sensitivity off Blink every 5 seconds Freeze trouble off Blink every 10 seconds Alarm off Solid Physical Specifications Operating Temperature Range Sensoivit.v Mounting 2W- B and 4W-B: 32°F-120°F (0°C-49`C) 2.5%/ft. nominal 3/. inch octagonal back box 2WT- B and 4WT-B: 32°F-100°F (0°C-37.8°C) 4-inch octagonal back box Inp. rt. Termirais Single gang bark box Operating Humidity Range 1.4-22 AWG 4-inr..h square back box with a plaster ring 0 to 95% RH non -condensing --- - - — Dimensions : r Uuiidri'e Direct mount to ceiling Therrr:ai Sensor 135`F ( 57.2°C) fixed 5.3 in::hes (127 inn,) diameter 2.0 inches (51. min) height Freeze Tri) uble vF,ighi 2W7-B and 4WT-B only: 41°F (5`C) 6.3 oz. (178 grams) Ordering Information Model Thermal Wiring I A arm Current 2W-B No 2-wire 130 n,A max. limited by control panel 2WT-B Yes 2-wire 130 mA max. limited by control panel 4W-B No 4-wire 20 mA @ 12V, 23mA @ 24V 4WT-B Yes 4-wire 20 mA @ 12V, 23mA @ 24V Mode Description 2W-MOD2 2-wire loop test / maintenance module. SENS-RDR Sensitivity reader RT Removal / replacement tool A77-AB2 Retrofit adapter bracket, 6.6 in. (16.76cm) diameter System Sensor Sales and Service System Sensor Headquarters System Sensor Canada System Sensor in China System Sensor - Far East 3825 Ohio Avenue PIT. 905.812.0767 Ph: 86.29.3832.01-19 Ph: 85.22.1.91.9003 St. Charles, IL 60174 Fx: 905.812.0771 Fx: 86.29.8832.51.:i0 x: 85.22.736.6580 Ph: 800/ SENSOR2 System Sensor Europe System Sensor in Singapore System Sensor - Australia Fx:630/ 377-6495 Ph:44.1403.891920 Ph:65.6273.22M, Pi,:613.54.281.142 www.systpnisensor. com Fx:44.1403.891921 Fx:65.6273.2610 Fx: 613.54.281.172 Cj 2004 System Sensor. The company reserves the right to change p oduct specltications without mouse. System Sensor - India Ph 91. 124.637.1770 x.2700 Fx: 91. 124.637.3118 System Sensor - Russia Ph: 70. 95.937.7982 Fx: 70. 95.937.7983 A050318-005. 6/04 • it1280 F1- Quick disconnect tabs, 0.187" x 0.032" Mate with AMP. INC. FASTON "187" series OR- F2 - Quick disconnect tabs, 0.250" x 0.032" Mate with AMP. INC FASTON "250" series F- 6.35 --I i-- 7.95 -j 0.e ®=0.8 T W Pd0(!4"B ry SO/1// HT A. Y MODAL P _ L - T i L` 5 95 (151),W 2 56 (65) H 3 7x0 (94) HT 3 86 (98 Tolerances are +/- 0.04 in. (+/- 1mm) and +/- 0-08 in. (+/- 2mm) for height dimensions. All data subject to change without notice. Absorbent Glass Mat (AGM) technology for superior performance Valve regulated, spill proof construction allows safe operation in any position Power/volume ratio yielding unrivaled energy density Rugged impact resistant ABS case and cover (UL94-HB) Approved for transport by air. D.O.T., I.A.T.A., F.A.A. and C.A.B. certified U.L. recognized under file number MH 2O845 Nominal Voltage........................................................................ 12 volts (6 cells) Nominal Capacity 20-hr. (350mA to 10.50 volts)........................................................ 7.00 AH 10-hr. (650mA to 10.50 volts) ....................................................... 6.50 AH 5-hr. (1.2A to 10.20 volts)............................................................ 6.00 AH 1-hr. (4.5A to 9.00 volts).............................................................. 4.50 AH 15-min. (14A to 9.00 volts)................................................................. 3.50 AH Approximate Weight........................................................... 4.80 lbs. (2.18 kg) Energy Density (20-hr. rate) ................................ 1.49 W-h/in3 90.95 W-h/1) Specific Energy (20-hr. rate) .............................. 17.50 W-h/lb 38.58 W-h/kg) Internal Resistance (approx.)...................................................... 23 milliohms Max Discharge Current (7 Min.) ............................................... 21.0 amperes Max Short -Duration Discharge Current (10 Sec.) .................. 70.0 amperes Shelf Life (% of nominal capacity at 68' F (20'C)) 1 Month...................................................................................................... 97% 3 Months..................................................................................................... 91% 6 Months.................................................................................................... 83% Operating Temperature Range Charge............................................................. -4' F (-20' C) to 122' F (50' C) Discharge....................................................... .40' F (-40 ° C) to 140 ° F (60 ° C) Case...................................................................................................... ABS Plastic Power -Sonic Chargers ................................................ PSC-12800A, 1280OA-C F 100 O w 80 cO a=i 60 d Z 40 am Shelf Life & Storage W_ne.esssaryunle t q , . N.'. to help recover Ch=m flail to rn notEI t U 0 0 2 4 6 8 10 12 14 16 18 20 Standing Period (Months) Discharge Time vs. Discharge Current 20 15 10 aw 5 E H m 2 rn m u 1 0 i 30 E 10 5 Final Voltage 10.5V 10.2V 9.6V 9.0V 40°( 20% 0°( 8.1 V 0.35 0.70 1.4 3.5 7.0 14 Discharge Current (A) 104-F) 68-F) 32 F) Cycle Applications: Limit initial current to 2.1A. Charge until battery voltage under charge) reaches 14.4 to 14.7 volts at 68° F (20° C). Hold at 14.4 to 14.7 volts until current drops to under 70mA. Battery is fully charged under these conditions, and charger should be disconnected or switched to "float" voltage. Float" or "Stand -By" Service: Hold battery across constant voltage source of 13.5 to 13.8 volts continuously. When held at this voltage, the battery will seek its own current level and maintain itself in a fully charged condition. Note: Due to the self -discharge characteristics of this type of battery, it is imperative that they be charged within 6 months of storage, otherwise permanent loss of capacity might occur as a result of sulfation. Discharge Characteristics 14A 13.0 m 12.0 rn 0 11.0 m 10.0 E dF- 9.0 8.0 1.2 2.4 6 12 24 36 48 1 2 4 6 810 20 40 I' h Discharge Time Life Characteristics in Stand -By Use Ambient Temperature 20oC (68oF) ON mom Final 100 80 Um m 60 U p 40 20 d 0 120 100 0 80 Um N 60 U 40 m 20 Ambient Temperature 20'C (68°F) Float Charging Voltage 2.25 - 2.30 V/Cell 0 1 2 3 4 Years Life Characteristics in Cyclic Use Discharge IDischarge Discharge Depth 100% Depth 50% Depth 30 % 1. Discharge Current 0.2C (Final Voltage 1.7V/Cell) 2. Charge Current: 0.1C I- - 3. Ambient Temperature: 20°C to 25°C (68°F to 77°F) 0 0 200 400 600 800 1000 1200 Number of Cycles ted ss fire alarm etworks, all ielp defray I state -of - Fire primary or equiring Ians with, to an ihour. re selected, TWORK RTIFIm Optional High -Speed Napco Panel Up/download cable boustng y for IN 2 and IN 3: 2 svtth power supply powered byplu m 6,f/20V A tjansformer& Voltage: 15VDC prov3s an fn atter Current: 1.2mA s for 3 PGM Outputs: Outputs: Maximum voltage 3V when active; when not active SMI IR,T„TECHPJr.3 , a-inic. . 7 Sink Current: 5OmA mount. 333 Bayview Ave., Amityville, NY 11701 .USA nment 0 to 49° C 32-120° u to 93% I 1 800 645-9445 .- Fax: 1-631-789-9292 P www.napcosecuritycom.< densing) PERMI T_ J j D df-52417:c • B-90 a RrelffeALarms The 'ANN-80 annunciator is a compact, backlit, 80-character LCD fire annunciator that mimics the Fire Alarm Control Panel FACP) display. It provides system status indicators for AC Power, Alarm, Trouble, Supervisory, and Alarm Silenced condi- tions. The ANN-80 and the FACP communicate over a two -wire serial interface employing the ANN-BUS communication format. Connected devices are powered, via two additional wires, by either the host FACP or a remote UL-listed, filtered power supply. ANN-80 is red; for white, order ANN-80-W. The ANN-80 displays English -language text of system point information including device type, zone, independent point alarm, trouble or supervisory status, as well as any custom alpha labels programmed into the control panel. It includes con- trol switches for remote control of critical system functions. (A keyswitch prevents unauthorized operation of the control switches.) Up to eight ANN-80s may be connected to the ANN-BUS of each FACP. No programming is required, which saves time dur- ing system commissioning. Features Listed to UL Standard 864, 9th Edition. Backlit 80-character LCD display (20 characters x 4 lines). Mimics all display information from the host panel. Control switches for System Acknowledge, Signal Silence, Drill, and Reset. Control switches can be independently enabled or disabled at the FACP. Keyswitch enables/disables control switches and mechani- cally locks annunciator enclosure Keyswitch can be enabled or disabled at the FACP. Enclosure supervised for tamper. System status LEDs for AC Power, Alarm, Trouble, Supervi- sory, and Alarm Silence. Local sounder can be enabled or disabled at the FACP. ANN-80 connects to the ANN-BUS terminal on the FACP and requires minimal panel programming. Displays device type identifiers, individual point alarm, trou- ble, supervisory, zone, and custom alpha labels. Time -and date display field. Surface mount directly to wall or to single, double, or 4" square electrical box. Semi -flush mount to single, double, or 4" square electrical box. Use ANN-SB80KIT for angled view mounting. Can be remotely located up to 6,000 feet (1,800 m) from the panel. Backlight turns off during AC loss to conserve battery power but will turn back on if an alarm condition occurs. May be powered by 24 VDC from the host FACP or by remote power supply (requires 24 VDC). Up to eight ANN-80s can be connected on the ANN-BUS. Controls and Indicators AC Power Alarm Trouble by Honeywell Supervisory Alarm Silenced R- E Specifications Operating voltage range: 18 VDC to 28 VDC. Current consumption Q 24 VDC nominal (filtered and non- resettable): 40 mA maximum. Ambient temperature: 32°F to 120°F (0°C to 49°C). Relative humidity: 93% ± 2% RH (noncondensing) at 32°C 2°C (90°F ± 3°F). 5.375" (13.65 cm.) high x 6.875" (17.46 cm.) wide x 1.375" 3.49 cm.) deep. For use indoors in a dry location. All connections are power -limited and supervised. Agency Listings and Approvals The listings and approvals below apply to the ANN-80. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult factory for latest listing status. UL: S2424 FM approved CSFM: 7120-0075:211 MEA:442-06-E The Ali N-BUS POWERING THE DEVICES ON THE ANN-BUS FROM AUXILIARY POWER SUPPLY The ANN-BUS can be powered by an auxiliary power supply when the maximum number of ANN-BUS devices exceeds the ANN-BUS power requirements. See the FACP manual for more information. df-52417:c • 05/22/09 — Page 1 of 2 a _; ANN-BUS DEVICE ADDRESSING Each ANN-BUS device requires a unique address (ID Number) in order to communicate with the FACP. A maximum of 8 devices can be connected to the FACP ANN-BUS communication circuit. See the FACP manual for more information. WIRE REQUIREMENTS: COMMUNICATIONS CIRCUIT The ANN-80 connects to the FACP ANN-BUS communications circuit. To determine the type of wire and the maximum wiring distance that can be used with FACP ANN-BUS accessory mod- ules, it is necessary to calculate the total worst case current draw for all modules on a single 4-conductor bus. The total worst case current draw is calculated by adding the individual worst case currents for each module. NOTE: For total worst case current draw on a single ANN-BUS refer to appropriate FACP manual. After calculating the total worst case current draw, the following table specifies the maximum distance the modules can be located from the FACP on a single wire run. The table ensures 6.0 volts of line drop maximum. In general, the wire length is lim- ited by resistance, but for heavier wire gauges, capacitance is the limiting factor. These cases are marked in the chart with an asterisk (*). Maxi- mum length can never be more than 6,000 feet (1,800 m), regardless of gauge used. See table below. WIRE REQUIREMENTS: POWER CIRCUIT 14 to 18 AWG (0.75 - 2.08 mm2) wire for 24 VDC power cir- cuit is acceptable. Power wire distance limitation is set by 1.2 volt maximum line drop form source to end of circuit. All connections are power -limited and supervised. A maximum of eight ANN-80 modules may be connected to this circuit. Communication Pair Wiring Distance: FACP to Last ANN-BUS Module Total Worst Case Current Draw (amps) 22 Gauge 18 Gauge 16 Gauge 14 Gauge 0.100 1,852 ft. 4,688 ft. 6,000 ft. 6,000 ft. 0.200 926 ft. 2,344 ft. 3,731 ft. 5,906 ft. 0.300 617 ft. 1,563 ft. 2,488 ft. 3,937 ft. 0,400 463 ft. 1,172 ft. 1,866 ft. 2,953 ft. 0.500 370 ft. 938 ft. 1,493 ft. 2,362 ft. 0.600 309 ft. 781 ft. 1,244 ft. 1,969 ft. 0.700 265 ft. 670 ft. 1,066 ft. 1,687 ft. 0.800 231 ft. 586 ft. 933 ft. 1,476 ft. 0.900 206 ft. 521 ft. 829 ft. 1,312 ft. 1.000 (max.) 185 ft. 469 ft. 746 ft. 1,181 ft. WIRING CONFIGURATION The following figure illustrates the wiring between the FACP and ANN-BUS devices. ANN-BUS and power wiring are supervised and power -limited. TB1 ANN-BUS Device MS-9050UD T83 1 2 3 4 5 6 7 8 FACP Wiring to ANN-BUS Device ORDERING OPTIONS: ANN-80: Red 80 character LCD Annunciator. ANN-80-W: White, 80 character LCD Annunciator. ANN-SB80KIT-R: Red surface mount backbox with angled wedge. ANN-SB80KIT-W: White surface mount backbox with angled wedge. FireLite® Alarms is a registered trademark of Honeywell International Inc. 2009 by Honeywell International Inc. All rights reserved. Unauthorized use of this document is strictly prohibited. UNIVERSAL ENGINEERING Consultants In: Geotechnical Engineering ! Building Inspections Environmental Sciences ! Construction Services 3532 Maggie Blvd. ! Orlando, FL 32811 ! (407) 581-8161 Fax: ! (407) 581-0313 ! E-mail: BIDAdmin(a universalengineering.com LETTER OO F TRANSMITTAL TO: Citv of Sanford Buildin Attn: Dave Aldrich 300 N. Park Avenue Sanford, FL 32771 ENCLOSED PLEASE FIND: REMARKS DATE: December 4, 2018 I ORDER NO.: N/A Re: Request for Certificate of Compliance for Tenant Build -Out — Omega Medical Building A — Unit 2 3400 St. Johns Pkwy, Sanford FL - Permit #18-3180 DESCRIPTION Alternative Inspections Provider Certificate of Compliance Alternative Inspections Provider Request for Certificate of Occupancy Inspections Summary Report Copies of All Inspection Reports, Please find attached the requested documents. Please let me know if any more information is needed. COPY TO: File Docs No 1629671 Delivered by: LHOLT SIGNED: If enclosures are not as noted, kindly notify us at once. UNIVERSAL ENGINEERING SCIENCE, INC. 3532 Maggie Boulevard Orlando, FL 32811 Phone: 407-581-8161 Fax: 407-581-0313 ALTERNATIVE INSPECTIONS PROVIDER CERTIFICATE OF COMPLIANCE BUILDING PERMIT NO: 18-3180 ADDRESS: 3400 St. Johns Parkway, Bldg. A, Unit 2, Sanford, FL 34741 PRIVATE PROVIDER: Universal Engineering Sciences, Inc. To the best of my knowledize and belief. the buildiniz components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and the applicable codes. R. Kenneth Derick, P.E. 37711 PRINTED NAME State of Florida, County of Orange Sworn to (or affirmed) and subscribed before me this q R. Kenneth Derick uuinw day o 2018, by who is personally known to me. rA'OL N7,S Printed name of Notary My Commission expires: 7.2 d - 2 )2 Z- Doc No. 1629671 S lature of Notary Public otarial Seal: I I -" 11 A, MY COMMI SS ONA# GG 227340 EXPIRES: July 20, 2022 Bonded TAru Notary Public Underwriters ALTERNATIVE INSPECTIONS PROVIDER REQUEST FOR CERTIFICATE OF OCCUPANCY/COMPLETION (CO/CC) DATE: 12/04/18 BUILDING PERMIT NO: 18-3180 ADDRESS: 3400 St. Johns Parkway, Bldg. A, U PRIVATE PROVIDER NAME: R. Kenneth Deri AUTHORIZED SIGNATURE: PRIVATE PROVIDER FIRM: Universal Engineering Sciences, Inc., 3532 Maggie CONTACT TELEPHONE NO.: 407-581-8161 WMI111 iH D 1 ?711T • 1 OR OP•• \ 32811 FAX NO.: 407-581-0313 EMAIL: BIDAdmin(&universalen2ineerin2.com OFFICE USE ONLY BELOW THIS LINE**************************** This request is only valid if accompanied by a Certificate of Compliance (form PPRI 04). Any outstanding fees must be paid and all outside agency approvals must be obtained for this request to be considered complete. The following items are outstanding: N/A If outstanding items appear above, they must be provided before this request can be processed. A CO or CC will take up to two business days to issue from receipt of all required items. Date and time applicant notified of outstanding items: DATE Notification method (CHECK ONE) El El El El Notified by: FAX NO. TELEPHONE CONTACT (NAME) EMAIL (ADDRESS) PERSONAL CONTACT (NAME) OTHER (DESCRIBE) Date and time all items received: DATE Received by: TIME TIME Doc No. 1629671 Universal Engineering Sciences, Inc. INSPECTION REPORT Project: Tenant Office Build Outs — Omega Medical, Bldg. A, Unit 2 Address: 3400 St. Johns Parkway, Sanford, FL 32771 Duly Authorized Representatives: Randy Lamb BN1900 3i Y gjy §. i C x. € '*.. iFg s,.`€ ss ! "€"V son Bu, ild n_€5 r4a t ,.. StatusONE,Date ti slns ector .% .,4 103 Monolithic Slab Pass 08/24/2018 R. Lamb 105 Lintel Pass 09/07/2018 R. Lamb 109 Framing Pass 10/04/2018 R. Lamb 110 Insulation Rough -in Partial Pass 10/08/2018 R. Lamb 113 Insulation final Fail 10/09/2018 R. Lamb 113 Insulation final Pass 10/10/2018 R. Lamb 131 Drywall Screw Pass 10/15/2018 R. Lamb 121 Above Ceiling Pass 11/15/2018 R. Lamb 112 Final Building Pass 12/03/2018 R. Lamb i- 1"' aff `' ., z2 i s'"'`, i ;1 "t, '.4I ` y. Y •s ya a W n a" t} N ma : - C V i €} [ aS 6 's NO- ector Etectncal. 'tUa.bs,S#atus t 3pate Ins., 220 Rough -in Pass 10/04/2018 R. Lamb 219 Ceiling Rough -in Pass 11/15/2018 R. Lamb 213 Final Pass 12/03/2018 R. Lamb URN11 Ins, Status, Date} ector 411 Above Ceiling Pass 11/15/2018 R. Lamb 410 Final Pass 12/03/2018 R. Lamb P: 9 t 9 } 1 } E°,$ # r3 r' ... 3s } i Y. rid Plumbin Status3,y vDategums 322 Underground Pass 08/22/2018 R. Lamb 317 Rough -in Pass 10/04/2018 R. Lamb 313 Final Pass 12/03/2018 R. Lamb v,... } k-" k u - 3 '- ` rk N/ A Roof ; _: .. .. } M+#R §d 4?.....`°`u. .-t- N/A E ,.., r 4#-.- < WRI O ....,, r UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Omega Medical - 3400 St. Johns Pkwy. Bldg A Unit 2 Address: 3440 St. Johns Pkwy Building A, Unit 2, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1800345.0000-0115-001 Scope of Inspection: Tenant Office - CODE 103 Monolithic Slab Inspection Inspection Type: See Scope Disposition of Inspection: Pass Work Order No. 120127 Date: 08/24/2018 Any am Permit No: 18-3180 Lot No.: Contact: David Cox at 352-516-4401 I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 UNIVERSAL tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 121371 Inspection Report Project Name: Omega Medical Signage - 3400 St. Johns Parkway Date: 09/07/2018 Any any Address: Omega Medical Signage - 3400 St. Johns Parkway Building Permit No: 18-2356 A, Unit 2, Sanford, Seminole County, FL 3277 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1800345.0000-0115-S01 Contact: David Cox at 352-516-4401 Scope of Inspection: CODE 105 Lintel Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 q 4 907zjl I'lo'EU ' H ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 InspectionInspection Report Project Name: Omega Medical - 3400 St. Johns Pkwy. Bldg A Unit 2 Address: 3440 St. Johns Pkwy Building A, Unit 2, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. Work Order No. 123681 Date: 10/04/2018 Any am Permit No: 18-3180 Lot No.: ProjectNo.: 0115.1800345.0000-0115-001 Contact: David Cox at 352-516-4401 Scope of Inspection: Tenant Office - CODE 109 Framing Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 1 1, E ,ZAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold InspectionEDBuildingCodeAdministration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Omega Medical - 3400 St. Johns Pkwy. Bldg A Unit 2 Address: 3440 St. Johns Pkwy Building A, Unit 2, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. Work Order No. 124072 Date: 10/08/2018 Any am Permit No: 18-3180 Lot No.: ProjectNo.: 0115.1800345.0000-0115-001 Contact: David Cox at 352-516-4401 Scope of Inspection: Tenant Office - CODE 110 Insulation Rough -In Inspection Inspection Type: See Scope Disposition of Inspection: Partial Pass Comments: Task Date Task Note User Name 10/08/2018 1 st floor office area only. Randy Lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 P4 g J m ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 124241 Inspection Report Project Name: Omega Medical - 3400 St. Johns Pkwy. Bldg A Unit 2 Date: 10/09/2018 07:30 am Address: 3440 St. Johns Pkwy Building A, Unit 2, Sanford, Seminole Permit No: 18-3180 County, FL 32771 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1800345.0000-0115-001 Contact: David Cox at 352-516-4401 Scope of Inspection: Tenant Office - CODE 113 Final Insulation Inspection Inspection Type: See Scope Disposition of Inspection: Fail Comments: Task Date Task Note User Name 10/09/2018 Not Complete FBC 110 Randy Lamb I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 pJ4 r0-yz u F i 1'10'E K, %'AFL A L ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Omega Medical - 3400 St. Johns Pkwy. Bldg A Unit 2 Address: 3440 St. Johns Pkwy Building A, Unit 2, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1800345.0000-0115-001 Scope of Inspection: Tenant Office -CODE 113 Final Insulation Inspection Inspection Type: See Scope Disposition of Inspection: Pass Work Order No. 124370 Date: 10/10/2018 Any am Permit No: 18-3180 Lot No.: Contact: David Cox at 352-516-4401 I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Omega Medical - 3400 St. Johns Pkwy. Bldg A Unit 2 Address: 3440 St. Johns Pkwy Building A, Unit 2, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1800345.0000-0115-001 Scope of Inspection: Tenant Office - CODE 131 Drywall Screw Inspection Inspection Type: See Scope Disposition of Inspection: Pass Work Order No. 124791 Date: 10/15/2018 Any am Permit No: 18-3180 Lot No.: Contact: David Cox at 352-516-4401 I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 q 4 `C-7zjl UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 127909 Inspection Report Project Name: Omega Medical - 3400 St. Johns Pkwy. Bldg A Unit 2 Date: Address: 3440 St. Johns Pkwy Building A, Unit 2, Sanford, Seminole Permit No: 18-3180 County, FL 32771 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1800345.0000-0115-001 Contact: David Cox at 352-516-4401 Scope of Inspection: Tenant Office - CODE 121 Building Above Ceiling Inspection Inspection Type: See Scope Disposition of Inspection: Pass 11 /15/2018 Any am I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 q 4 g J N1ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 129084 Inspection Report Project Name: Omega Medical - 3400 St. Johns Pkwy. Bldg A Unit 2 Date: 12/03/2018 Any am Address: 3440 St. Johns Pkwy Building A, Unit 2, Sanford, Seminole Permit No: 18-3180 County, FL 32771 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1800345.0000-0115-001 Contact: David Cox at 352-516-4401 Scope of Inspection: Tenant Office - CODE 112 Final Building Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 3 HIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Omega Medical - 3400 St. Johns Pkwy. Bldg A Unit 2 Work Order No. 123682 Date: 10/04/2018 Any am Address: 3440 St. Johns Pkwy Building A, Unit 2, Sanford, Seminole Permit No: 18-3180 County, FL 32771 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1800345.0000-0115-001 Contact: David Cox at 352-516-4401 Scope of Inspection: Tenant Office - CODE 220 Rough Wall Electric Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Omega Medical - 3400 St. Johns Pkwy. Bldg A Unit 2 Address: 3440 St. Johns Pkwy Building A, Unit 2, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. Work Order No. 127907 Date: 11 /15/2018 Any am Permit No: 18-3180 Lot No.: ProjectNo.: 0115.1800345.0000-0115-001 Contact: David Cox at 352-516-4401 Scope of Inspection: Tenant Office - CODE 219 Electrical Ceiling Rough -in Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 I ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Omega Medical - 3400 St. Johns Pkwy. Bldg A Unit 2 Address: 3440 St. Johns Pkwy Building A, Unit 2, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1800345.0000-0115-001 Scope of Inspection: Tenant Office - CODE 213 Final Electrical Inspection Inspection Type: See Scope Disposition of Inspection: Pass Work Order No. 129085 Date: 12/03/2018 Any am Permit No: 18-3180 Lot No.: Contact: David Cox at 352-516-4401 I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 119972 Inspection Report Project Name: Omega Medical - 3400 St. Johns Pkwy. Bldg A Unit 2 Dater 08/22/2018 Any any Address: 3440 St. Johns Pkwy Building A, Unit 2, Sanford, Seminole Permit No: 18-3180 County, FL 32771 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1800345.0000-0115-001 Contact: David Cox at 352-516-4401 Scope of Inspection: Tenant Office - CODE 322 Rough/UG Plumbing Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 U F"i 1' 4E R" A L ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Omega Medical - 3400 St. Johns Pkwy. Bldg A Unit 2 Work Order No. 123683 Date: 10/04/2018 Any am Address: 3440 St. Johns Pkwy Building A, Unit 2, Sanford, Seminole Permit.No: 18-3180 County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1800345.0000-0115-001 Lot No.: Contact: David Cox at 352-516-4401 Scope of Inspection: Tenant Office - CODE 317 2nd Rough Plumbing Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 11NIVERSAP-j tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 129086 Inspection Report Project Name: Omega Medical - 3400 St. Johns Pkwy. Bldg A Unit 2 Date: 12/03/2018 Any am Address: 3440 St. Johns Pkwy Building A, Unit 2, Sanford, Seminole Permit No: 18-3180 County, FL 32771 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1800345.0000-0115-001 Contact: David Cox at 352-516-4401 Scope of Inspection: Tenant Office - CODE 313 Final Plumbing Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 i .. 5 6 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Work Order No. 127908 Inspection Report Project Name: Omega Medical - 3400 St. Johns Pkwy. Bldg A Unit 2 Date: 11/15/2018 Any am Address: 3440 St. Johns Pkwy Building A, Unit 2, Sanford, Seminole Permit No: 18-3180 County, FL 32771 Client: Cox Construction & Development Corp. Lot No.: ProjectNo.: 0115.1800345.0000-0115-001 Contact: David Cox at 352-516-4401 Scope of Inspection: Tenant Office - CODE 411 Mechanical Above Ceiling Inspection Inspection Type: See Scope Disposition of Inspection: Pass I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: Randy Lamb, BN 1900 qP4 `C-Ilzjl 0_INI E A® ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Inspection Report Project Name: Omega Medical - 3400 St. Johns Pkwy. Bldg A Unit 2 Address: 3440 St. Johns Pkwy Building A, Unit 2, Sanford, Seminole County, FL 32771 Client: Cox Construction & Development Corp. ProjectNo.: 0115.1800345.0000-0115-001 Scope of Inspection: Tenant Office - CODE 410 Final Mechanical Inspection Inspection Type: See Scope Disposition of Inspection: Pass Work Order No. 129087 Date: 12/03/2018 Any am Permit No: 18-3180 Lot No.: Contact: David Cox at 352-516-4401 I hereby affirm that to the best of my knowledge and belief, the above listed inspection was performed as indicated and the work was reviewed for compliance with the approved plans, and all pertinent sections of the Florida Building Code. Inspector: . Randy Lamb, BN 1900 v,r 5 IS El CITY OF PERMIT APPLICATION BUILDING DIVISION Application No: i 0 Documented Construction Value: t'5 0 0 . 0-V Job Address: 34 ST so N S I! w Historic District: Yes No[9/ Parcel ID: Residential Commercial u Type of Work: New Description of Work: Addition Alteration Repair Demo Change of Use Move lv S'1" P', t L Plan Review Contact Person: Phone: P. t Fax: A C_ -mtT t"u t-F14 7b,0c-T c,ipic-k. G -f- HIA oS-r Email: Property Owner Information Title: Name Phone: Street: fl S " Resident of property?: City, State Zip: S k,12 Contractor Information Name h1 P ?I CS ({ 'J-( Phone: `t ' S Z_ 015 G sci Street: —bo w a-"S S C_ t (_CFax: City, State Zip: 0 11,3 i G-AR11 L Name: Street: City, St, Zip: Bonding Company: Address: State License No.: CNL 1-81 S k 6 5 Architect/ Engineer Information Phone: 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' 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 construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID nL( nature of Contract r/Agent Date Pri t C ntractor/Agent's Name 61 Signature of Not DEBBIEBLANTON MY COMMISSION # Fr-178646 a= EXPIRES: February 25. 2019 F oc „Q' Bonded Thru Notary Public Underwriters J, Contractor/ Known toLe or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: r- POSITIVEo POSITIVE PLUS AIR CONDITIONING INC. 410 Regal Downs Circle PLUS Winter Garden , FL 34787 Phone 407-529-5689 • Fax 407 654-2771 AIR CONDITIONING Email positiveac@yahoo.com INC Quote Number: 521894-1 Quote Date: 9/12/2018 Due Date: Positive Plus AC Inc Naresh Jamwant 410 Regal Downs Circle Winter Garden. FL 34787 Appro ed:.: x Wr Name ems` 5f natures... k MF hate... Our BUSIneS°S Js State Certified; sed "Licenand Insured for your Protection and. Assurance If you have any questions regarding this Quote, please contact: Naresh Jamwant 407-529-5689 positiveac,a yahoo.com Name: ., F N, s. Pho ie., C .<k.. _. .,>,,'.,.,F ".,. ,.,,. 9f.v '. Via...... .. EmSN; _>„= .as>.:..` . Copyright Positive AC Inc 17-31 gn NOV CITY OF Sk 4FORD PERMIT APPLICATION BUILDING DIVISION31l3oApplicationNo: c Documented Construction Value: $ 35r 6?6O ' eQ Job Address: 1 a Historic District: Yes No Parcel ID: Qr Residential CommerciaAll Type of Work: New Addition AlterationJ!_Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Gf Title: ffif Sl d 2D Phone: 142 '329 A603 Fax: qQ 7 .37S- y76TEmai1: il i(Jl'ofc p Property Owner Information Name A Phone: Street: T 1-5 W Resident of property?: City, State Zip: L kc AQ , FL 32 7i Contractor Information Name 7fY (` Ra Phone: 6 0 Z .3 z S — 0 3 Street: 00' Cep ( PC3Ek 4_- Fax: `(o_7 32t5;--'" City, State Zip: 59A&rd R- 32771 State License No.: 2 ZZ"kgG c)00«3 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: 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. UJ FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' 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 Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 0 I6 Signature of Contractor/AgenDate fir14 Lupc Pri ntractor! ent's Name Signature of Notary -State of Flo yes PAMEBLA J. PREEDOM at ` sow NOTARY PUBLIC STATE OF FLORIDA i a Comm# FF194479 Contractor/ Agent is EIS' so WjZ*R06We or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof [I Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Am Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: FIR / 11V% BUILDING: Print Page I of I Jimmy Patronis iaXe CHIEF FINANCIAL OFFICER Julius Halas DIVISION DIRECTOR THIS CERTIFIES THAT: BUSINESS ORGANIZATION Casia Sinco BUREAU CHIEF Keith McCarthy SAFETY PROGRAM MANAGER FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF STATE FIRE MARSHAL 200 Bast Gaines Street - Tallahassee, Florida 32399-0342 Tel.850-413-3644 Fax.850-410-2467 CERTIFICATE OF COMPETENCY OFFICIAL COPY Fredric J Lupo 601 Central Park Drive Sanford FL 32771 Freedom Fire Protection of Central Fla Inc. Contractor 11 is limited to the execution of contracts requiring the ability to layout, fabricate, install, inspect, alter, repair, and service water sprinkler systems, water spray systems, foam -water sprinkler systems, foam -water spray systems, standpipes, combination standpipes and sprinkler risers, all piping that is an integral part of the system beginning at the point of service, sprinkler tank heaters, air lines, thermal systems used in connection with sprinklers, and tanks and pumps connected thereto, excluding pre-engineered systems. Issue Date: 07/01/2018 SEMINOLE COUNTY BUSINESS TAX RECEIPT JOEL M. GREENBERG, SEMINOLE COUNTY TAX COLLECTOR PO BOX 630 1 SANFORD, FL 32772 1 407-665-1000 WWW.SEMINOLE000NTY.TAX VALID THROUGH 09/30/18 FREEDOM FIRE PROTECTION OF CENTRAL FLORIDA INC Account #:126842 601 CENTRAL PARK DR SANFORD, FL 32771 REGULATED FRED LUPO (OFFICER) License # - 222966-0001-2003 Qualifier- FRED LUPO SANFORD CITY LICENSE REQUIRED ** I I Receipt #:10472017092804572 Amount Paid: $ 45.00 Date Paid:09/28/2017 I I BUSINESS OWNER, PLEASE NOTE THE FOLLOWING: DISPLAY THE ABOVE RECEIPT PROMINENTLY: This Business Tax Receipt shall be displayed conspicuously at the place of business in such a manner that it can be open to the view of the public and subject to inspection by all duly authorized officers of the County. Upon failure to do so the business shall be subject to the payment of another business tax for the same business or profession. 0 RENEW THIS TAX BEFORE IT EXPIRES: Pursuant to Florida Statutes, all Business Tax Receipts shall be issued by the Tax Collector beginning July 1st of each year, and it shall expire on September 30th of the succeeding year. Those Business Tax Receipts issued as renewal accounts beginning October 1st shall be delinquent and subject to a delinquency penalty of 10% for the month of October, plus an additional 5% penalty for each month of delinquency thereafter until paid; provided that the total penalty shall not exceed 25% of the business tax for the delinquent establishment (Florida Statute [FS] 205.053 [1]). A 25% penalty shall be imposed on any individual engaged in any new business or profession without first obtaining a Seminole County Business Tax receipt ([FS] 205.053 [2]). This Business Tax Receipt is only a receipt for business taxes paid. It does not permit the taxpayer to violate any existing regulatory or zoning laws of the state, county, or municipality, nor does it exempt the taxpayer from any other required licenses, registrations, certifications, or permits. Business Tax requirements are subject to legislative change. REPORT ALL CHANGES: The holder of this Business Tax Receipt is required to report a change in the following: Ownership, Business Location, Mailing Address, or any other information that would alter the status of the current year's information. This includes, but is not limited to, the loss of or a change in a State or Regulatory License which was used to qualify for the business identified on the current County Business Tax Receipt. If you have any changes to report, contact the Business Tax Department at 407-665-7636. FREEDOM FIRE PROTECTION OF CENTRAL FLORIDA INC 601 CENTRAL PARK DR SANFORD, FL 32771 CITY OF CITY OF SANFORD 1 ® ANFORD - Building & Fire Prevention Division 1 1 FLORIDA PO BOX 1788, Sanford, FL 32772-1788 1 I I• 1 2018 LOCAL BUSINESS TAX RECEIPT 1 VALID THROUGH SEPTEMBER 30, 2018 FREEDOM FIRE PROTECTION OF CEN 1 601 CENTRAL PARK DR j SANFORD FL 32771 ; ;I a This receipt is a local business tax only. It does not permit the local business taxpayer to 1 violate any existing zoning or regulatory laws of the state or county, nor does it exempt the business taxpayer from any other license or permits required by law. Issue Date: October 3, 2017 Control Number: 0018712!- Business Location: 601 CENTRAL PARK DR I I 1 1 1 1 Receipt Classification Receipt Penalty . Total Number Amount Amount 00026577 FIREINS 50.00 00 50.00FIREINSPECTIONS 5030C 00026578 CONTRACTOR 10 OR MORE 200.00 00 200.00 EMPLOYEES RESTRICTION FIRE SPRINKLER DESIGN, INSTALLATION AND REPAIR 1 'I 1 I ?1 SEMINOLE COUNTY TAX RECEIPT REQUIRED 4 ORIGINAL TAX RECEIPT MUST BE DISPLAYED ON PREMISES 1 I1 1 i oo o=oeoAo eeo e®®e000eo oeovo eee®oso®ono®o oeoeo®e oo®ooe®ee=o;®o=eoe®o®o o o o„o e sso;®®oaomooe ooeo`o; Page 1 of 1 ACORID® CERTIFICATE OF LIABILITY INSURANCE DATE(M1os/l5/20s/2ol8 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Willis of Florida, Inc. c/o 26 Century Blvd P.O. Box 305191 CONTACT NAME: PHONE 1-877-945-7378 aC No: 1-888-467-2378 EMAIL certificates@willis.comADDRESS: INSURERS AFFORDING COVERAGE NAIC # Nashville, TN 372305191 USA INSURER A: Evanston Insurance Company 35378 INSURED Freedom Fire Protection of Central Florida, Inc. 601 Central Park Dr. INSURER B: National Indemnity Company of the South 42137 INSURERC: Navigators Insurance Company 42307 INSURER D : Federal Insurance Company 20281Sanford, FL 32771 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: W7196476 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I TR TYPE OF INSURANCE INSD WVD SUER POLICY NUMBER MMIDDPOLICY/YYYY MMIDD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,000 CLAIMS -MADE OCCUR OREMM ETORENTEDPREMISESEaoccurrence 100,000 X MED EXP (Any one person) 5,000AXCU X Contractual Liab. PERSONAL & ADV INJURY 11000,0003CO84408/15/2018 08/15/2619 GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 POLICY F—X] jEO LOC PRODUCTS - COMP/OP AGG 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident 1,000,000 BODILY INJURY (Per person) ANY AUTO B OWNED X SCHEDULEDAUTOSONLYAUTOS 74APB002508 06/07/2018 06/07/2019 BODILY INJURY (Per accident) X HIRED X NON -OWNEDAUTOSONLYAUTOSONLY PROPERTY DAMAGE Per accident C UMBRELLA LIAR X OCCUR EACH OCCURRENCE 5,000,000 X AGGREGATE 5,000,000EXCESSLIABCLAIMS -MADE NY18EXC913747IC 08/15/2018 08/15/2019 DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N PER OTH- STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT OFFICER/MEMBER EXCLUDED? NIA E.L. DISEASE - EA EMPLOYEEMandatoryinNH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT D Contractors Equipment 4546-40-50 04/24/2018 04/24/2019 Leased/Rented 100,000 Deductible 1,000 DESCRIPTION OF OPERATIONS I LOCATIONS/ VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached if more space is required) ltla:all iihGll7iN1913 fGICCy311/trGllN C City of Sanford Building Department 300 N Park Ave FL 32771 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE UkA 1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD SR ID: 16578107 BATCH: 827958 Aar CERTIFICATE OF LIABILITY INSURANCE DATE( M06/08/, YYV) 8/ 188 THIS CERTIFICATEIS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR -PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and.conditions of. the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER Aon Risk Services, Inc of Florida CONTACT NAME: Aon Risk Services, Inc of Florida 1001 Brickell Bay Drive, Suite #1100 Miami, FL 33131- 4937 PHONE - FAX A/ C No Ext : 800-743-8130 A/C No): 800-522-7514 EMAIL ADDRESS: ADP. COI. Center@Aon.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Insurance Company of the State of PA 19429 INSURED Freedom Fire Protection of Central Florida Inc INSURER B : INSURER C : 601 Central ParkDrive, Sanford, FL 32771 INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 2112699 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LIMITS SHOWN ARE AS REQUESTED. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF MM/ DDIYYYY POLICY EXP MM/ DDIYYYY LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR EACH OCCURRENCE DAMAGE TO RENTED PREMISES Ea occurrence MED EXP (Any oneperson) PERSONAL 8 ADV INJURY GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PROJECT FILOC OTHER GENERAL AGGREGATE PRODUCTS - COMPIOP AGG AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY MBINED SIN LE LIMIT Ea accident BODILY INJURY Per person BODILY INJURY Per accident PROPERTY DAMAGE Per accident UMBRELLA LIAB EXCESS LIAB J OCCUR CLAIMS -MADE EACH OCCURRENCE AGGREGATE DEC RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/ EXECUTIVE OFFICER/MEMBER EXCLUDED? Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N I A WC 047039316 FL 7/1/2018 7/1/2019 X PER STATUTE OTH- ERE. L. EACH ACCIDENT 2,000,000 E.L. DISEASE - EA EMPLOYEE 2,000,000 E.L. DISEASE - POLICY LIMIT 2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) Minimum Premium Policy Minimum Premium Policy CERTIFICATE HOLDER CANCELLATION City of Sanford Building Department 300 N Park Ave SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Sanford, FL 32771 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE or k 'e tvtees rze o f Flv Edez1988-2015 ACORD CORPORATION. All rights reserved_ . ACORD 25 (2016/ 03) The ACORD name and logo are registered marks of ACORD DATE: it /Zlis BUSINESS/PROJECT NAME: ADDRESS: 3Y aD CONTACT NAME: s ®W CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE_FEES. PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER: / % - 31 g d PHONE: PLAN REVIEW INFORMATION j ] CONSTRUCTION [ ]C/O [I FIRE ALARM . /FIRE SPRINKLER ] HOOD [ )PAINT BOOTH []TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO FREEDOMre otection, of CENTRAL FLORIDA, Inc 601 Central Park Drive, Sanford, FL 32771 Phone: (407) 328-1663 Fax: (407) 328-4768 Fire Sprinkler System Material Data PROJECT: Omega Medical Build -Out 3400 St. John's Parkway Sanford, FL 32771 FROM: Freedom Fire Protection of Central Florida, Inc. 601 Central Park Drive Sanford, Florida 32771 DATE: November 6, 2018 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT • PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed .wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greatly increased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. TECHNICAL DATA See reverse side for Approvals and Specifications. Temperature Ratings -135OF (570C), 155°F (68°C), 175°F (79-C), 200°F (93°C), 286°F (141 °C) Water Working Pressure Rating - 175 psi (12 Bars) Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is -670F (-55°C) Frame - bronze • Deflector - brass • Screw - brass Lodgement Wire - stainless steel • Bulb seat - copper • Spring - nickel alloy • Seal - teflon Bulb - glass with alcohol based solution, 3mm size QUICK RESPONSE PENDENT VERTICAL SIDEWALL QUICK RESPONSE HORIZONTAL LPC/CE SIDEWALL HORIZONTAL SIDEWALL SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR I CLASSIFICATION I AV TI MPERATURESLER I BULB COLOR I CEILING TEMPERATURE I INTERM DIATE O= YELLOW/GREENIGH NEBLUE4iI 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-8464583 • FAX989-846-9231 JULY 2012 A-20 BULLETIN GL5615, REV. #9 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT, PENDENT • VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE SPFCIFICdTInA14 NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7cm) Factory Bronze 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7cm) Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7cm) VVhite Polyester' 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7cm) Black Polyester'' 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2cm) METRIC CONVERSIONS ARE APPROXIMATE. HORIZONTAL SIDEWALL IS 2 9/16'. FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. AODLTnIIAI C STYLE SIN K HAZARD' 135'F 155T 175TF 200-F 286T cULus FM LPC CE NYC -DOB MODEL FACTOR 57'C 68'C 79T 93'C 141'C MEA 101-92-E GL2815 2.8 LH X X X X X X X GL4215 4.2 LH X X X X X X X UPRIGHT GL5615 5.6 LWOH X X X X X X X X X X GL8115 7.8' LWOH X X X X X X X GL8118 8.1 1 LH/OH X X X X X X I X X X X GL2801 2.8 LH X X X X X X X GL4201 4.2 LH X X X X X X X PENDENT GL5601 5.6 LFUGH X X X X X X X X X X GL8101 7.8' LWQH . X X X X X X X X GL8106 8.1 LWOH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X SIDEWALLI GL8133 8-1 LH X X X X X X GL2826 § 2.8 LH X X X X X X X GL4226 § 4.2 LH X X X X X X X HORIZONTAL GL5626 § 5.6 LWOH X X X X X X X X SDEWALL GL5627c 5.6 LWOH X X X X X X X GL8127 § 8A LWOH X X X X X X ONVENTIONALr(OLD GL5624 5.6 LWOH X XX X X X X STYLE) GL8125 8.1 LWOH X X X X X X X 1SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENT S. HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4' TO 12" BELOW THE CEILING, FM APPROVED 41 TO 6" BELOW THE CEILING. INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. TEC.'OEP T RT'CAL S:JEF^.".11 .41L..! LISTED FOR 6' MIN, SPACING. 1UPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING. OH: ORDINARY HAZARD LH: LIGHT HAZARD 1/2' NPT ORDERING INFORMATION GLOBE'S PRODUCT WARRANTY SPECIFY Quantity ' Model Number • Style Globe agrees to repair or replace any of its own manufactured Orifice • Thread Sizes • Temperature products found to be defective in material or workmanship for a Finishes desired period of one year from date of shipment. For specific details of our warranty please refer to Price ListQuantity - Wrenches - P/N 325390 (1/2"); Terms and Conditions of Sale (Our Price.List). PM 312366 (L.O.) 4077 AIRPARK DRIVE, STANDISH. MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com JUNE2012 PRINTED U.S.A. BULLETIN GL5615, REV. #9 FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer of quality pipe products. Our Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada)., even though these products do not require separate approvals and listings. Bull Moose Tube made the decision to have them approved and listed for your peace of mind. Our Sch. 10 and Sch. 40 have been through the same rigorous testing as our other fine pipe products. Schedule 10 Pipe Schedule 40 Pipe Bull Moose Tube's Sch. 10 and Sch. 40 pipes are made to ASTM A135 and ASTM A795. These products are typically supplied with our protective coating but can be supplied without the coating so they can be -hot-dip galvanized to meet FM requirements for use in dry systems In accordance with the zinc coating specifications of ASTM A795 or ASTM A53. All Schedule 10 and Schedule 40 pipe has a pressure rating of 300 PSI. PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak -tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove, All loose paint, scale, dirt, chips,.grease, and rust must be removed prior to installation. Failure to lake these Important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's Instructions for the specific fitting used. n. 1819 Clarkson Road For additional Information, IIBULLL FAaSE TLJBF- y Chesterfield, MO 63017 800) 325-4467 FAX: (636) 537-2645 contact your salesperson today at (800) 325-4467 br - 636) 537-2600 in the USA, c usTO A®company www.bullmoosetube.com e-mail: sales ,bullmoosetube.com or from Canada call (800) 882-4666 O APPROVED N Information contained herein Is scwrete AS known at the time, of publication. null Moose Tube reserves the right to change product specifications Without notice and withoutlncumng obligation. 12/09 SPF>RNVIL DUCTILE IRON THREADED FITTINGS FIG. 3205 Straight Tee FIGURE oSTRAIGH Nominal Size Maximum Working PressureA Dimension A Approx. WI. Each 1 500 1.50 US 15 3450 38.10 0.39 11'L 500 1.75 1.22 31 3450 44.45 0.55 1 t4 S00 1.94 1.55 40 3450 0.11 0.10 2 S00 2.25 2.45 50 3450 57.15 1.11 Working Pressure Ratings are for reterence only and based on Sch. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit onvilind.com or contad your local AnvLI Representative. 6Om <F> LISTED APPROVED uwruay.w o.ir• ud uro.aw, auraWlla al rMwxaLilmm a ad w An PSaIar ssaa••aawr a. MATERIAL SPECIFICATIONS Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings hove higher tensile strength than that of steel pipe. Therefore, over tightening con cause damage to pipe threads which may cause leakage. Ductile iron fittings should 6e fighlened approximately three turns beyond hand fight, bvt no more than Four turns. PROJECT INFORMATION,— Project: i LjApprov ed Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/DI-1.15 F:-/RNVIL DUCTILE. IRON THREADED FITTINGS FIG. 3201 90' Elbow 0 ELBOW Nominal Sae MDximum Working PressuieL Dimension A Approx. Wt. Each 1 500 1.50 0.62 Z0 3450 38.10 0.28 1 b S00 1.75 0.90 31 3450 44.45 0.41 1 K S00 1.94 1.20 90 3450 49.271 0.54 2 500 2.25 1.85 50 3450 57.15 0.84 Working Pressure Ratings am for reference only and based on Sch. 40 pipe. Far the late Ut/ULC, and FM pressure ratings versus pipe schedule, please visit onvilintl.com or contact your local Anvil Representative. Z /11NIL' TFa APPROVED iMi N.ww.snssLe.tee a Zve S., fl.pnpaaen. MATERIALe Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45.12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC listed and FM Approved.. NOTICE: Dudila iron fillings howhigher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may muse leakage. Ductile iron linings should be tighfersed approximooly three turns beyond hand tight, but no more than four turns. PROJECT INFORMATION Project: APPROVALSTAMP Approved Address: Approved as noted Contractor: Not approved Engineer. Remarks: Submittal Date: Notes 1: Notes 2: SPF/ DI-1.15 gq x i 4 k qLCO,MMERClA L FIRE SPRINKLER CONNECTIONS Y . Y4 T Product Submittal sk f r _ :,:`'"i+egR, - „ ..,• ,,. r rya wk V s v h E 4 u APARTOF a { S 4e F z Ai 5 Jkop J A ` ' ' s y atkore .. SprinkFLEX Stainless Steel Sprinkler Fittings connect the branch line to the sprinkler using a flexible stainless steel hose and reducer. The flexible stainless.steel hose and fittings are intended for direct connection to the sprinkler and are particularly suited for use in suspended and hard ceiling applications. Each drop asserribly comes with one stainless steel flexible hose, one branch line connection nipple, one sprinkler reducing nipple and bracket system. SYSTEM OPTIONS Pre -assembled, ready to install, unbraided and braided flexible stainless steel hose lengths: 28" (700mm), 40" (1000mm), 48" (1200mm), 59" (1500mm), 71" (1800mm) 112" and 314" outlet fittings for connecting sprinkler Pre -assembled, ready to installmounting bracket available in 24" and 48" long Mounting bracket allows the sprinkler to be locate anywhere within the ceiling with reference marks in the center for ease of installation without the need for measuring. Optional factory installed sprinkler head. TECHNICAL DATA Maximum Working Pressure: 200 psi (1375 kPa) Maximum Ambient Temperature: 300' F (149'C) Connection to Branch Line: 1-inch NPT Minimum Bend Radius of Flexible Stainless Steel Hose: 3 inches (76.2 mm) per UL Listing 8 inches (203.2 mm) per FM Approval The flexible stainless steel hose should not be bent within 21L2 inches (64 mm) of the connection nut at both ends. UL Maximum K-Factor of Sprinkler to be connected to Sprinkler Reducing Nipple: 1/ 2 inch outlets: 8.0 3/ 4 inch outlets: 11.2 e FM Maximum K-Factor of Sprinkler to be connected to Sprinkler Reducing Nipple: W inch outlets: 5.6 W4 inch outlets: 8.0 Listings and Approvals: Unbraided models are UL Listed Braided models are FM Approved and UL Listed Threaded Mechanical Branch Tee SPF/ANVIL" The MT-90 mechanical tee serves the same function as the MT-1 and MT-8, but uses a steel electro-plated u-bolt to save space for easier installation in tight places. The MT-90 is ideal for direct connections with sprinkler heads and drop nipples. For the latest UL/ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.anvilintl.com or contact your local Anvil Representative. ANVIL C ul us FM LfNf Vd.S LISTED APPROVED For Listings/Appoval Details" Limitation, visa ow wabsite at www.anvilintl.com or coraad wMOP Sales Representative. Ae HOUSING: COATINGS: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 Zinc Electroplated Other available options: Example: RAL3000 or RAL9000 Series U- BOLT & NUTS: U- bolt is carbon steel SAE J429 Gr. 2, zinc plated complete with hex flanged lock nuts conforming to ASTM A-563 Gr. A or B of SAE J995 Gr. 2. THREADS: BSPT pipe thread GASKETS: Materials Properties as designated in accordance with ASTM D-2000. Grade " E" EPDM (Green color code) 401 to 230°F (Service Temperature Range)(-40°C to 110eC) Recommended for water service, diluted acids, alkalies solutions, oil - free air and many chemical services not involving hydrocarbons, oils or gases. NOT FOR USE WITH HYDROCARBONS. O O. Project: Ot t Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4. 12 Threaded Mechanical Branch Tee - SPF/ANVIL' MECHANICAL: , Nominal pipe Hole Dimensions Max. Dimensions Approx. Min. Diameter Max. Diameter A 8 T Take-outSizeO.D. Working Pressure,& Wt. In. 41II&PI1/ 21/s 3'/2 21/4 11/8 0.81''A x'/i 1.660 x 0.840 13/16 1YI6 300 32 x 12 424 x 2 i.3 30 33 20.7 54 8y' 42 0.4 1'/t x'/t 1.660 x 1.050 16/16 1 Y16 300 21/8 3'/2 2'/6 11/s 0.8 32 x 19 42.4 x 26.1 30 33 X 54 89 57.2 42 0 4 1'/4 x 1 1.660 x 1.315 1'/16 1 S/16 300 21b 3'/2 21/6 11/e 1.1 32 x 25 4 2. 4 r 33 33 2ii. 5 8e 57 2 4; 0 11/2 x'/2 1.900 x 0.840 1 s/16 1,116 300 21/4 3'/2 2'/6 13/4 0.8 4 4 8. 3 r :1. 31 39 11/2 x'/d 1.900 x 1.050 13/16 1 S/16 300 21/4 31h 21/i 13G 0.9 is 4,13r267 30 33 201 89 572 48 94 1'/2 x 1 1.900 x 1.315 1'/16 1 S/16 300 2'/6 3'/2 21/6 1'/r 1.1 40x23 48.3x33J 30 33 2fi.% 8° 5.11.2 48 05 2 x'/2 2.375 x 0.840 13/6 1 S/16 300 21/2 3'/4 21/6 2 0.9 50 x 12 60.3 x 21.3 30 33 20.7 64 95 57.2 Si 0.4 2 x'/4 2.375 x 1.050 1'/6 1S/16 360 21/2 31b 21/4 2 0.9 Sil:? i4 603 - 30, 33 4 95 57.2 4 2 x 1 2.375 x 1.315 1'/6 Y116 300 21/s 3'/4 2'/6 2 1.1 l;t ; ?3J .... 20 7 i 1 2 Sy n { 3 OR x 1/2 2.996 x 0.840 11/I6 1 S/16 300 21/s 4'/6 21/6 21/8 0.9 2+7rii8 57.2 59 0.4 3 O.D. x'/4 2.996 x 1.050 11/6 1 YI6 300 2'/s 4'/, 2'/4 2% 0.9 16Ax 19 76.1 x26.7 30 33 20.7 73 iO3 5L2 59 0.4 3 O.D. x 1 2.996 x 1.315 13/6 11/16 300 3 41/4 21/4 21/6 1.1 75.1 x25 76.1 x 33.7 30 33 20.11 i08 58 05 Working "Pressure Ratings are for reference only and based on Sch. 40 pipe. For lie latest UUMC, FM, VdS and L°CB pressure ratings versus pipe schedule, please visit onvilintl.com or contact your local Anvil Representative. Note: Tighten nuts alternately to a recommended torque of 18-22 14:16s. (25-30 Nm) on pipe wall less than schedule 101Din 2440) or 23.27.h.-lbs. (31-37 Nm) on pipe walls schedule 10 (DIN 2440) and above. A WARNING For dry pipe systems and freezer applications lubrication of the gasket is required, Gruvlok® Xtreme" Lubricant is required. FP-4.12 Threaded ,Rod , 545, 4 e.'Y"`tt +{}} 'LieT ti^fi.T+'rF -" r fl. 3'"t'r,. e 't'.ra,•.. yp "^£'<° •'... a3 7A"s t"'t ;r'itf.. Y.r+ zr 4 't .' ssr ,t.. . s c„a` trh 6 +4' ` 3 k,, as... "' v"°`h t 1 1 11. B 6 5 i uY9 '. t' 6pg iRt'i Sy"i€ z'..T, b` 'z'-CM nC •fMMEMO- 3'ui YdC'I'i dS' ry t u'1u`. 'ufRON I' iP',zi$'.P."2 1 ors`"'+ehi.,,, Z JX• az In41. 1 wwL::.5.9.d.. c: Cri w:. '-bs. ., +u'lY 3a% j.KY 3 p r a[c:ictlls' u^4.1a:3i^L';..'£....$...Y F a.'! k SF i41.a`"'°F.'.ir5ir R`%"o-k%`, - Fii X gt'% S.^' 3'. v. a`.'.•"Gi?z^B5. 1 1 1 y ntt4tt'k'!`Yp.Tiie'"."'.+N.'.S pIµf ; S 4 a%. C" wg Tw M., EI• t1, f uPv+' "FApII 'C 1 1d1 s B Y' h y yy w .rW EN N7,-iSYtsz1 5;, 1 • 1 • rs.'.,." HIM Y s$ . ° Load based on Max, 650 degrees F, WARNING ERICO products shall be installed and used only as indicated in ERICO's product instruction sheets and training materials. Instruction sheets are available at w wv.erico.com and from your ERICO customer service representative. Improper installation, misuse, misapplication or other failure to completely follow ERICO's instructions and warnings may cause product malfunction property damage, serious bodily injury and death. Copyright O 2015 ERICO International Corporation. All rights reserved. CADDY, CADWELD, CRITEC, ERICO, ERIFLEX, ERITECH, and LENTON are registered trademarks of ERICO International Corporation. 11 ERICO* Conforms with Federal Specification WW-H-171 (Type 23), Manufacturers Standardization Society ANSI•/MSS-SP-58 (Type 19 and 23) Jto t- Et IF + ra Material: Steel C &U.LUs FM e111aVED G a+iX pJz. `et"PaF Fsnish:Plaln a t• E'3"`.'E i(ir-%+ t-IE, *.Z ; g. , i, r t . - tl° cy FSIfiJ s f , g nlP f .3.L dF aCp y1 .k tM,. 7:r'y"' Wjr aLY- yfT't1- {tdy , t se z'., k r'p {r g 01LA" "V'kRs'1 :: f5 . MOMME k d a' p'yS,pt ,tali Yyf.`,Y.€4G2a'X".Gii r(n,^ty ,, 1111 c f 9S; MOM sMEPd. hs.gfi ^G 5 d ryq.ist riST.R s.1 '` In_1, 27 t Lrwv.=aarn; Y...'m a. U..'s `a Y ss C .vas W'K G: -. +C,2-Y.3t" 2.5..1na_ s' k'2.^im aall'S'7.i,'^Y 3'> Ska":x t.s'??,:a:'a....1. n 7777yy 1 i`.wX Ell iN a'' Z-.vT F.3 1111' setscrew must be tightened and torqued onto the sloped side of the I-beam. Recognizing that torque wrenches are generally not used or available on many job sites, the setscrew should be tightened so it contacts the I-beam and then an additional-1/4 to 12 turn added. ANSI is a registered trademark of American National Standards Institute. FM is a registered certification mark of FM Approvals I.I.C. LTD, UL, UR, cUL, cUR, cULus and cullus are registered. certification.marks of UL LLC, WARNING ERICO products shall be installed and used only as indicated in ERICO's product instruction sheets and training materials. Instruction sheets are w available atww.erico.com and from your ERICO customer service representative. Improper installation, misuse, misapplication or other failure to completely follow ERICO's instructions and warnings may cause product malfunction, property damage, serious bodily injury and death. Copyright O 2015 ERICO International Corporation. All rights reserved. CADDY, CADWELD, CRITEC, ERICO, ERIFLEX ERFECH, and LENTON are registered trademarks of ERICO International Corporation. 11 ERICO* The 115 Standard Duty Loop Hanger, part of the CADDY' line of fasteners and supports from ERICO, is ideal for suspending stationary, non -insulated pipe lines, including CPVC pipes, in fire sprinkler systems. A knurled insert nut helps simplify vertical adjustments and flared edges on the base (12" to 4" sizes) help protect pipes from coming into contact with any sharp edges of the hanger. Flared edges help prevent any sharp surfaces from coming into contact with the pipe (1/2" to 4" sizes) Retained insert nut helps ensure the loop hanger and insert nut stay together Recommended for the suspension of stationary non -insulated pipe lines Manufactured to use the minimum rod size permitted by NFPA• for fire sprinkler piping Conforms with Federal Specification WW-H-171 (Type 10), Manufacturers Standardization Society (MSS) SP-58 (Type'10) RS C 1 oD 11 Material: Steel FM Finish: Pregalvanized C@US v.•OYID ' 1 q i* 4 i{e,u3Zy S'YfgC 11,.... $®® Ya4'§ Tz.' i..,x. c+ si{"a't.SL' 33ei z.:tt ei" s'hy Gid"L', 4'fi aar `tr .is5a:, 11 g g6' X, Pvi - h4 sC+w"_(y t Y' ..^. NMI-, 94YM3 r C.iak 1 vL:. P® u;n® t...c.ar`4F...;..,_...' Sv......:.:.-a E. cz..p}4i'`l fiP X'..kCd-+.¢"'+.''f'.rd7y..'".b!°"F(iy®,} G+." ylR'L '` y 6 *J '{6:I: i.-.`. t A r' f'{v--•'. 14§. u` Y t5skvC V.. ir{iiuiG 6 d;Stsa+s HK7k' gin 3-1 h'fi 5 .." l P9 .,.eF°s 5Owx'.,G>....MESi fifEi1,P.,,".az>£d 3}+nbi`.,r.' F KII.R p p t t 5.ef,.e..G':..r':.'iSG-....]..$;..''s;.}`e{fi w'`G`zj.as i'},5:'XL o Job Address: 7rarc Oct 3 11918 PERIVIIT APPLICATION Application No: Documented Construction Value: $A 50 / (2)0 J K 1214_5 C 78'Historic District: Yes NoR Parcel_ID: ZC- 11-- 30 `5,Af - z`105;) -Q000 Residential Commercial Type of Work: New Addition Alteration JK Repair Demo Change of Use Move iA 11) ice_ I / 1 - - r /.% _ — / _ 1 Description of Work: rhvi'H— Oct Plan Review Contact Person: r Lupcj Title: Phone: `1 O '7- 3 76—f aE Fax: '40 7.3L 9--VOMmail: )l i Property Owner Information Name ! / \ sc l CC Phone: Street: ZC I `/ J'>j City, State Zip: CQ16-0r C, S27 Resident of property?: Contractor Information Name Ft- plj a 69A% Phone: 707" 3— 1003 Street: 1_6*a FL Fax: ` o7 — '_3F0 g769' City, State Zip: 77 State License No.: Zzz Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TOXECORD 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. CA - FBC 105.3 Shall be inscribed with the date of application i and the code in effect as of that date: 6" 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 t4iscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or fed i}gXcies. i> (; 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 Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Signature of Contractor/Agent 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: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: FIRE: 10/31/1 % BUILDING: FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" 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 Print Owner/Agent's Name w : to - Z3-y& Date Signature of Contractor/ gent Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID fz1 J Lupo Pri t ontractor/Agent's Name 0-23-18w Signatur tagP EDKJ)1? EEDOM Date NOTARY PUBLIC STATE OF FLORIDA Comm# FF194479 Cont a bar%APP q$sonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas [I Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: FIRE: 1011111 BUILDING: 11 s'- Jimmy Patronis t Casia Sinco CHIEF FINANCIAL OFFICER BUREAU CHIEF Julius Halas Keith McCarthyDIVISIONDIRECTORS , SAFETY PROGRAM MANAGER M1" WB FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF STATE FIRE MARSHAL 200 East Gaines Street - Tallahassee, Florida 32399-0342 Tel.850-413-3644 Fax.850-410-2467 CERTIFICATE OF COMPETENCY OFFICIAL COPY THIS CERTIFIES THAT: Fredric J Lupo 601 Central Park Drive Sanford FL 32771 BUSINESS ORGANIZATION: Freedom Fire Protection of Central Fla Inc. Contractor Il is limited to the execution of contracts requiring the ability to layout, fabricate, install, inspect, alter, repair, and service water sprinkler systems, water spray systems, foam -water sprinkler systems, foam -water spray systems, standpipes, combination standpipes and sprinkler risers, all piping that is an integral part of the system beginning at the point of service, sprinkler tank heaters, air lines, thermal systems used in connection with sprinklers, and tanks and pumps connected thereto, excluding pre-engineered systems. Issue Date: 07/01/2018 Type: 07 Class: 12 County: Seminole License/Permit #: 222966-0001-2003 Expiration Date: 06/30/2020 Chief Financial Officer https://www.citizenserve.com/Adinin/PrintLetter.jsp 7/9/2018 SEMINOLE COUNTY BUSINESS TAX RECEIPT JOEL M. GREENBERG, SEMINOLE COUNTY TAX COLLECTOR PO BOX 630 1 SANFORD, FL 32772 1 407-665-1000 WWW.SEMINOLE000NTY.TAX VALID THROUGH 09/30/19 FREEDOM FIRE PROTECTION OF CENTRAL FLORIDA INC 601 CENTRAL PARK DR SANFORD, FL 32771 FRED LUPO (OFFICER) Account #:126842 REGULATED License # - LIC PERMIT# 222966-0001-2003 Qualifier- FRED LUPO SANFORD CITY LICENSE REQUIRED ** Receipt #:10472018083005084 Amount Paid: $ 45.00 Date Paid:08/30/2018 1 BUSINESS OWNER, PLEASE NOTE THE FOLLOWING: DISPLAY THE ABOVE RECEIPT PROMINENTLY: This Business Tax Receipt shall be displayed conspicuously at the place of business in such a manner that it can be open to the view of the public and subject to inspection by all duly authorized officers of the County. Upon failure to do so the business shall be subject to the payment of another business tax for the same business or profession. RENEW THIS. TAX BEFORE IT EXPIRES: Pursuant to Florida Statutes, all Business Tax Receipts shall be issued by the Tax Collector beginning July 1 st of each year, and it shall expire on September 30th of the succeeding year. Those Business Tax Receipts issued as renewal accounts beginning October 1st shall be delinquent and subject to a delinquency penalty of 10% for the month of October, plus an additional 5% penalty for each month of delinquency thereafter until paid; provided that the total penalty shall not exceed 25% of the business tax for the delinquent establishment (Florida Statute [FS] 205.053 [1]). A 25% penalty shall be imposed on any individual engaged in any new business or profession without first obtaining a Seminole County Business Tax receipt ([FS] 205.053 [2]). This Business Tax Receipt is only a receipt for business taxes paid. It does not permit the taxpayer to violate any existing regulatory or zoning laws of the state, county, or municipality, nor does it exempt the taxpayer from any other required licenses, registrations, certifications, or permits. Business Tax requirements are subject to legislative change. REPORT ALL CHANGES: The holder of this Business Tax Receipt is required to report a change in the following: Ownership, Business Location, Mailing Address, or any other information that would alter the status of the current year's information. This includes, but is not limited to, the loss of or a change in a State or Regulatory License which was used to qualify for the business identified on the current County Business Tax Receipt. If you have any changes to report, contact the Business Tax Department at 407-665-7636. FREEDOM FIRE PROTECTION OF CENTRAL FLORIDA INC 601 CENTRAL PARK DR SANFORD, FL 32771 10411 AL CITY OF CITY OF SANFORD r L41 I _ S 400 Building Division r r FL 32772-1788 ea FLORIDA PO Box 1788, Sanford, r/IJ r 2019 r LOCAL BUSINESS TAX RECEIPT' VALID THROUGH SEPTEMBER 30, 2019 FREEDOM FIRE PROTECTION OF CEN L 601 CENTRAL PARK DR rfj SANFORD FL 32771 r`vi L:i r J L This receipt is a local business tax only. It does not permit the local business taxpayer to violate any existing zoning or regulatory laws of the state or county, nor does it exempt the L business taxpayer from any other license or permits required by law. r j L LIssue Date: September 5, 2018 Control Number: 0018712+, i' Business Location: 601 CENTRAL PARK DR r J L\\ 1 L* 1 L41 L'\ L ri r/. i r Lam\ I i rJ L Lei SEMINOLE COUNTY TAX RECEIPT REQUIRED L. 40iORIGINAL TAX RECEIPT MUST BE DISPLAYED ON PREMISES r L \ 1 r+ j L 4\1 tj Lv' L 1 01 rJ LL\ 1 fJ L \ 1 r+ J 1 r j r L+ 1 r L` l r L+ r 1 r r Receipt Classification Receipt Penalty Total Number Amount Amount 00026577 FIREINS 50.00 00 50.00 FIRE INSPECTIONS 5030C 00026578 CONTRACTOR 10 OR MORE 200.00 00 200.00 EMPLOYEES RESTRICTION FIRE SPRINKLER DESIGN, INSTALLATION AND REPAIR Page 1 of 1 a C"RE> CERTIFICATE OF LIABILITY INSURANCE ATE(MM/DD/YYYY) 08/15/2018r THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT -BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Willis of Florida, Inc. c/o 26 Century Blvd P.O. Box 305191 CONTACT NAME: PHONE 1-877-945-7378 FAX 1-886-467-2378AICNo: E- ADDRESS: certificates@will is. com INSURERS AFFORDING COVERAGE NAIC # Nashville, TN 372305191 USA INSURER A: Evanston Insurance Company 35378 INSURED Freedom Fire Protection of Central Florida, Inc. INSURER B : National Indemnity Company of the South 42137 INSURERC: Navigators Insurance Company 42307601CentralParkDr. INSURER D: Federal Insurance Company 20281Sanford, FL 32771 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: W7196476 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM/DDIYYYY POLICY EXP MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,000 ETO-RENTED CLAIMS -MADE OCCUR P REMIPREMISES Ea occurrence 100,000 X MED EXP (Any one person) 5,000AXCU X Contractual Liab. PERSONAL & ADV INJURY 1,000,0003CO84408/15/2018 08/15/2019 GENT AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE 2,000,000 7PRO- POLICYLOC PRODUCTS - COMP/OPAGG 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 Eaaccident_ BODILY INJURY (Per person) ANYAUTOB OWNED X SCHEDULED AUTOSONLYAUTOS74APB002508 06/07/2018 06/07/2019 BODILY INJURY (Per accident) X HIRED X NON -OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident C UMBRELLA LIAB X OCCUR EACH OCCURRENCE 5,000,000 AGGREGATE 5,000,000 XEXCESSLIABCLAIMS -MADE NY18EXC913747IC 08/15/2018 08/15/2019 DED T RETENTION $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS' LIABILITY Y / N STATUTE ER E. L. EACH ACCIDENT ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/ MEMBER EXCLUDED? N/A E. L. DISEASE - EA EMPLOYEE MandatoryinNH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT D Contractors Equipment 4546-40-50 04/24/2018 04/24/2019 Leased/Rented 100,000 Deductible 1,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached if more space is required) CERTIFICATE HOLDER CANCELLATION City of Sanford Building Department 300 N Park Ave Sanford, FL 32771 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Uak 1988- 2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD SR ID: 16578107 BATCH: 827958 ACORC? CERTIFICATE OF LIABILITY INSURANCE DAT06/08/ DIYYYY) s/oB/1 s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies, may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER Aon Risk Services, Inc of Florida - CONTACT NAME: Aon Risk Services, Inc of Florida PHONE FAX A/C No Ext : 800-743-8130 A/C No): 800-522-75141001BrckellBayDrive, Suite #1100 Miami, FL 33131-0937 EMAIL ADDRESS: ADP.COI.Center@Aon.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Insurance Company of the State of PA 19429 INSURED Freedom Fire Protection of Central Florida Inc INSURER B : INSURER C601CentralParkDrive, - Sanford, FL 32771 INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 2112699 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LIMITS SHOWN ARE AS REQUESTED. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE CLAIMS -MADE OCCUR NTEDDAMAGETO . o..". PREMISES Ea occurrence MED EXP (Any one person PERSONAL 8 ADV INJURY GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE POLICY PROJECT LOC PRODUCTS - COMP/OPAGG OTHER COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY Ea accident BODILY INJURY Perperson) ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident HIRED NON -OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE AGGREGATEEXCESSLIABCLAIMS -MADE DEC I I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN X PERSTATUTE OTH- ER E.L. EACH ACCIDENT 2,000,000AANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? NIA WC 047039316 FL 7/1/2018 7/1/2019 E.L. DISEASE - EA EMPLOYEE 2,000,000MandatoryInNH) It yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 2,000,000 DESCRIPTION OF OPERATIONS i LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) Minimum Premium Policy Minimum Premium Policy CERTIFICATE HOLDER CANCELLATION City of Sanford Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 300 N Park Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Sanford, FL 32771 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE an rRLb/ ye tv&e , Qrxa ofO{lo-tida IJ 1988-2015 ACORD GOKPUKA I IUN. An rignts reserves. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: 1 -0131' ` 1 PERMIT NUMBER: BUSINESS/PROJECT" NAME: j ADDRESS: 3 W, Ja6n's Uh/ f L7 CONTACT NAME: PHONE: PLAN REVIEW INFORMATION l CONSTRUCTION [ )C/O [ ] FIRE ALARM . VKRE SPRINKLER [ ) HOOD [ )PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: FFIEfEDOM r e R®t ®n of CENTRAL FLORIDA, Inc 0 C T 3 1 2018 601 Central Park Drive, Sanford, FL 32771 Phone: ( 407) 328-1663 Fax: (407) 328-4768 Fire Sprinkler System Material Data PROJECT: Strada Units 6, 7 & 8 Build -Out 3400 St. John's Parkway Sanford, FL 32771 FROM: Freedom Fire Protection of Central Florida, Inc. 601 Central Park Drive Sanford, Florida 32771 DATE: October 23, 2018 PERMIT # DESCRIPTION AND OPERATION QUICK RESPONSE AUTOMATIC SPRINKLERS GL. SERIES UPRIGHT • PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greatly increased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. TECHNICAL DATA See reverse side for Approvals and Specifications. Temperature Ratings -135°F (57°C), 1550F (680C), 175°F (79°C), 200°F (93°C), 286°F (141 °C) Water Working Pressure Rating - 175 psi (12 Bars) Factory tested hydrostatically to 600 psi (34 Bars) Maximum low temperature glass bulb rating is -67°F (-55°C) Frame - bronze • Deflector - brass • Screw - brass Lodgement Wire - stainless steel • Bulb seat - copper • Spring - nickel alloy . Seal - teflon Bulb -glass with alcohol based solution, 3mm size SPRINKLER TEMPERATURE RATING/CLASSIFIC) TION BULB COLOR ORANGE/RED YELLOW/GREEN nd COLOR CODING N.F.P.A. MAXIMUM CEILING TEMPERATURE 989-8464583 • FAX989-846-9231 BULLETIN GL5615, REV. #9 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT. PENDENT . VERTICAL SIDEWALL HORIZONTAL SIDEWALL . CONVENTIONAL (OLD STYLE SPF[`IFIC'dT1nN4 NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7cm) Factory Brodie 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7cm) Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7cm) White Polyester' 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7cm) Black Polyester'' 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2cm) METRIC CONVERSIONS ARE APPROXIMATE. HORIZONTAL SIDEWALL IS 2 9/16". FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. A000ni/AI e SIN K 135-FrF 175'F 200T 286'F FM LPC CE NYC •DOB STYLE MODEL FACTOR HAZARD' 5TC 79'C 93'C 141'C cULus MEA 101'92 E GL2815 2.8 LH X X X X X X GL4215 4.2 LH X X X X X X UPRIGHT GL5615 5.6 LWOH X X X X X X X X X GL8115 7.8' LWOH X X X X X X GL8118 8.1 LWOH X X X X X X X X X GL2801 2.8 LH X X X X X X GL4201 4.2 LH X X X X X X PENDENT GL5601 5.6 LWOH X X X X X X X X X X GL8101 7.8' LH/OH X X X X X X X X GL8106 61 LWOH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X SIDEWALLI G18133 8_1 LH X X X X X X GL2826 § 2.8 LH X X X X X X X GL4226 § 4.2 LH X X X X X X X HORIZONTAL GL5626 § 5.6 LWOH X X X X X X X X SmEWALI GL5627o 5.6 LWOH X X X X X X X GL8127 § 8A LWOH X X X X X X CONVENTIONAL GL5624 5.6 LWOH X X X X X X X OLD STYLE) GL8125 8.1 LWOH X X X X X X X 1SPRINKLERS SHALL BE LIMITED AS PER 1 HE KtUU1KtMtN I s ur Ntl'A1 s ANv ANY v+ncR +ccw cv . , ..... ... HORIZONTAL SIDEWALL cULUs LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. INSTALL IN ACCORDANCE TO SS5306 AND ANY OTHER RELATED DOCUMENTS. TENDENT VERTICAL $IDE%NALL A 11 n• Lf$Trn FOR 6' MIN. SPACING. fUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING. OH: ORDINARY HAZARD LH: LIGHT HAZARD 1/2' NPT ORDERING INFORMATION GLOBE' PRODUCT WARRANTY SPECIFY Quantity • Model Number • Style Globe agrees to repair or replace any of its own manufactured Orifice • Thread Sizes • Temperature products found to be defective in material or workmanship for a Finishes desired period of one year from date of shipment. For specific details of our warranty please refer to Price UstQuantity - Wrenches - PIN 325390 (1/2"); Terms and Conditions of Sale (Our Price.List). PIN 312366 (L.O.) 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1 800 248-0278 www.globesprinkler.com to's JUNE2012 PRINTED U.S.A. BULLETIN GL5615,REV. #9 FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer of quality pipe products. Our Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada)., even though these products do not require separate approvals and listings. Bull Moose Tube made the decision to have them approved and listed for your peace of mind. Our Sch. 10 and Sch. 40 have been .through the same rigorous testing as our other fine pipe products. Schedule 10 Pipe Schedule 40 Pipe Bull Moose Tube's Sch. 10 and Sch. 40 pipes are made to ASTM A135 and ASTM A795. These products are typically supplied with our protective coating but can be supplied without the coating so they can be hot -dip galvanized to meet FM requirements for use in dry systems in accordance with the zinc coating specifications of ASTM A795 or ASTM A53. All Schedule 10 and Schedule 40 pipe has a pressure rating of 300 PSI. PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak -tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove, All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these Important steps may result In Improper coupling assembly, causing leakage. Also, check the manufacturer's Instructions for the specific filling used. 1819 Clarkson Road For additional^ information, lChesterfield, MO 63017 contact your salesperson g IN Is r FAoS.TLKM Y (800) 325-4467 today at (800) 325-4467 or OsT '^` x FAX: (636) 537-2645 636) 537-2600 in the USA, www.builmoosetube.com or from Canada M A®company e-mail: salesna,bullmoosetube.com call (800) 882-4666 APMOYLD AI Information contained herein Is accurate as known at time or publication. Bull Moose Tube reserves the right to change product specifications wiUtout notice and without incurring obtagon. l2f09 SPF/RPIVIL' DUCTILE IRON THREADED FITTINGS!! FIG. 3205 Straight Tee r r 1 fr1JdS F e ss. H ' EKJ Jx 3 •f alr• . 1 i 1 Nominal Size Maximum Working Pressure.. Dimension A Approx. Wt. Each 1 500 1.50 0.85 25 3450 38.I0 QV 1 Y44 500 1.75 1.22 3? 3450 1 44.45 1 0.55 1K 500 1.94 1.55 40 3450 0.27 0.70 2 Soo 2.25 2.45 50 3450 57.15 1.11 Working Pressure Ratings are For reference only and based on Sch. 40 pipe. For the latest UVULC, and FM pressure ratings versus pipe schedule, please visit anvilind.com or contod your local Anvil Representative. 161Ea APPROVED App MD r Jl'mLevu. aEela ai wwan3nLoom a a] an MvPSaYa Rapeanlali.. Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Block Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ ULC Listed and FM Approved. NOTICE: Ductile iron fittings hove higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should he fighfened approximately three turns beyond hand tight, but no more than four turns. f I• 1 r 1• •r 1 1 Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/ 01-1.15 ER:Nv:KDUCTILE IRON THREADED FITTINGS FIG. 3201 90' Elbow 0 Ali ximum NominalApprox. Size;Working Pressure Diensi; A-WI. Each 1 Soo 1.50 0.62 20 34,so 38.10 0.28 1 / Soo 1.75 0.90 32 34s0 44.45 0.41 116 Soo 1.94 1.20 40 3450 49.216 0,54 2 500 2.25 1.85 50 3450 51.1S 0.84 Working Pressure Ratings are far reference only and based on Sch. 40 pipe. For lse latest Ul/ULC, mid FM pressure ratings versus pipe schedule, please visit anvilind.com or contact your local Anvil Representative. Z / 111VIL , 100 APPROVED rp, wY a.Ye•-u,J liN•lion•, rbila q.ww.an•W&— •r M0 Says RapmumalM. MATERIAL SPECIFICAT.10 Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded. fittings are UL/ ULC listed and FM Approved.. NOTICE: Ductile iron Fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads vAich may cause leakage. Dvcfile iron finings should be tightened approximately three turns beyond hand tight, but nos more than four toms. PROORMATIQN,• r Project: t Approved Address: Approved as noted Contractor: Not approved Engineer. Remarks: 0 Submittal Date: Notes 1: Notes 2: SPF/DI- 1.15 COMMERC V,- S Mew et Product Submittal AA N . . . . . . Ji N PART Awl Ark? A W AR koreftkaimlawlIIAV SprinkFLEX Stainless Steel Sprinkler Fittings connect the branch line to the sprinkler using a flexible stainless steel hose and reducer. The flexible stainless.steel hose and fittings are intended for direct connection to the sprinkler and are particularly suited for use in suspended and hard ceiling applications. Each drop assembly comes with one stainless steel flexible hose, one branch line connection nipple, one sprinkler reducing nipple and bracket system. SYSTEM OPTIONS Pre -assembled, ready to install, unbraided and braided flexible stainless steel hose lengths: 28" (700mm), 40" (10.00mm), 48" (1200mm), 59" (.1500mm), 71" (1800mm) 1e2" and 314" outlet fittings for connecting sprinkler Pre -assembled, ready to install mounting bracket available in 24" and 48" long Mounting bracket allows the sprinkler to be locate anywhere within the ceiling with reference marks in the center for ease of installation without the need for measuring. Optional factory installed sprinkler head. TECHNICAL DATA Maximum Working Pressure: 200 psi (1375 kPa) Maximum Ambient Temperature: 300' F (149'C) Connection to Branch Line: 1-inch NPT Minimum Bend Radius of Flexible Stainless Steel Hose: 3 inches (76.2 mm) per UL Listing 8 inches (203.2 mm) per FM Approval The flexible stainless steel hose should not be bent within 214 inches (64 mm) of the connection nut at both ends. UL Maximum K-Factor of Sprinkler to be connected to Sprinkler Reducing Nipple: 1/2 inch outlets: 8.0 3Y4 inch outlets: 11.2 FM Maximum K-Factor of Sprinkler to be connected to Sprinkler Reducing Nipple: V2 inch outlets: 5.6 3/4 inch outlets: 8.0 Listings and Approvals: Unbraided models are UL Listed Braided models are FM Approved and UL Listed Threaded Mechanical Branch Tee SPF/RNVIL- .. The MT-90 mechanical tee serves the same function as the MT-1 and MT-8, but uses a steel electro-plated u-bolt to save space for easier installation in tight places. The MT-90 is ideal for direct connections with sprinkler heads and drop nipples. For the latest UL/ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.onvilintl.com or contact your local Anvil Representative. AWIL C UL us <a> 9LISTEDAPPROVEDjY F r Listings/Approval Details and Limitations, visd ow website at vww.anvilintl.c n or contact an AnW' Sales Representative. 1 1 HOUSING: COATINGS: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 Zinc Electroplated Other available options: Example: RAL3000 or RAL9000 Series U-BOLT & NUTS: U-bolt is carbon steel SAE J429 Gr. 2, zinc plated complete with hex flanged lock nuts conforming to ASTM A-563 Gr. A or B of SAE J995 Gr. 2. THREADS: BSPi pipe thread GASKETS: Materials Properties as designated in accordance with ASTM D-2000. Grade "E" EPDM (Green color code) 40eF to 230°F (Service Temperature Range)(-40eC to 11 O°C) Recommended for water service, diluted acids, alkalies solutions, oil -free air and many chemical services not involving hydrocarbons, oils or gases. NOT FOR USE WITH HYDROCARBONS. MATION1 Project: VAL STAMP Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 Threaded Mechanical Branch Tee Z ANVIL: SPF/RNVIL" , BSP_',THREAOEMMECHAW1CAL Pipe Hole Dimensions Max. Dimensions Approx. Min. Diameter Max. Diameter A 8 T Take-outF"AX O.D. Working Pressured Wt. Ea. PS «` . 5 jn/m1W 4;K, ...R In. m 1, In /mm tkik s 1.660 x 0.840 Rib 1 s/16 300 2'/a 3'h 2'/4 11/8 0.8 31x1_2 42.4 x?i.3 30 33 20.7 54 89 57.2 42 0.4 1'/, x'/4 1.660 x 1.050 V/6 i s/16 360 2'/a 31h 2'/4 11/e 0.8 32 x 19 42.4 .x 26.1 30 33 20.7 54 89 51.2 42 0.4 11/4 x 1 1.660 x 1.315 13/i6 1 s/i6 300 2'/4 3'/z 2'/4 11/8 1.1 Z 47 4 x 33. % 30 33 7ii7 g 89 51.1 4 i O S 11/2 x'/2 1.900 x 0.840 13/16 1 s/)6 300 2'/4 31/2 2i/4 13/4 0.8 1 V2 x 3/4 1.900 x 1.050 V/I6 i s/16 300 2'/4 3'/2 2'/4 11/4 0.9 19 42.3z?c.1 3L 3s" 2;;7 89 5:.2 4E G 1'/2 x 1 1.900 x 1.315 13/6 1 S+/16 300 23/a 31/2 2'/4 1114 1.l 10* 45.3: 3i1 3J 33 20.7 xi 89 51.2 43 3{ 2 x'/2 2.375 x 0.840 11/16 1 S/6 300 21/2. 31/4 21/4 2 0.9 r. 12 60.3 x ? 1.3 30 33 2;1.7 64 95 57.2 51 0.4 2Jx 1/4 2.37S x 1.050 13/16 1Yu 300 21/2 31/4 21/4 2 0.9 2 x 1 2.375 x 1.315 P/16 1 s/16 300 21/s 31/4 2'/4 2 1.1 iv 40 6" 3 O.D. x,'/2 2.996 x 0.840 1 V/16 I Y4 300 21/8 4'/4 2'/4 2% 0.9 i 12 7,41 , i 54 f7 3 O.D.x 3/4 2.996 x 1.050 13/16 15/!6 300 2'/s 4'/4 2'/4 2% 0.9 76. + x i 9 16.1 r. Po.1 30 33 20.7 73 i 08 517.1 59 1.4 3 O.D. x 1 2.996 x 1.315 13/16 11/16 300 3 4'/4 2'/A 2'/4 1.1 15 76.1 x 3 3. 7 30 33 201 16 G3 51.1 Sfi 0-% Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/Ul., R.,, VdS and L°C,B pressure ratings versus pipe schedule, please visit onvilind.com or contact your local Anvil Representative. A WARNING Note: Tighten nuts alternately to a recommended torque of 18-22 ItAbs. (25-30 Nm) on pipe wall less than schedule 10 (Din 2440) For dry pipe systems and freezer applications or 23-27 ft. lbs. (31-37 Nm) on pipe walls schedule 10 (DIN 2440) and above. lubrication of the gasket is required, GruvloV Xtremer" lubricant is required. FP- 4.12 Load based on Max, 650 degrees F, WARNING ERICO products shall be installed and used only as indicated in ERICO's product instruction sheets and training materials. Instruction sheets are available at www.erico.com and from your ERICO customer service representative. Improper installation, misuse, misapplication or other failure to completely follow ERICO's instructions and warnings may cause product malfunction property damage, serious bodily injury and death. Copyright O 2015 ERICO International Corporation. All rights reserved. CADDY, CADWELD, CRITEC, ERICO, ERIFLEX, ERFECH, and LENTON are registered trademarks of ERICO International Corporation. Inc®° Conforms with Federal Specification WW-H-171 (Type 23), Manufacturers Standardization Society ANSI°/MSS-SP-58 (Type 19 and 23) ER I A eta FY Material: Steel C UL US . FM MtOVLD h ii ,. F'il x y }vyya t{Fi"+' F;nlsh: Plain 1/11 sg®®® t:3 `' 74, b.t'i,.. t . i f. q„ SY'"}-f44kt...f L 4 f +.i"x. '.^ i8 S'CS L..•3 .u.: J, [ X.i s k s d r '`,1.%i. Y'E"[ e,u X i ra eX,,a a li''k''U,'.k'1;,;"e-, 4s;.1 - 1 -. BJ5Y 4 Sip f,Yi9'F`"ij; s s C 11 • t r r I t , 1 OR TIRLIN-REW,rb a„iyP ey; aN. t93,700 k 0110Y3?:.s'g'F*r rit c `.a c," fir« - yy' peF"a s Fsnlsh EleQrogalvatnzed a. r ' ti 1, r®+'T'r®® s. 1111. _. o a 11 x r yOVL 06b,si3 tvJ.- u,L..v';:-'1$.S''.K5 'fi`A.JYfg®pAn.'1 xes vi x«'!x-m£.'.. y1" 7'` c sna/? ry a°m C ur'ik._,`>dh 4 MR i 111ppL• IA..4L 010, t'i t. q,7 MiC' aBERM le { vY r Fi pp®tom x x6 i t® Setscrew must be tightened and torqued onto the sloped cye of the t-beam, Recognizing that torque wrenches are generally not used or available on many job sites, the setscrew should be tightened so it contacts the I-beam and then an additional 1/4 to 12 tun added.. ANSI is a registered trademark of American National Standards Institute. FM is a registered certification mark of FM Approvals LLC. LTD. UL UR. cUL, cull, cULus and cURus are registered. certificationmarks of UL LLC, WARNING ERICO products shall be installed and used only as indicated in ERKO's product instruction sheets and training materials. Instruction sheets are available at www.erico.com and from your ERICO customer service representative. Improper installation, misuse, misapplication or other failure to completely follow ERICO's instructions and warnings may cause product malfunction, property damage, serious bodily injury and death. Copyright 0 2015 ERKO International Corporation. AR rights reserved. CADDY, CADWELD, CRITEC, ERICO, ERIFLEX ERRECH, and LENTON are registered trademarks of ERICO International Corporation. 1. 11:• The 115 Standard Duty Loop Hanger, part of the CADDY* line of fasteners and supports from ERICO, is ideal for suspending stationary, non -insulated pipe lines, including CPVC pipes, in fire sprinkler systems. A knurled insert nut helps simplify vertical adjusttnerrts and flared edges on the base (12" to 4" sizes) help protect pipes from coming into contact with any sharp edges of the hanger. Flared edges help prevent any sharp surfaces from coming into contact with the pipe (1/2" to 4" sizes) Retained insert nut helps ensure the loop hanger and insert nut stay together Recommended for the suspension of stationary non -insulated pipe lines Manufactured to use the minimum rod size permitted by NFPA• for fire sprinkler piping Conforms with Federal Specification WW-H-171 (Type 10), Manufacturers Standardization Society (MSS) SP-58 (Type 10) li 5Oo q8A1 II Material: Steel FM Finish: Pregalvanized C U` U5 AIROMD ' t fT tT; r}p°P f l5 a 7 i. "F L it 6ta t,.Z .N ia K'.. atr i ..A 4 ': f T s r r }> y vY 1 I t itSc{ r s F.-_ x._v. p as }r " g+-i I i. l`$g',, L 1. zw y`F 3'.u ongg, l- Z I fiF a" .g Wig NNIP4 t:.;`.,_mot:.. Iyy - Y vtd ivI s'S._."L+ii.^NY. s.- 1: 3%.1'.9P'y+b"°®®"a,®w® c Y 6 A Y'. 'fiii, h T.: F `.,.L. d.z...Xt T.,:_3..-.-_.. f k R° ' x.. a"A,Y'"?f'.. 1 . yc1' 1 ildAks,a---. r t gv- '7 F"-1' dYi9UN L''"er r1 y '^'! 1 n rq\ z :,b.."S,i.. d c«..3,.,.. INS.wm ..,.s, f,k- anr:.. h '. NE r'j 1 OFF NI . I 4....0I 11 IC®•