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HomeMy WebLinkAbout1105-1117 W Airport Blvd New construction Bldg 1 Phase 3Ir n F NOV 14 2018 j(03 CITY OF SkNFORD VRMIT APPLICATION BUILDING DIV SION ' Qom- 5 3 Q ) o N ApplicatQion i (J r f Documented struction Value: $ Job Address: /!---///7 V/4/ !D rJo/ ' Hist6oric District: Yes [I No® Parcel ID: W-al 0-30z30D 0000 Residential Commercials, Type of Work: New P Addition Alteration ElRepair Demo Change of Use MoveEl Description of Work: i DAC-T[(lLct riY) as U,i 1r 4 C . n9 # Plan Review Contact Person: / L--E--%r 4 °, Title: Phone• - 30 i' Fax: Email: Property Owner Information D Name r 0 . - li Phone: 407 4(o 9-OOo1 9 's - Street: ; lam t 1/ Resident of property?: /Y 0 City, State Zip: &Yt T 0 /`Ul L 773 Contractor Information Name aes-bsioT_a I tT2,i',5 Phone: H02 - L4 & $ DO a Street: ?, ( ' M S 4 Fax: NLA City, State Zip: W I f 1r Pa d_K, r L3 a-'77K State License No.: C 6 C 03 43 G j,, Architect/Engineer Information Name: 651(Id 11' rtt A550d,6fe,9 Phone: Street: rl e- dlTa- hU f'41 051, Fax: * 7- 93Y - [ F9 2 City, St, Zip: A ( amo W S S t' L 32 7 E-mail: &4&291_ dZA- 6-te-W A ! , Bonding Company: / - Mortgage Lender: Address: Address: JUL d w1orc rAfz.K, / Z 3 c;z7if $1 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. FB605.3 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 1CC 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. AV, Nmk A Print Owner/Agent's Name Print Contractor/Agent's Name l f PPTA-6xU« P Ala, I (/(4,/1IP P Nz PTI 16, Signature of Notary -State of Florida Fld Rote Signature of Notary -State of Florida Date Rawpa go of Fa* Nx WA 01 Fbft 5 * . •,/• Owner/ Agent is_r or Contractor/Agent is a or Produced IDOL Type of ID >' LT L Produced ID - 0 lr Type of ID FQ L BELOW IS FOR OFFICE USE ONLY Permits Required: Building electrical 13 Mechanical Plumbing 9'-**G as Roof Construction Type: .28 Occupancy Use: Qwg 1 .. & Flood Zone: Total Sq Ft of Bldg: 7, e2rw Min. Occupancy Load: # of Stories: 001.4— New Construction: Electric - # of Amps IZ= Plumbing - # of Fixtures t Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes []No WASTE WATER: BUILDING: — / o — r' DESIGN ENTERPRISES, INC. COMMERCIAL BUILD -OUT SPECIALISTS PO Box 848 - Winter Park - Florida 32790 407) 830-1414 License CBC034367 January 9, 2019 Mr. George Viele Managing Member Brio, LLC P.O. Box 848 Winter Park, Florida 32790 Re: Brio Business Center New Building #1 & (4) Spec Suites 1105111091111311117 W. Airport Blvd. Sanford, Florida 32771 CONTRACT PERMIT # OFFICE Design Enterprises, Inc., hereby submits this Contract to provide all labor, materials, equipment, permit and supervision required to complete the Scope of Work, described and detailed herein, for the price of: Seven Hundred One Thousand Five Hundred Dollars S701,500.00 The Scope of Work is based on drawings by Design Three Associates (handled direct w/ Brio, LLC), dated 10/19/18 (22 total pages), site visits to familiarize ourselves with existing conditions, exclusive of any concealed items/conditions, and subject to the AHJ, to include the following: 1. PERUIT: Allowance for necessary permit, inspections and certificate of completion or similar document, (excludes impact fees and if any are paid by DEi, Brio to reimburse DEt), S 6,000.00 2. GENERAL CONDITIONS. Insurance; Misc. Labor, Temp. Toilet; Waste Removal; Clean-up; Overhead and Supervision, $28,450.00 3. FRAMING/DRYWALL: Per plans, including: New frrewalls shoNvn; and new interior walls, insulation and FRP as shown, S 52,500.00 4. STEEL BUILDING & OH DOORS. Per plans, including: Steel building materials from Vulcan Steel, including erection by MMBS; and install (4) new 10' x 10' coiling steel doors, chain operated, wind - loaded & with interior slide locks and install (4) new HM man doors, S143,825.00 5. STOREFRONT: Per plans, including: Install 1" insulated glass with doors as shown, $48,210.00 6. CONCRETE&IASONRYIEIFS: Per plans, including: Install all concrete & masonry as shown, including front & rear sidewalks similar to other two ex. front buildings; and install EIFS system as shown, S 132, 550.00 Page 2 of 3 Brio B1.1 + Specs Suites 1105/1109/1113/1117 January 9, 2019 7. PA11ING/LANDSCAPING: Per plans, including: Cut-out & remove approx. V of ex. asphalt at front & rear of new building area, along with approx. 4' of ex. dirt/gross and install new 5' x 100' of new asphalt & base materials front & rear; and includes $7,500.00 allowance for irrigation & landscaping at front & North side of building, $18,300.00 8. PLUjiIBING: Per plans, including: Connect to meter provided by City of Sanford (not included); Install new sanitary & water lines; and install all new std. fixtures and misc. restroom hardware as shown, S 57,730.00 9. ELECTRICAL: Per plans, including: Install new 800 amp 120/208 volt 3 phase building service at North end plus, (4) new 200 amp tenant services, including all lighting & misc. as shown, S 68,150.00 10. H.VA.C.: Per plans, including: Install five (5) new Bryant 14 SEER split systems, (15) total tons, each with electric heat, std. fiberglass ducts %v/ flex run -outs, digital t-stats & condensers on painted steel racks at rear; Install Nutone ducted restroom exhaust fans as shown; and roof warranty penetrations includes plumbing penetrations), S 46,700.00 11. FIRE SPRIAIKLERSIALARLIS: Per plans, including: Install new wet pipe fire sprinkler system from ex. underground connection/stub-up and install semi -recessed sprinkler heads throughout to meet code at new office/restrooms/warehouses; and install new EST addressable fire alarm system and (1) City required horn/strobe at all four (4) suites, $19,775.00 12. ACOUSTICAL CEILING: Per plans, S 5,110.00 13. PAINTING: Per plans, including: Paint all interior & exterior surfacestitems as shown, including(]) prime coat white at all warehouse drywall, $12,050.00 14, DOORS: Per plans, including: Install interior SC doors, HM frames & hardware as shown, S 4,675.00 15. FLOORCOVERING: Per plans, including: New LVT & std, vinyl base ONLY at restrooms; and balance of floors to remain concrete - broom sweep ONLY, S 1,525.00 16, MILLFFORK. N/A, 0.00 17. FIRE FMMGUISHERS• Install (8) new wall -mounted FE's, S 400.00 18. BLINDS. None, 19. CONTINGENCI': None, 20. PROJECT FEE. Relative to the above, Scope of Work is specifically limited to the above. S 0.00 S 0.00 S 55,550.00 Total Contract Price... $702,500.00 or y Page 3 or3 Brio BNI +Specs Suites 1105/1109/111311117 January 9, 2019 The following items are EXCLUDED from the above Scope of Work: e Ardriteetnml/Engineering fees, impact fees, any Citimatigy connection feu, tenant related signage & security systems, Performance and payment bonds, e Insulation, except as noted, Moving of any tenant -related furniture, equipment, etc., Low Voltage telephone and data wiring, devices and equipment, o Asbestos, lead paint and/or hazardous waste removal of any kind, if any, e Warranties, implied or otherwise as to any existing fixtures, equipment or conditions unless specifically described above, e Adequate electric power for construction purposes is provided and paid by owner, or will become an additional charge to be determined, AB weekend and overtime work, Curless Initiated by Design Enterprises, Inc. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the Contract and may extend the construction time. Job as proposed herein is to be done in a single phase proceeding from task - to -task in a customary fashion, unless specifically agreed to in writing. All agreements contingent upon strikes, accidents or delays beyond our control. This Contract subject to acceptance within 30 days and is void thereafter at the option of the undersigned. Payment terms: Interim monthly payment draws (invoiced on the 251h of each month with payment by the 15i° of the following month), balance due upon substantial job completion, as evidenced by Certificate of Completion or similar document, net 10 days from date of invoice. A FINANCE CHARGE of 1 % per month (ANNUAL PERCENTAGE RATE OF12%) may be charged on anv unpaid balance over 20 days from: the date of invoice. Entire Agreement Clause: This Contract represents the entire agreement between both parties and there are no verbal representations, nor ivill any further verbal discussion, representations or the Gke be used by either party against the other par*. Additionally, conversations, agreements or othenvise behveen owner/tenant and sub -contractors shall not be the responsibility of Design Enterprises, Inc All changes or adjustments to work must be in some written format, such as letter or facsimile, initialed or approved by both parties. In the event litigation becomes necessary for any reason, such litigation shall be submitted to trial before the court of appropriate jurisdiction of the Ninth Judicial Circuit, in and for Seminole County, Florida. The prevailing parties are due all reasonable attorney fees and all costs of such litigation at both the trial and appellate level. We thank you for the opportunity of presenting this Contract to you and should you require additional information, please call. DE J,!T EWZE RUSES, INC. iGLef Principal ACCEPTED BY: Signature: Title: Owner's Name & Address: CITY OF PERMIT APPLICATIONY . S.A FORD s: BUILDING DIVISION p L , Application No: 15. 45 3 t, oc> Documented Construction Value: $ 677. • Job Address: /l-5-"r///7 / 1A&1o]-i 19h1-c! Historic District: Yes [] No© Parcel ID:0,273%4 - 0006 Residential Commercial Type of Work: New P Addition 1 Alteration El Repair Demo ChangeofUse Move Description of Work: i OYl Truc ion &X aP_(A) ui 1r a,y)Gt, J Plan Review Contact Person: l f /w %/`4., °. Title: Phone: 0 - 430• l V1 r Fax: Email:/'.'es/9f'! CI`i`' ai •epxf J, Property Owner Information Name lV r i 0 L. `- • C Phone: Street:— W. Air-00irt City, State Zip: &,n t0 eA L 1403-4169- 00,-7 Resident of property? : /UO Contractor Information Name )8 l6 Q. VtTQd ti l; 1 . - Phone: '[7- b $ DO oZ. Street: • 33M. % Lf g Fax: MIA City, State Zip: U5 1 A —re r Pa 3 9- z_'i7 State License No.: CSC 031- kr (,, Architect/Engineer Information 6! Name: i(-,j •J ' `1 a AswaoJeq Phone: Street: g ts- O1rti e_4Tw A".A va Fax: -' 6783ri-fit City, St, zip: A f- amb o `t *,% -C.C. .7 E-mail: 4.SP1 r F, 0(.? - 'c ,r !S, Mortgage Lender: Address: f a I f /sCd A W1JfrCr_1eWL0z_ Bonding Company: 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 60! Edition (2017) Florida Building.Code OT CE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property Oat 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 federatigencies. 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 Print Omer/Agent's Name ' Print Cbntractor/Agent's Name ' Signature of Notary -State of Florida Pg" PMte Signature of Notary -State of -Florida Date MOWPate Slateof Fiaida '°" We of Florida My Cmvrk iOn Expires arPOPz021 My Commission Expires 03120 mi No. GG 8494 Commission Na GG 84949 Owner/Agent is or Contractor/Agent is a or' Produced ID FVT L Type of ID Y L J`7 t' Produced ID - V) V Type of ID - P0> L BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg. Min. Occupancy Load: of Stories • New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No r' APPROVALS: ZONING: UTILITIES: WASTE WATER- ( ENGINEERING: COMMENTS: FIRE: BUILDING: BRIO, L.L.C. P.O. Box 848 . Winter Park . Florida 32790-0848 407-830-1414 NOV 14 2018 4 a_ November 14, 2018 Dave Aldrich CBO, MCP Building Official City of Sanford RE: New Building Permit Application Brio Business Center — Building #1 1121-1295 Airport Blvd. Sanford, Florida 32771 Dave, We are submitting plans for the final building — Building #4/Phase III [this is considered building #1 of 4 — buildings #2 & #4 were built in Phase I and building #3 was Phase II], at our Brio Business Center project. Complete architectural drawings for building #1 along with Spec build -out plans with full MEP's and energy calcs are included in our submittal. Given the site plans were approved back with Phase I, (2005 — built 2006) and there are no changes contemplated, we're also submitting copies of the prior approved site plans with the submittal. We ask you to please accept these previously approved site plans relative to the minimal site work needed relative to this final building. Any remaining site work is immediately adjacent to building #1 (pad ready) and same will be performed in accordance with these previously approved site plans. These improvements include sidewalks, landscaping, irrigation, pavement markings & utility connections. Please email me at the address below or contact me with any questions at 407-468-0029. Respectfully, Br' X GI A. Le Managing Member gleffler.design@gmaii.com CITY OF SANS - PERMIT APPLICATION Y • BUILDING DIVISION Application No: r/ Documented Construction Value. $ 6 l 7 `i' 0. 00 Job Address: / —l%7 il/• i fir{ /J,/ Historic District: Yes No© Parcel ID: -"300 i3164 OOD e) Residential Commerci1—& Type of Work: New P Addition Alteration Repair Demo[] Change of Use Move Description of Work: Plan Review Contact Person: Z EY Title: Phone: 07-430• /V/ Y Fax: Email:_ap 1'. ejr/qf'! C1`'l c< •pwf rr Property Owner Information Name r 1 0 . L- • l . Phone: rgrgnM Street: airport C_ ( Resident of property? : IVO City, State Zip: _XI n r0 e-A , P L ]73 Contractor Information Name l t In Ierj ; Ua E Phone: ! jQr7 - b % DO pu Street: Fax: MIA City, State Zip: WfolttCkirKIPI3XT q State License No.: C-9C 03 q-3C [ Architect/Engineer Information Name: boade,9 Phone:. fi•- , 3-• Street: g Qr e91T, . AUK-(,4 i as F. IY(6 793-51-q79 2 city, st, zip: 1`t Lb 4 r t S s L 27 -mail: d,? - arcAj/ ;! Bonding Company. Address: CIO" J, Mortgage Lender:.j /E CyAxel Address: Iva I aE;- IBC_ , W111rrr, A*&LK, )L 3 7 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: 60! Edition (2017) Florida Building.Code OTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property brat 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'agencles. 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. TV= Chen 41 MIT, &N,B]'Vidwl9- Clem . Print Otimer/Agentm sNaePrint Contractor/Agent's Name Signature of Notary -State of Florida PIB W&te Signature of Notary -State of -Florida Date WOW PattiMState of fiaidd ': •"y, State of Fltxida Mt 14 Cornmisft EON M12012921 ` % My Comittission Expires 0y20/2021 No; GG84949 Ccmm1Wm Nu. GG 64949 Owner/ Agent is or Contractor/Agent is a or Produced ID FVP L Type of ID Produced ID - V) V Type of ID L L 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 APPROVALSONING: ENGINEERING: Lw UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: i CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICETEES. PHONE: 407.688.5052 FAX: 407.688.5051 DATE: A, PERMIT NUMBER: BUSINESS/PROJECT NAME: ADDRESS: CONTACT NAME: PHONE: PLAN REVIEW INFORMATION lly/cONSTRUICTION [ ]C/O [ ] FIRE ALARM FIRE SPRINKLER HOOD PAINT BOOTH TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: 3 00 BRIO, L.L.C. P.O. Box 848 . Winter Park . Florida 32790-0848 407-830-1414 NOV 14 1018 d-3 November 14, 2018 Dave Aldrich CBO, MCP Building Official City of Sanford RE: New Building Permit Application Brio Business Center — Building #1 1121-1295 Airport Blvd. Sanford, Florida 32771 Dave, We are submitting plans for the final building — Building #4/Phase III [this is considered building #1 of 4 — buildings #2 & #4 were built in Phase I and building #3 was Phase II], at our Brio Business Center project. Complete architectural drawings for building #1 along with Spec build -out plans with full MEP's and energy calcs are included in our submittal. Given the site plans were approved back with Phase I, (2005 — built 2006) and there are no changes contemplated, we're also submitting copies of the prior approved site plans with the submittal. We ask you to please accept these previously approved site plans relative to the minimal site work needed relative to this final building. Any remaining site work is immediately adjacent to building #1 (pad ready) and same will be perfonmed in accordance with these previously approved site plans. These improvements include sidewalks, landscaping, irrigation, pavement markings & utility connections. Please email me at the address below or contact me with any questions at 407-468-0029. Respectfully, gleffler.design@gmail.com CITY OF PERMIT APPLICATIONSANF0RD ''' BUILDING DIVISION u LJ..1. - g _14pli ation No: 18) 453t, Documented Construction Value: $ 61-j 4so, — Job Address: -05--117 /y.A&&Ti61 f%d Historic District: Yes [I No© Parcel ID: Q2'a 030 z300 3%4 - coo 6 Residential Commercia Type of Work New P Addition Alteration Repair Demo Change of Use Move Description of Work Plan Review Contact Person: , &Af r'-1 ° - Title: Phone: 1167-930-10 Fax: Email: 67, ' e5 9h ®Cj`w1 c< •wf 11 Property Owner Information Name8ri 0 L • - • • Phone: 40-1-4(o 9'(9Oa-% Street: U' n40 r Resident of property?: /y0 City, State Zip: &,n " 0 l`A ' P'L 31713 Contractor Information Name E InT Cori 5-P S , Phone: Hlf - b $ Do a, 9 Street: d • ' M % `f Fax: 1ILA City, State Zip: W I /1t Ar , d" K , r— L 39,17K State License No.: CAC 03 q- 3G r7 Architect/Engineer Information Name: 6S)(_1d 1Y %G &Wade-9 Phone: *Z.-6, 3V-.2 5% Street: 2 157 Oy-1tvi_fa, A U-f.4 (D Fax: '67- V1/ - If F% 2 City, St, Zip: f-%wD Vl 1 S S 1 E-mail: ff1fiJ,51A @ d.? - artAjAr_;; , God Mortgage Lender: &Z1 IZAAel' Address: %2S-b Bonding Company: 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 may be additional restrictions applicable to this property Oat 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. 00 (S / / r$ Signal Owner/ a Date Signal of Contractor ate Print Owner/Agent's Name IFPrint Contractor/Agent's Name i U)5 MI PPTArLnnxu« PAxIec, (/(4,//P / P xvz-t Signature of Notary -State of Florida pmw p'ote Signature of Notary -State of Florida Date PrAlA Patel S18i9 OI F101j t -4'0 101, S(at9 Of FlOfIdl My Co wb*n EON My Commission Expires Qir201Z021 84940 °' Commission Na G(i 84948 Owner/Agent is I _ Na GG or Contractor/Agent is a or L YProducedIDF0TypeofID L11) (. Produced ID - 0 V Type of ID F LP L BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories -.- New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire AlarmPermit: Yes []No APPROVALS: ZONING: UTILITIES: 'S l s, i $WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: BRIO, L.L.C. P.O. Box 848 . Winter Park. Florida 32790-0848 407-830-1414 NOV 14 2018 November 14, 2018 Dave Aldrich CBO, MCP Building Official City of Sanford RE: New Building Permit Application Brio Business Center — Building #1 1121-1295 Airport Blvd. Sanford, Florida 32771 Dave, We are submitting plans for the final building — Building #4/Phase III [this is considered building #1 of 4 — buildings #2 & #4 were built in Phase I and building #3 was Phase I1:], at our Brio Business Center project. Complete architectural drawings for building #1 along with Spec build -out plans with full MEP's and energy calcs are included in our submittal. Given the site plans were approved back with Phase I, (2005 — built 2006) and there are no changes contemplated, we're also submitting copies of the prior approved site plans with the submittal. We ask you to please accept these previously approved site plans relative to the minimal site work needed relative to this final building. Any remaining site work is immediately adjacent to building #1 (pad ready) and same will be performed in accordance with these previously approved site plans. These improvements include sidewalks, landscaping, irrigation, pavement markings & utility connections. Please email me at the address below or contact me with any questions at 407-468-0029. Respectfully, Bri L.C. GI A. Le Managing Member gleffler.design@gmail.com BRIO, L.L.C. P.O. Box 848 . Winter Park. Florida 32790-0848 407-830-1414 Nov 14 2018 November 14, 2018 Dave Aldrich CBO, MCP Building Official City of Sanford RE: New Building Permit Application Brio Business Center — Building #1 1121-1295 Airport Blvd. Sanford, Florida 32771 Dave, We are submitting plans for the final building — Building #4/Phase III [this is considered building #1 of 4 — buildings #2 & #4 were built in Phase I and building #3 was Phase II], at our Brio Business Center project. Complete architectural drawings for building #1 along with Spec build -out plans with full MEP's and energy calcs are included in our submittal. Given the site plans were approved back with Phase I, (2005 — built 2006) and there are no changes contemplated, we're also submitting copies of the prior approved site plans with the submittal. We ask you to please accept these previously approved site plans relative to the minimal site work needed relative to this final building. Any remaining site work is immediately adjacent to building #1 (pad ready) and same will be performed in accordance with these previously approved site plans. These improvements include sidewalks, landscaping, irrigation, pavement markings & utility connections. Please email me at the address below or contact me with any questions at 407-468-0029. Respectfully, Brio, .C. GI . Leffl Managing Me er gleffler.design@gmaii.com r CITY OF 0. Y :. - &FORD PERMIT APPLI nWFg BUILDING DIVISION /tom .zo --t D Application No: Documented Construction Value: $ l 7 7• J Job Address: 11-05--1117 41444 7191 d',f Historic District: Yes No© Parcel ID: OJ-;,) O- 30 Z300 O%4 -- coo 6 Residential Commercials, Type of Work: New P Addition Alteration Repair Demo Change of Use Move !! Description of Work; Plan Review Contact Person: G&V Title: Phone: 767 30• l i" Fax: Email:_C7:[1"`-2/''ejr/qi! Cl`'l c! •0 u'1 Property Owner Information Name lLJ r l Q. L- •lam'. Phone: 401-4(o -Mg- % W. Ai rt ? . Street: cc Resident of property.. /UO City, State Zip: _Q,Yt T O !`(j', t L , 32113 Contractor Information Name 1 f(l Vt Q d r%l; QS Phone: !JQ 7- b g bO o2.% Street: Fax: NIA City, State Zip: Y' 3a q State License No.: c6 c o L' k l Architect/Engineer Information Name: 6 6 InIntt A6506(14e,9 Phone: Street: g 1,15- O r'ti tkiTa- Ay- ,41 v 7` FamIY(67' /-6CY City, St, zip: A Man VI 1 t S s C. 327 1 E-mail: d,?A araj&;S Bonding Company: IK Address: 1 IeAkv, Mortgage Lender: Address: _1253 I jE-E- I CG A w10 c,444- , 4 WARNING TO OWNER. YOUR FAIL URE 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. t 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 maybe additional restrictions applicable to this property Oat 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'agencles. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. I 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 Print Omer/Agent's Name f Print Contractor/Agent's Name W14 o Reyl, %.AAA( egawt- Signature of Notary -State of Florida ft" tWteSignatureofNotary -State of Florida Date R Ud PdW 1ate0f f 011d9 i9'' F" &IO CI Floriti3 My CgnoL*n Expires 1 my Commission Expires 03 20j M' NaGG84941a CommissionNo. GG 8496 Owner/Agent is or Contractor/Agent is a or Produced ID 1.'D t, Type of ID Y 1,D i, Produced ID - 3 V Type of ID FLO L 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: COMMENTS: ENGINEERING: Fire Alarm Permit: Yes No WASTE WATER: FI AllIvAr BUILDING: i M. BRIO, L.L.C. P.O. Box 848 . Winter Park . Florida 32790-0848 407-830-1414 1,:0v i a 2018 November 14, 2018 Dave Aldrich CBO, MCP Building Official City of Sanford RE: New Building Permit Application Brio Business Center — Building #1 1121-1295 Airport Blvd. Sanford, Florida 32771 Dave, We are submitting plans for the final building — Building #4/Phase III [this is considered building #1 of 4 — buildings #2 & #4 were built in Phase I and building #3 was Phase II], at our Brio Business Center project. Complete architectural drawings for building #1 along with Spec build -out plans with full MEP's and energy calcs are included in our submittal. Given the site plans were approved back with Phase I, (2005 — built 2006) and there are no changes contemplated, we're also submitting copies of the prior approved site plans with the submittal. We ask you to please accept these previously approved site plans relative to the minimal site work needed relative to this final building. Any remaining site work is immediately adjacent to building #1 (pad ready) and same will be performed in accordance with these previously approved site plans. These improvements include sidewalks, landscaping, irrigation, pavement markings & utility connections. Please email me at the address below or contact me with any questions at 407-468-0029. Respectfully, Brio X.C. GI . Leffl Managing Me er gleffler.design@gmail.com G t WE onaoy Clerk Of The Circuit Court & Comptroller Seminole County FL Inst #2018129514 Book:924$ Page:1614; (1 PAGES) RCD: 11/14/2018 4:05:04 PMRECFEE $10.00 tHlsas Rur RRt:rPq,tFDD nj, Neoro: // `.vfilCL^' Address• NOTICE OF COMMENCEMENT trp:RFED COPY GRANT MATOY CLERK COUR• s•,y;t 560 u c K . BY fgate State of Florida County of Seminole Permit Number. Parcel ID Number: 002 ocoo The undersigned hereby gives notice that ImProvemerd wID be made to certain real propatty, and In accordance withChapter713. Florida Slalutes, the following information Is provided in this Notice of Commenrrmonr OWNER INEORMATION: _ Address: Fee SIMPIe Tide Holder Of other than owneh Name: Address: CONTRACTO Name • N E7- i/isc's iC/'7 -. S oT-83Pi Address ; 7 LIZ Persons within the State of Florida Designated by Owner upon whom notice or othor documents may be servedasProvidedbySection713.13(1)(b). Fiorida Statutes. Name : t eriA AddresstZSb I ItrC'CL,r P,cK Z$q In addition to tdmseM. Owner Designates Serdlarr 713.13(1)(b), Honda Statutes. To receNe a COPY of the Uanors Notice as Provided In EbipIrattan Dais of Notice Of Commencement (The expiration data Is 1 year from data of rocording unless adifferentdataIsspecifled) WARNING 7O OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OFCOMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713. PART 1. SECTION 713.13. FLORtDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY ANOTICEOFCOMMENCEMENTMUSTBERECORDEDANDpOSTmONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. jUndertdeclare that 1 have read the foregoing and that te facts stated In tt are trueandbeDef. r0~8 P* Md Neer muttBpnthenopaoromnmmramartandnooiroda"be pwnM d b sip b Rs or her shed,, Stato of _Ko County IF The foregoing Instrument was acknowteed before me this - 14 ~ dgdayof 20f by — Uc f (`1 1 _ •( Who rs personaay known so no Nerno OPewnmalbrgaaMmaNORwho has produced idonbficatton Rtypo of Identification produced: V plrlt>!11111 Camilds On Tr'or t 1 4949 N i r t •. 1l'.• s. alS yr•'.;3t...`: • ` t} it = .' ib• .. _ ;.c }%'.•,i.. r. `$may ,(Y^ Florida Bui'Idln,g Code 'Sixth Edition 20 17 E Iner AOn? se1XVIRr )F r . • ; r.Tq-'Q - ¢. :... r ti, t. i- s '. :." r't . ;'}'h4•tiji;;_"i%,.l',t. t' !+ri' :.. :'•'+Y yk •.;, . t. I gyugFC"2.,e Dec 3 1;2017 k'QEffeativeWteAS. HRAEy90 1:En`'U aion f e Lr _i.:;.1''• - i•sf•;•.. - r .:":Q.:¢i>,1lS :,is 4.• : e' •fr k PERMIT # , t—gCheck List C: Applications for compliance with the Florida Building Code, Energy Conservation shall include: D J This Checklist PERMIT I The full compliance report generated by the software that contains the project summary, compliance summary, certifications and detailed component compliance reports. E The compliance report must include the full input report generated by the software as contigous part of the compliance report. Ed Boxes appropriately checked in the Mandatory Section of the complaince report. OFFICE OCT 2 9 2018 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 ' Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/ 2018 Page 1 of 23 PROJECT SUMMARY Short Desc: X8044 Owner: Addressl: W. AIRPORT BLVD Address2: Description: BRIO BLDG 1 City: State: Zip: Type: Office Class: Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 7200 SF Conditioned & UnConditioned Area: No of Stories: 1 Area entered from Plans Permit No: 0 Max Tonnage If different, write in: Building Rotation: 128 Deg Clockwise. Walls & windows will be rotated accordingly SANFORD FL 32733 New Finished building 7200 SF 7200 SF 5 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 2 of 23 Compliance Summary Component Design Criteria Result Gross Energy Cost (in $) 6,886.0 6,914.0 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 PASSES PASSES Yes/No/NA 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 ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 3 of 23 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: DAVID GAST Building Official: Date: j 0- 21- 2 d 9 Date: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify (') that the system design is in compliance with the Florida Energy Efficiency Code Architect: Reg No: Electrical Designer: Reg No: Lighting Designer: Reg No: Mechanical Designer: DAVID GAST Reg No: FL PE 38638 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 ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 4 of 23 Project: X8044 Title: BRIO BLDG 1 Type: Office WEA File: FL_ORLANDO Building End Uses I)Proposed 2) Baseline Total 438.50 442.00 6,886 $6,914 ELECTRICITY(MBtu/kWh4) 438.50 442.00 128479 129477 6,886 6,914 AREA LIGHTS 62.70 87.30 18374 25578 985 1,366 MISC EQUIPMT 108.00 108.00 31646 31646 1, 696 1, 690 PUMPS & MISC 0.00 0.10 10 17 1 1 SPACE COOL 149.60 134.40 43820 39371 2,349 2,102 SPACE HEAT 1.50 3.70 427 1072 23 57 VENT FANS 116.70 34202 1,833 Credits Applied: None Passing Criteria = 6914 Design (including any credits) = 6886 Passing requires Proposed Building cost to be at most 100% of Baseline cost. This Proposed Building is at 99.6% 108.50 31793 1, 698 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 ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 5 of 23 External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP W/Unit) or No. of Units (W) (W) Sgft or ft) None Project: X8044 Title: BRIO BLDG 1 Type: Office WEA File: FL_ORLANDO_SANFORD_AIRPORT.tm3) Lighting Controls Compliance Acronym Ashrae Description Area Design Min Compli- ID (sq.ft) CP CP ance PTOZo1Sp1 17 Office -Enclosed 7,200 4 3 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 ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 6 of 23 Project: X8044 Title: BRIO BLDG 1 Type: Office WEA File: FL_ORLANDO_SANFORD_AIRPORT.tm3) System Report Compliance 4.0 T SS System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 48000 13.00 13.00 13.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 24560 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 1600 0.80 0.82 PASSES System -Supply Constant Volume 5.0 T SS System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 60000 13.00 13.00 13.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 24560 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 1800 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 L, None EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software, Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 7 of 23 Project: X8044 Title: BRIO BLDG 1 Type: Office WEA File: FL_ORLANDO_SANFORD_AIRPORT.tm3) Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance Water Heater 1 Electric water heater <= 12 [kW] 97.00 0.97 PASSES PASSES Project: X8044 Title: BRIO BLDG 1 Type: Office WEA File: FL_ORLANDO_SANFORD_AIRPORT.tm3) Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in] F] SF.F] Domestic and Service Hot Water 0.25 False 105.00 0.28 1.00 0.50 PASSES Systems 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 ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 8 of 23 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 1. To be checked br Designer W Engineer Insulation 5.8.1.2 Envelope Below -grade wall insulation installed per manufacturerAfTms instructions. Insulation 5.8.1.2 Envelope Slab edge insulation installed per manufacturers 0 fTms instructions. Insulation 5.5.3.5 Envelope Slab edge insulation depthAength. Insulation 6.4.4.1.5 Envelope Bottom surface of floor structures incorporating 0 0 radiant heating insulated to >=R-3.5. Fenestration 5.5.3.6 Envelope U-factor of opaque doors associated with the building thermal envelope meets requirements. SYSTEM —SPECIFIC 6.5.1, 6.5.1.1, Mechanical Air economizers provided where required (and not 6.5.1.3, 6.5.1.4 exempted), meet 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 6.5.1, 6.5.1.2, Mechanical Water economizers provided where required, 0 0 6.5.1.3 meet the requirements for design capacity, maximum pressure drop and integrated economizer control. SYSTEM —SPECIFIC 6.5.1.5 Mechanical Economizer operation will not increase heating O IJ 0 energy use during normal operation. SYSTEM —SPECIFIC 6.5.2.2.1 Mechanical Three -pipe hydronic systems using a common 0 0 return for hot and chilled water are not used. SYSTEM —SPECIFIC 6.5.2.2.3 Mechanical Hydronic heat pump systems connected to a 0 0 common water loop meet heat rejection and heat addition requirements. SYSTEM —SPECIFIC 6.5.1.6 Mechanical Water economizer specified on hydronic cooling 0 E 0 and humidification systems designed to maintain inside humidity at >35 AQF dewpoint if an economizer is required. SYSTEM —SPECIFIC 6.5.3.1.1 Mechanical HVAC tan systems at design conditions do not o 0 exceed allowable fan system motor nameplate hp or fan system bhp. SYSTEM —SPECIFIC 6.5.3.1.2 Mechanical HVAC fan motors not larger than the first available 60 0 motor size greater than the bhp. HVAC 6.5.6.1 Mechanical Exhaust air energy recovery on systems meeting d Tables 6.5.6.1-1, and 6.5.6.1-2. SYSTEM —SPECIFIC 7.4.2 Mechanical Service water heating equipment meets efficiency requirements. SYSTEM —SPECIFIC 7.5.2 Mechanical Service water heating equipment used for space heating complies with the service water heating equipment requirements. Insulation 5.8.1.2 Envelope Above -grade wall insulation installed per O 16 O manufacturersETms instructions. Insulation 5.8.1.2 Envelope Floor insulation installed per manufacturer&(Tms 0 id 0 instructions. Controls 10.4.3 Mechanical Elevators are designed with the proper lighting, o o ventilation power, and standby mode. SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7a Mechanical Heat Rejection Equipment: Minimum Efficiency d Requirement Table 6.8.1-7 SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7b Mechanical Heat Rejection Equipment: Minimum Efficiency o 0 Requirement Table 6.8.1-7 9SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7c Mechanical Heal Rejection Equipment: Minimum Efficiency RequirementTable 6.8.1-7 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 9 of 23 SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7d Mechanical Heal Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 SYSTEM —SPECIFIC 6.5.5.3 Mechanical Centrifugal fan open -circuit cooling lowers having combined rated capacity >= 1100 gpm meets minimum efficiency requirement: Table 6.8.1-7 SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7e Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7f Mechanical Heat Rejection Equipment: Minimum Efficiency d Requirement Table 6.8.1-7 SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7g Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7. SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7h Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7i Mechanical Heat Rejection Equipment: Minimum Efficiency 66 Requirement Table 6.8.1-7 SYSTEM —SPECIFIC 7.5.3 Mechanical Gas -fired water -heating equipment installed in new buildings: where a singular piece of water -heating equipment >= 1,000 kBtu/h serves the entire building, thermal efficiency must be >_ 90 Et. Where multiple pieces of water -heating equipment serve the building with combined rating is >= 1,000 kBtu/h, the combined input -capacity -weighted -average thermal efficiency , thermal efficiency must be >= 90 Et. Exclude input rating of equipment in individual dwelling units and equipment <= 100 kBtu/h. Plan Review 4.2.2, 5.4.3.1.1, 5.7 Envelope Plans and/or specifications provide all information with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. Plan Review 4.2.2, 6.4.4.2.1, Mechanical Plans, specifications, and/or calculations provide 6.7.2 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 standards and handbooks. Plan Review 4.2.2, 7.7.1, 10.4.2 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 manufacturer's sizing guide. Plan Review 4.2.2, 8.4.1.1, Project Plans, specifications, and/or calculations provide 8.4.1.2, 8.7 all information with which compliance can be determined for the electrical systems and equipment and document where exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3%. Plan Review 4.2.2, 9.4.3, 9.7 Interior Lighting Plans, specifications, and/or calculations provide 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 should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Plan Review 9.7 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 should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 10 of 23 Insulation 5.8.1.7.3 Envelope Insulation in contact with the ground has <=0.3% water absorption rate per ASTM C272. Air Leakage 5.4.3.4 Envelope Vestibules are installed where building entrances separate conditioned space from the exterior, and meet exterior envelope requirements. Doors have self -closing devices, and are >=7 ft apart (>= 16 ft apart for adjoinging floor area >= 40000 sq.ft.). Vestibule floor area <=7 50 sq.ft. or 2 percent of the adjoining conditioned floor area. HVAC 6.4.3.4.4 Mechanical Ventilation fans >0.75 hp have automatic controls to shut off fan when not required. HVAC 6.4.3.8 Mechanical Demand control ventilation provided for spaces 500 ff2 and >25 people/1000 ff2 occupant density and served by systems with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. HVAC 6.4.4.1.4 Mechanical Thermally ineffective panel surfaces of sensible heating panels have insulation >= R-3.5. HVAC 6.5.2.3 Mechanical Dehumidification controls provided to prevent reheating, recooling, mixing of hot and cold airstreams or concurrent heating and cooling of the same airstream. SYSTEM —SPECIFIC 6.5.3.1.3 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 the fan. SYSTEM —SPECIFIC 6.5.3.5 Mechanical Motors for fans >= 1/12 hp and < 1 hp are electronically -commutated motors or have a minimum motor efficiency of 701/6. These motors are also speed adjustable for either balancing or remote control. SYSTEM —SPECIFIC 6.4.3.10 Mechanical DDC system installed and capable of providing 110 control logic including monitoring zone and system demand for fan pressure, pump pressure, heating, and cooling; transferring zone and system demand information from zones to air distribution system controllers and from air distribution systems to heating and cooling plant controllers; automatically detecting and alerting system operator when zones and systems excessively drive the reset logic; allow operator removal of zone(s) from the reset algorithm; AND capable of trending and graphically displaying input and output points. SYSTEM_SPECIFIC 6.5.3.2.3 Mechanical Reset static pressure setpoint for DDC controlled VAV boxes reporting to central controller based on the zones requiring the most pressure. Controls provide: zone damper monitoring or indicator of static pressure need; autodetection, alarm, and operator override of zones excessively triggering reset logic. SYSTEM —SPECIFIC 6.5.3.3 Mechanical Multiple zone VAV systems with DDC of individual zone boxes have static pressure setpoint reset controls. SYSTEM —SPECIFIC 6.5.3.4 Mechanical Multiple zone HVAC systems have supply air temperature reset controls. SYSTEM —SPECIFIC 6.5.4.1 Mechanical System turndown requirement met through 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 MBtu/h and 10 MBtu/h has 4:1 turndown ratio, boiler input > 10.0 MBtu/h has 5:1 turndown ratio. HVAC 6.5.4.2 Mechanical HVAC pumping systems >10 hp designed for variable fluid flow. SYSTEM —SPECIFIC 6.5.4.3, 6.5.4.3.1, Mechanical Fluid flow shutdown in pumping systems to 6.5.4.3.2 multiple chillers or boilers when systems are shut down. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 11 of 23 SYSTEM_SPECIFIC 6.5.4.4 Mechanical Temperature reset by representative building loads in pumping systems >10 hp for chiller and boiler systems >300,000 Btu/h. SYSTEM_SPECIFIC 6.5.4.5.2 Mechanical Hydronic heat pumps and water-cooled unitary air conditioners with pump systems >5 hp have controls or devices to reduce pump motor demand. SYSTEM_SPECIFIC 6.5.4.6 Mechanical Chilled -water and condenser water piping sized according to design flow rate and total annual hours of operation (Table 6.5.4.6). SYSTEM_SPECIFIC 6.5.5.2.1 Mechanical Fan systems with motors >=7.5 hp associated 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 6.5.5.2.2 Mechanical Multicell heat rejection equipment with variable -speed fan drives installed that operate the maximum number of fans allowed that comply with manufacturers specs and control all fans to the same fan speed required for the instantaneous cooling duty. SYSTEM_SPECIFIC 6.5.5.2.3 Mechanical NA HVAC 6.5.7.1.1 Mechanical Kitchen hoods >5,000 cfm have make up air 50% of exhaust air volume. HVAC 6.5.7.1.1 Mechanical Kitchen hoods >5,000 cfm have make up air 50% of exhaust air volume. SYSTEM_SPECIFIC 6.5.7.1.2 Mechanical Conditioned supply air to space with a kitchen hood shall not exceed the greater of a) supply flow required to most space heating or cooling, or b) hood exhaust flow minus the available air transfer from available spaces. SYSTEM_SPECIFIC 6.5.7.1.3 Mechanical Kitchen hoods with a total exhaust airflow rate 5000 cfm meet replacement air, ventilation system, or energy recovery requirements shown in Table 6.5.7.1.3. SYSTEM_SPECIFIC 6.5.7.1.4 Mechanical Kitchen hoods with a total exhaust airflow rate 5000 cfm meet replacement air, ventilation system, or energy recovery requirements. HVAC 6.5.7.2 Mechanical Fume hoods exhaust systems >=5,000 cfm have VAV hood exhaust and supply systems, direct make-up air or heat recovery. HVAC 6.5.8.1 Mechanical Unenclosed spaces that are heated use only radiant heat. SYSTEM_SPECIFIC 7.5.1 Mechanical Combined space and water healing system not allowed unless standby loss less than calculated maximum. AHJ has approved or combined connected load <150 kBtu/h. Controls 8.4.2 Project At least 50% of all 125 volt 15- and 20-Amp receptacles are controlled by an automatic control device. Other Equipment 10.4.1 Mechanical Electric motors meet requirements where applicable. HVAC 6.4.3.3.2 Mechanical Setback controls allow automatic restart and temporary operation as required for maintenance. SYSTEM_SPECIFIC 6.4.3.3.3 Mechanical Systems with setback controls and DDC include optimum start controls. Optimum start algorithm considers mass radiant stab floor temperature. SYSTEM_SPECIFIC 6.4.3.3.4 Mechanical Zone isolation devices and controls. Wattage 9.4.2 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. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 12 of 23 Insulation 5.8.1.7 Envelope Exterior insulation protected against damage, sunlight, moisture, wind, landscaping and equipment maintenance activities. HVAC 6.4.3.7 Mechanical Freeze protection and snowfice melting system sensors for future connection to controls. Air Leakage 5.4.3.1 Envelope Continuous air barrier is wrapped, sealed, caulked, gasketed, and/or taped in an approved manner, except in semiheated spaces in climate zones 1-6. Air Leakage 5.4.3.2 Envelope Factory -built and site -assembled fenestration and doors are labeled or certified as meeting air leakage requirements. Fenestration 5.8.2.1, 5.8.2.3, Envelope Fenestration products rated (U-factor, SHGC, and 5.8.2.4, 5.8.2.5 VT) in accordance with NFRC or energy code defaults are used. Fenestration 5.8.2.2 Envelope Fenestration and door products are labeled, or a 013 signed and dated certificate listing the U-factor, SHGC, VT, and air leakage rate has been provided by the manufacturer. SYSTEM —SPECIFIC 7.4.4.1 Mechanical Temperature controls installed on service water heating systems (<=120AW to maximum temperature for intended use). SYSTEM —SPECIFIC 7.4.4.2 Mechanical Automatic time switches installed to automatically switch off the recirculating hot-water system or heat trace. SYSTEM_SPECIFIC 7.4.6 Mechanical Heat traps installed on non -circulating storage water tanks. HVAC 6.4.1.4, 6.4.1.5 Mechanical HVAC equipment efficiency verified. Non-NAECA HVAC equipment labeled as meeting 90.1. SYSTEM —SPECIFIC 6.4.1.5.2 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. labeled for replacement only. HVAC 6.4.3.4.1 Mechanical Stair and elevator shaft vents have motorized dampers that automatically close. HVAC 6.4.3.4.2, 6.4.3.4.3 Mechanical Outdoor air and exhaust systems have motorized dampers that automatically shut when not in use and meet maximum leakage rates. Check gravity dampers where allowed. HVAC 6.4.3.4.5 Mechanical Enclosed parking garage ventilation has automatic contaminant detection and capacity to stage or modulate fans to 50% or less of design capacity. HVAC 6.5.3.2.1 Mechanical DX cooling systems >= 75 kBtu/h (>= 65 kBtu/h effective 1/2016) and chilled -water and evaporative cooling fan motor hp >= AIA designed to vary indoor fan airflow as a function of load and comply with operational requirements. HVAC 6.4.4.1.1 Mechanical Insulation exposed to weather protected from damage. Insulation outside of the conditioned space and associated with cooling systems is vapor retardant. HVAC 6.4.4.1.2 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. HVAC 6.4.4.1.3 Mechanical HVAC piping insulation thickness. Where piping is installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC 6.4.4.2.1 Mechanical Ducts and plenums sealed based on static pressure and location. SYSTEM —SPECIFIC 6.4.4.2.2 Mechanical Ductwork operating >3 in. water column requires air leakage testing. SYSTEM —SPECIFIC 6.5.2.1 Mechanical Zone controls can limit simultaneous heating and cooling and sequence heating and cooling to each zone. SYSTEM —SPECIFIC 6.5.2.2.2 Mechanical Two -pipe hydronic systems using a common distribution system have controls to allow a deadband >=15 AQF, 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 AQF. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 13 of 23 HVAC 6.5.2.4.1 Mechanical Humidifiers with airstream mounted preheating jackets have preheat auto -shutoff value set to activate when humidification is not required. HVAC 6.5.2.4.2 Mechanical Humidification system dispersion tube hot surfaces in the airstreams of ducts or air -handling units insulated >= R-0.5. SYSTEM —SPECIFIC 6.5.3.2.2 Mechanical VAV fans have static pressure sensors positioned so setpoint <=1.2 in. w.c. design pressure. SYSTEM —SPECIFIC 6.5.4.5.1 Mechanical Two -position automatic valve interlocked to shut off water flow when hydronic heat pump with pumping system >10 hp is off. SYSTEM —SPECIFIC 6.5.6.2 Mechanical Condenser heat recovery system that can heat water to 85 AQF or provide 60% of peak heat rejection is installed for preheating of service hot water. HVAC 6.5.7.1.5 Mechanical Approved field test used to evaluate design air 110 flow rates and demonstrate proper capture and containment of kitchen exhaust systems. SYSTEM —SPECIFIC 6.5.9 Mechanical Hot gas bypass limited to: 240 kBtu/h if' 15% 240 kBtu/h AE" 10% HVAC 6.4.3.9 Mechanical Healing for vestibules and air curtains include automatic controls that shut off the heating system when outdoor air temperatures > 45F. Vestibule heating systems controlled by a thermostat in the vestibule with setpoint <= 60F. Controls 6.5.10 Mechanical Doors separating conditioned space from the outdoors have controls that disable/reset heating and cooling system when open. Controls 9.4.1.1 Interior Lighting Automatic control requirements prescribed in Table 9.6.1, for the appropriate space type, are installed. Mandatory lighting controls (labeled as REQ') and optional choice controls (labeled as ADD1' and 'ADD2') are implemented. Controls 9.4.1.1 Interior Lighting Independent lighting controls installed per approved lighting plans and all manual controls readily accessible and visible to occupants. Controls 9.4.1.2 Interior Lighting Parking garage lighting is equipped with required lighting controls and daylight transition zone lighting. Controls 9.4.1.11 Interior Lighting Daylight areas under skylights and roof monitors that have more than 150 W combined input power for general lighting are controlled by photocontrols. Controls 9.4.1.4 Exterior Lighting Automatic lighting controls for exterior lighting installed. Controls 9.4.1.3 Interior Lighting Separate lighting control devices for specific uses installed per approved lighting plans. Wattage 9.6.2 Interior Lighting Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and separated from general lighting. Wattage 9.6.4 Interior Lighting Where space LPD requirements are adjusted based on room cavity ratios, dimensions are consistent with approved plans. Insulation 5.5.3.1 Envelope Roof R-value. For some ceiling systems, verification may need to occur during Framing Inspection. Insulation 5.8.1.2, 5.8.1.3 Envelope Roof insulation installed per manufactureraETM's instructions. Blown or poured loose -fill insulation is installed only where the roof slope is <=3 in 12. Insulation 5.8.1.1 Envelope Building envelope insulation is labeled with R-value or insulation certificate has been provided listing R-value and other relevant data. Insulation 5.8.1.9 Envelope Building envelope insulation extends over the full area of the component at the proposed rated R or U value. Insulation 5.8.1.4 Envelope Eaves are baffled to deflect air to above the insulation. Insulation 5.8.1.5 Envelope Insulation is installed in substantial contact with the inside surface separating conditioned space from unconditional space. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 14 of 23 Insulation 5.8.1.6 Envelope Recessed equipment installed in building envelope assemblies does not compress the adjacent insulation. Insulation 5.8.1.7.1 Envelope Attics and mechanical rooms have insulation protected where adjacent to attic or equipment access. Insulation 5.8.1.7.2 Envelope Foundation vents do not interfere with insulation. Insulation 5.8.1.8 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. SYSTEM —SPECIFIC 6.4.3.1.1 Mechanical Heating and cooling to each zone is controlled by a thermostat control. HVAC 6.4.3.1.2 Mechanical Thermostatic controls have a 5 A°F deadband. HVAC 6.4.3.2 Mechanical ' Temperature controls have setpoint overlap restrictions. HVAC 6.4.3.3.1 Mechanical HVAC systems equipped with at least one automatic shutdown control. SYSTEM_SPECIFIC 6.4.3.5 Mechanical Heat pump controls prevent supplemental electric resistance heat from coming on when not needed. HVAC 6.4.3.6 Mechanical When humidification and dehumidification are provided to a zone, simultaneous operation is prohibited. Humidity control prohibits the use of fossil fuel or electricity to produce RH > 30% in the warmest zone humidified and RH < 60% in the coldest zone dehumidified. HVAC 6.4.3.6 Mechanical When humidification and dehumidification are provided to a zone, simultaneous operation is prohibited. Humidity control prohibits the use of fossil fuel or electricity to produce RH > 30% in the warmest zone humidified and RH < 60% in the coldest zone dehumidified. SYSTEM —SPECIFIC 7.4.4.3 Mechanical Public lavatory faucet water temperature <=110A OF. SYSTEM —SPECIFIC 7.4.4.4 Mechanical Controls are installed that limit the operation of a recirculation pump installed to maintain temperature of a storage tank. SYSTEM —SPECIFIC 7.4.5.1 Mechanical Pool heaters are equipped with ontoff switch and no continuously burning pilot light. SYSTEM —SPECIFIC 7.4.5.2 Mechanical Pool covers are provided for heated pools and pools heated to >90A°F have a cover >=R-12. SYSTEM —SPECIFIC 7.4.5.3 Mechanical Time switches are installed on all pool heaters and pumps. Wattage 9.2.2.3 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. SYSTEM —SPECIFIC 7.4.3 Mechanical All piping in circulating system insulated SYSTEM —SPECIFIC 7.4.3 Mechanical First 8 ft of outlet piping is insulated SYSTEM —SPECIFIC 7.4.3 Mechanical All heat traced or externally heated piping insulated 4. To be checked by Inspector g Project Completion and Prior V Issuance 4 C ertificate A Gnu p ygy Plan Review 6.7.2.4 Mechanical Detailed instructions for HVAC systems commissioning included on the plans or specifications for projects >=50,000 U. Plan Review 6.7.2.4 Mechanical Detailed instructions for HVAC systems commissioning included on the plans or specifications for projects >=50,000 ft2. Post Construction 6.7.2.1 Mechanical Furnished HVAC as -built drawings submitted within 90 days of system acceptance. EnergyGauge Summit® Fla/Com-2017, TAM 2017-1.0 Compliant Software, Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 15 of 23 Post Construction 6.7.2.2 Mechanical Furnished O&M manuals for HVAC systems 00 0 within 90 days of system acceptance. Post Construction 6.7.2.3 Mechanical An air and/or hydronic system balancing report is provided for HVAC systems serving zones >5,000 ft2 of conditioned area. HVAC 6.7.2.4 Mechanical HVAC control systems have been tested to 0 0 0 ensure proper operation, calibration and adjustment of controls. Post Construction 8.7.1 Interior Lighting Furnished as -built drawings for electric power 0 0 0 systems within 30 days of system acceptance. Post Construction 8.7.2 Interior Lighting Furnished O&M instructions for systems and 0 0 0 equipment to the building owner or designated representative. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 16 of 23 Input Data Report Project Information Project Name: X8044 Project Title: BRIO BLDG 1 Address: W. AIRPORT BLVD State: FL Zip: 32733 Owner: Building Type: Office Building Classification: New Finished building No.of Stories: 1 GrossArea (SF): 7,200 Bldg. Rotation: 128 Deg Clockwise. Walls & Windows will be rotated accordingly Zones No Acronym Description Type Area sf] Multi Total Area sf] 1 PrOZoI Zone 1 CONDITIONED 7200.0 1 7200.0 Spaces No Acronym Description Type Depth ft] Width ft] Height Mult ft] Total Area sf] Total Vol[cf] In Zone: PrOZol 1 PrOZo1Spl ZoOSPI Office - Enclosed 100.00 72.00 10.00 1 7200.0 72000.0 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 17 of 23 Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire [W] Ctrl pts Zone: PrOZol In Space: Pr0Zo1Sp1 1 LED General Lighting 100 35 3500 Occupancy sensor without 2 Daylighting 2 LED General Lighting 50 50 2500 Occupancy sensor without 2 Daylighting Walls (Walls will be rotated clockwise by building rotation value) No Description Type Width H (Effec) Multi Area Orient Cond- Heat Dens. R-Value ft] [R] plier [sf] ation uctance Capacity [lb/cf] [h.sf.F/Btu] Btu/h.sf.Fl [Btu/sr.F] In Zone: PrOZol 1 PrOZo1Wal 8"CMU/3/4"ISO 96.00 16.00 1 1536.0 South 0.2642 9.696 62.72 3.8 BTWN24"oc/5/8 East Gyp 2 PrOZo1 Wag 8" CMU/3/4"ISO 96.00 16.00 1 1536.0 North 0.2642 9.696 62.72 3.8 BTWN24"oc/5/8 West Gyp 3 Pr0Zol Wa3 8"CMU/3/4"ISO 75.00 16.00 1 1200.0 South 0.2642 9.696 62.72 3.8 BTWN24"oc/5/8 West Gyp 4 Pr0Zo1Wa3 8"CMU/3/4"ISO 75.00 16.00 1 1200.0 North 0.2642 9.696 62.72 3.8 BTWN24"oc/5/8 East Gyp EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 18 of 23 Windows (Windows will be rotated clockwise by building rotation value) No Description Orientation Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area Btu/hr sf F] Ut] [ft] plier [sf] In Zone: PrOZol In Wall: PrOZo1Wal 1 PrOZolWalWil SouthEast No 1.2500 0.82 0.76 22.00 10.00 2 440.0 2 PrOZo1Wa1Wi2 SouthEast No 1.2500 0.82 0.76 20.00 10.00 2 400.0 In Wall: Pr0Zo1 Wa3 2 PrOZ.o1Wa1Wi2 SouthWest No 1.2500 0.82 0.76 20.00 7.00 2 280.0 1 PrOZo1Wa1Wi2 NorthEast No 1.2500 0.82 0.76 20.00 7.00 2 280.0 Doors No Description Type Shade? Width H (Effec) Multi Area Cond. Dens. Ht Cap. R ft] ft] plier [sf] Btu/h.sf.F] lb/cf] Btu/sf. [h.sf.F/ F] Btu] In Zone: In Wall: Roofs C No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value ft] [ft] plier [sf] [deg] [Btu/h.Sf. F] [Btu/sf. F] [lb/cf][h.sf.F/Btu Zone: PrOZol 1 PrOZo1Rfl ROOF: Sngl 72.00 100.00 1 7200.0 0.00 0.0522 0.26 6.02 19.2 Ply/R=19/Mtl Deck EnergyGauge Summit® Fla/Com-2017, TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 19 of 23 Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multi- Area Total Area Btu/hr sf F] [ft] [ft] plier [sf] [sf] In Zone: In Roof: D Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value ft] [ft] plier [sf] [Btu/h.sf.F [Btu/sf. F] [lb/cf] [h.sf.FBtu In Zone: PrOZol 1 Pr0Zo1F71 1 ft. soil, 4"concrete 72.00 100.00 1 7200.0 0.4284 29.35 110.02 2.33 floor EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 20 of 23 Plant Equipment Category Size Inst.Nd3ff. IPLV Water Heaters W-Heater Description Capacity Cap.Unit I/P Rt. Efficiency Loss 1 Electric water heater Gal] [kW] 97.0000 [Ef] Btu/h] Ext-Lighting Description Category No. of Watts per Area/Len/No Lumin- Lumin- [sf/ft/No] sires aire Control Type Wattage W] Piping No Type Operating Insulation Nomonal pipe Temp Conductivity Diameter F] [ Btu-in/h.sf.F] [in] Insulation Thickness in] Is Runout? 1 Domestic and Service Hot Water 105.00 0.28 0.25 Systems 1.00 No Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance Btu/h.sf.F] ApLbWnd13 User Defined 1 1.2500 0.8200 0.7600 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 21 of 23 Materials Used Mat No Acronym Description Only RValue Thick Cond- Density Sp. Heat R-Value h.sf.F/Btu] ft] uctivity lb/cf) Btu/lb.F] Used Btu/h.ft.F 187 Mad187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 BOARD,1/2IN 265 Mad265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 105 Mat1105 CONC BLK HW, 8IN, No 1.1002 0.6667 0.6060 69.00 0.2000 HOLLOW 269 Mat1269 75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 4 Mat14 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 81 Mat]81 ASPHALT -ROOFING, Yes 0.1500 ROLL 47 Mat147 2 in. Heavyweight concrete No 0.1670 0.1670 1.0000 140.00 0.2000 407 Mad407 R-19 Generic Insulation No 19.0000 0.4147 0.0218 0.30 0.2000 EnergyGauge Summit® Fla/Com-2017, TAM 2017-1.0 Compliant Software, Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 22 of 23 Constructs Used Simple Massless Conductance Heat Cap Density RValue No Name Construct Construct Btu/h.sf.F] [Btu/sf.F] lb/cf] h.sf.FBtu] 1014 8"CMU/3/4"ISO BTWN24"oc/5/8 No No 0.26 9.70 62.72 3.8 Gyp Layer Material Material Thickness Framing No. ft] Factor 1 105 CONC BLK HW, 81N, HOLLOW 0.6667 0.000 2 269 75" ISO BTWN24" oc 0.0625 0.000 3 187 GYP OR PLAS BOARD,1/2IN 0.0417 0.000 Simple Massless Conductance Heat Cap Density RValue No Name Construct Construct Btu/h.sf.F] [Btu/sf.F] lb/cf] h.sf.FBtu] 1060 1 ft. soil, 4"concrete floor No No 0.43 29.35 110.02 2.3 El Layer Material Material Thickness Framing No. ft] Factor 1 265 Soil, I ft 1.0000 0.000 2 47 2 in. Heavyweight concrete 0.1670 0.000 3 47 2 in. Heavyweight concrete 0.1670 0.000 Simple Massless Conductance Heat Cap Density RValue No Name Construct Construct Btu/h.sf.F] [Btu/sf.F] lb/cf] h.sf.FBtu] 1063 ROOF: Sngl Ply/R=19/Mtl Deck No No 0.05 0.26 6.02 19.2 Layer Material Material Thickness Framing No. ft] Factor 1 81 ASPHALT -ROOFING, ROLL 0.000 2 407 R-19 Generic Insulation 0.4147 0.000 3 4 Steel siding 0.0050 0.000 EnergyGauge Summit® Fla/Com-2017, TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 23 of 23 Trane Air Conditioning Economics By: GAST ENGINEERING, INC. wwsww,wwwwwwwswzwzw,wwaw,wawwawa;aawaawawww wwwiwzwwwwwwwwwwwwwwwwziwwwwwwiww wwwawwwaw,,,wwwzww,wwwwwwww;;www;wa;ww;wwwwawwwwwzwwwzwwwawwwwwwwawwwwww;;zzw w, wa wz TRACE 600 ANALYSIS zw ww zw ww by GAST ENGINEERING, INC. zw s; ww 1 BRIO BLDG 1 2 SANFORD 3 DESIGN THREE ARCH 4 GAST ENGINEERING, INC. 5 X8044-MIDVG-KG Weather File Code: ORLANDO Locat i on: Latitude: 28.5 ( deg) Longitude: 81.4 (deg) Time lone: 5 Elevation: 106 (Ft) Barometric Pressure: 29.8 ( in. Hg) Summer Clearness Number: 0.95 Winter Clearness Number: 0.95 Summer Design Dry Bulb: 94 (F) Summer Design Yet Bulb: 78 (F) Winter Design Dry Bulb: 35 (F) Summer Ground Reflectance: 0.20 Winter Ground Reflectance: 0.20 Air Density: 0.0757 (lbm/tuft) Air Specific Heat: 0.2444 (Btu/Ibm/F) Density - Specific Heat Prod: 1.1109 (Btu-min./hr/cuft/F) Latent Heat Factor: 4,890.3 (Btu-nin. /hr/cuft) Enthalpy Factor: 4.5449 (Lb -min. /hr/cuft) Design Simulation Period: June To November System Simulation Period: January To December Cooling Load Methodology: CL1D/CLF (Transfer Function Method) lime/ Date Program was Run: S 5& 54 10/ 4/18 Datoset Name: LL-NRG .1M V 600 PAGE 0 Trane Air Conditioning Economics V 600 By: GAST ENGINEERING, INC. PAGE 1 AIRFLOW - ALTERNATIVE 1 S Y S T E M S U M N A R Y ---------------------------------- Design Airflow Quantities) Main ------------------------ Aux i I. Room Outside Cooling Heating Return Exhaust Supply Exhaust System System Airflow Airflow Airflow Airflow Airflow Airflow Airflow Number Type (Cfm) Cfm) Cfm) Cfm) Cfm) Cfm) Cfm) 1 S1 238 51369 5,369 5,369 238 0 0 Totals 238 5,369 5,369 5,369 238 0 0 CAPACITY - ALTERNATIVE 1 SYSTEM SUMMARY ----- Design Capacity Quantities) Cooling --------------- Heating ---------------------------------- Main Sys. Aux, Sys. Opt. Vent Cooling Main Sys, Aux. Sys. Preheat Reheat Humidif. Opt. Vent Heating System System Capacity Capacity Capacity Totals Capacity Capacity Capacity Capacity Capacity Capacity Totals Number Type ( Tons) Tons) Tons) Tons) Btuh) Btuh) Btuh) Btuh) Btuh) Btuh) Btuh) 1 SZ 11.4 0.0 0.0 11.4 73, 503 0 0 0 0 0 73, 503 Totals 11.4 0.0 0.0 11.4 73, 503 0 0 0 0 0 73, 503 The building peaked at hour 18 month 8 with a capacity of 10.7 tons ENGINEERING CHECKS - ALTERNATIVE 1 E N G I N E E R I N G C H E C K S ------------------------------------- Percent ------------- Coo I i ng-------------- --- Heating ---- System Main/ System Outside Cfm/ Cfm/ Sq Ft Btuh/ Cfm/ Btuh/ Floor Area Number Auxiliary Type Air Sq Ft Ton /Ton Sq Ft Sq Ft Sq Ft Sq Ft 1 Main SZ 4.44 1.89 472.5 249.6 48.08 1.89 -25. 92 2,836 Trane Air Conditioning Economics V 600 By: GAST ENGINEERING, INC. PAGE 2 SYSTEM CHECKSUMS System I Peak SZ - SINGLE ZONE SYSTEM xx#M;#MUMxxxxxxxxx COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK HUM, Peaked at Time =4 No/Hr: 8/18 I No/Hr: 6/18 I Mo/Hr: 13/ 1 Outside Air =4 OADB/WB/HR: 90/ 77/119.0 x OADB: 91 OADB: 35 x Space Ret, Air Ret. Air Net Percnt i Space Percnt Space Peak Coil Peak Percnt Sens.+Lat. Sensible Latent Total Of Tot i Sensible Of Tot ; Space Sens Tot Sens Of Tot Envelope loads Btuh) Btuh) Btuh) Btuh) Btuh) x Btuh) (Btuh) Skylite Solr 0 0 0 0.00 0 0.00 x 0 0 0.00 Sky I i to Cond 0 0 0 0.00 0 0.00 0 0 0.00 Roof Cond 0 8,754 8,754 6.42 0 0.00 0 -4, 484 6.10 Glass Solar 54,220 0 54,220 39.76 x 53,900 47.56 0 0 0.00 Glass Cond 15,828 0 15,828 11.61 x 16,210 14.30 x 44, 954 -44, 954 61.16 Wall Cond 3,954 1,464 5,418 3.97 x 4,112 3.63 1 4, 375 -6, 315 8.59 Partition 0 0 0.00 1 0 0.00 x 0 0 0.00 Exposed Floor 0 0 0.00 1 0 0.00 x 0 0 0.00 Infiltration 0 0 0.00 x 0 0.00 I 1 -1 0.00 Sub Tota 1=4 74,002 10,218 84,220 61.76 x 74,222 65.49 x 49, 329 -55, 753 75.85 Internal loads x x Lights 11,024 0 11,024 08 11,024 9.73 ; 0 0 0.00 People 10,000 10,000 7.33 x 5,000 4.41 1 0 0 0.00 M i sc 12,799 0 0 12,799 9.39 12,799 11.29 x 0 0 0.00 Sub Tota I==) 33,823 0 0 33,823 24.80 x 28,823 25.43 x 0 0 0.00 Ce i I i ng Load 10,218 10, 218 0 0.00 x 10,280 9.07 1 6, 424 0 0.00 Outside Air 0 0 0 12,586 9.23 0 0.00 1 0 -9,804 13.34 Sup. Fan Heat 5,727 4.20 0.00 x 0 0.00 Ret. Fan Heat 0 0 0.00 0.00 x 0 0.00 Duct Heat Pkup 0 0 0.00 0.00 1 0 0.00 OV/UNDR Sizing 0 0 0.00 x 0 0.00 1 7, 946 -7, 946 10.81 Exhaust Heat 0 0 0 0.00 0.00 x 0 0.00 Terminal Bypass 0 0 0 0.00 x 0.00 x 0 0.00 I I Grand Tota I==) 118,042 0 0 136,355 100.00 113,325 100.00 x 63, 699 -73, 503 100.00 COOLING COIL SELECTION------------------------------------- AREAS -------------- Tota l Capacity Sens Cap. Coil A i rf I Entering DB/WB/HR Leaving DB/WB/HR Gross Total Glass (sf) Tons) Mbh) Mbh) cfn) Deg F Deg F Grains Deg F Deg F Grains Floor 2,836 Main C I g 11.4 136.4 123.0 5,369 75.7 61.5 59.1 55.0 52.6 55.6 Part 0 Aux CIg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Roof 2,836 0 0 Totals 11.4 136.4 Wa I l 2,340 1,020 44 HEATING COIL SELECTION ------------- AIRFLOWS cfn)-------- ENGINEERING CHECKS-- --TEMPERATURES F)--- Capacity Coil Airfl Ent Lvg Type Cooling Heating Clg OA 4.4 Type Clg Htg Mbh) cfm) Deg F Deg F Vent 238 238 Clg Cfm/Sgft 1.89 SADB 56.0 82.7 Main Htg -73.5 5,369 70.4 82.7 Infil 0 0 Clg Cfm/Ton 472.49 Plenum 86.4 64.9 Aux Htg 0.0 0 0.0 0.0 Supply 5,369 5,369 Clg Sgft/Ton 249.58 Return 75.0 72.0 Preheat -0.0 5,369 70.4 55.0 Mincfm 0 0 Clg Btuh/Sgft 48.08 Ret/OA 75.7 70.4 Reheat 0.0 0 0.0 0.0 Return 5,369 5,369 No. People 20 Runarnd 75.0 72.0 Humidif 0.0 0 0.0 0.0 Exhaust 238 238 Htg OA 4.4 Fn MtrTD 0.2 0.0 Opt Vent 0.0 0 0.0 0.0 Rm Exh 0 0 Htg Cfm/SgFt 1.89 Fn BldTD 0.2 0.0 Total -73.5 Aux i l 0 0 Htg Btuh/SgFt 25.92 Fn Fr i ct 0.5 0.0 0, 7 Udi'n Cdb Sixth' Edition, (-2'017) - En`erg:y :C.6hser4A 'on e i,trir•' ';t `'i, :. - j.• ~ " ',.:i"; 'r.•'.i ''-f=..,,. • .1 i' ... .i,-:!",i, d a;. _:--' t.i.. .ems.- .... s ! .. _+e:.. ,i3L •^Yl;. r ..':`x[(Y., PERMIT # Check List c r Applications for compliance with the Florida Building Code, Energy Conservation shall,-, ._ include: 16 This Checklist Ed The 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. Ed Boxes appropriately checked in the Mandatory Section of the complaince report. w 'r Oct 2 9 2018 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 1 of 23 a PROJECT SUMMARY Short Desc: X8044 Owner: Addressl: W. AIRPORT BLVD Address2: Description: BRIO BLDG 1 City: State: Zip: Type: Office Class: Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 7200 SF Conditioned & UnConditioned Area: No of Stories: 1 Area entered from Plans Permit No: 0 Max Tonnage If different, write in: Building Rotation: 128 Deg Clockwise. Walls & windows will be rotated accordingly SANFORD FL 32733 New Finished building 7200 SF 7200 SF 5 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 2 of 23 Compliance Summary Component Design Criteria Result Gross Energy Cost (in $) 6,886.0 6,914.0 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 PASSES PASSES Yes/No/NA 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 ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 3 of 23 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: DAVID GAST Building Official: Date: 10 - 2 2- 2 d 9 Date: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify (') that the system design is in compliance with the Florida Energy Efficiency Code Architect: Reg No: Electrical Designer: Reg No: Lighting Designer: Reg No: Mechanical Designer: DAVID GAST Reg No: FL PE 38638 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 ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 4 of 23 Project: X8044 Title: BRIO BLDG 1 Type: Office WEA File: FL_ORLANDO_SANFORD_AIRPORT.tm3) Building End Uses I)Proposed 2) Baseline Total 438.50 442.00 6,886 6,914 ELECTRICITY(MBtulkWh4) 438.50 442.00 128479 129477 6,886 6,914 AREA LIGHTS 62.70 87.30 18374 25578 985 1,366 MISC EQUIPMT 108.00 108.00 31646 31646 1,696 1,690 PUMPS & MISC 0.00 0.10 10 17 1 1 SPACE COOL 149.60 134.40 43820 39371 2,349 2,102 SPACE HEAT 1.50 3.70 427 1072 23 57 VENT FANS 116.70 108.50 34202 31793 1,833 1,698 Credits Applied: None PASSES Passing Criteria = 6914 Design (including any credits) = 6886 Passing requires Proposed Building cost to be at most 100% of Baseline cost. This Proposed Building is at 99.6% EnergyGauge Summit® FlalCom-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 5 of 23 External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP W/Unit) or No. of Units (W) (W) Sgft or ft) None Project: X8044 Title: BRIO BLDG 1 Type: Office WEA File: FL_ORLANDO_SANFORD_AIRPORT.tm3) Lighting Controls Compliance Acronym Ashrae Description Area Design Min Compli- ID (sq.ft) CP CP ance PrOZ,o1Sp1 17 Office -Enclosed 7,200 4 3 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 ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 6 of 23 Project: X8044 Title: BRIO BLDG 1 Type: Office WEA File: FL_0RLAND0_SANF0RD_AIRP0RT.tm3) System Report Compliance 4.0 T SS System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 48000 13.00 13.00 13.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 24560 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 1600 0.80 0.82 PASSES System -Supply Constant Volume 5.0 T SS System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Au Cooled 60000 13.00 13.00 13.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 24560 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 1800 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/Com-2017, TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 7 of 23 Project: X8044 Title: BRIO BLDG 1 Type: Office WEA File: FL_ORLANDO_SANFORD_AIRPORT.tm3) Water Heater Compliance Description Type Category Design Min Eff Eff Design Max Comp Loss Loss liance Water Heater 1 Electric water beater <= 12 [kW] 97.00 0.97 PASSES PASSES Project: X8044 Title: BRIO BLDG 1 Type: Office WEA File: FL_ORLANDO_SANFORD_AIRPORT.tm3) Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in] F] .SF.F] Domestic and Service Hot Water Systems 0.25 False 105.00 0.28 1.00 0.50 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 ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 8 of 23 Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department Topic Section Comp To be checM Insulation 5.8.1.2 Envelope Insulation 5.8.1.2 Envelope Insulation 5.5.3.5 Envelope Insulation 6.4.4.1.5 Envelope Fenestration 5.5.3.6 Envelope SYSTEM —SPECIFIC 6.5.1, 6.5.1.1, Mechanical 6.5.1.3, 6.5.1.4 SYSTEM —SPECIFIC 6.5.1, 6.5.1.2, Mechanical 6.5.1.3 SYSTEM —SPECIFIC 6.5.1.5 Mechanical SYSTEM —SPECIFIC 6.5.2.2.1 Mechanical SYSTEM —SPECIFIC 6.5.2.2.3 Mechanical SYSTEM —SPECIFIC 6.5.1.6 Mechanical SYSTEM —SPECIFIC 6.5.3.1.1 Mechanical SYSTEM —SPECIFIC 6.5.3.1.2 Mechanical HVAC 6.5.6.1 Mechanical SYSTEM —SPECIFIC 7.4.2 Mechanical SYSTEM —SPECIFIC 7.5.2 Mechanical Insulation 5.8.1.2 Envelope Insulation 5.8.1.2 Envelope Controls 10.4.3 Mechanical SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7a Mechanical SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7b Mechanical SYSTEM_SPECIFIC 6.4.1.1, 6.8.1-7c Mechanical of Energy and Pacific Northwest National Laboratory. Adopted with permission nt DeSCfiDtion Yes N/A Exempt Below -grade wall insulation installed per 0 El 0 manufacturer§ETms instructions. Slab edge insulation installed per manufacturerd Ed ETMs instructions. Slab edge insulation depth/length. 0 0 Bottom surface of floor structures incorporating 0 0 radiant heating insulated to >=R-3.5. U-f actor of opaque doors associated with the 0 0 building thermal envelope meets requirements. Air economizers provided where required (and not 0 a6 exempted), meet 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. Water economizers provided where required, O O meet the requirements for design capacity, maximum pressure drop and integrated economizer control. Economizer operation will not increase heating O L16 O energy use during normal operation. Three -pipe hydronic systems using a common return for hot and chilled water are not used. heat pump systems connected to a OHydronicd common water loop meet heat rejection and heat addition requirements. Water economizer specified on hydronic cooling 0E 0 and humidification systems designed to maintain inside humidity at >35 A°F dewpoint if an economizer is required. HVAC fan systems at design conditions do not 0 0 exceed allowable fan system motor nameplate hp or fan system bhp. HVAC fan motors not larger than the first available 0 0 motor size greater than the bhp. Exhaust air energy recovery on systems meeting Tables 6.5.6.1-1, and 6.5.6.1-2. Service water heating equipment meets efficiency requirements. Service water heating equipment used for space 0 heating complies with the service water heating equipment requirements. Above -grade wall insulation installed per 0 0 manufacturer&ETM's instructions. Floor insulation installed per manufactureraETms instructions. Elevators are designed with the proper lighting, 0 ventilation power, and standby mode. Heat Rejection Equipment: Minimum Efficiency d Requirement Table 6.8.1-7 Heat Rejection Equipment: Minimum Efficiency o 0 Requirement Table 6.8.1-7 Heat Rejection Equipment: Minimum Efficiency RequirementTable 6.8.1-7 EnergyGauge Summit® FlalCom-2017, TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 9 of 23 SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7d Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 SYSTEM —SPECIFIC 6.5.5.3 Mechanical Centrifugal fan open -circuit cooling towers having combined rated capacity >= 1100 gpm meets minimum efficiency requirement: Table 6.8.1-7 SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7e Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7f Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7g Mechanical Heat Rejection Equipment: Minimum Efficiency of Requirement Table 6.8.1-7. SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7h Mechanical Heat Rejection Equipment: Minimum Efficiency i Requirement Table 6.8.1-7 SYSTEM —SPECIFIC 6.4.1.1, 6.8.1-7i Mechanical Heat Rejection Equipment: Minimum Efficiency Requirement Table 6.8.1-7 SYSTEM —SPECIFIC 7.5.3 Mechanical Gas -fired water -heating equipment installed in Id new buildings: where a singular piece of water -heating equipment >= 1,000 kBtu/h serves the entire building, thermal efficiency must be >_ 90 Et. Where multiple pieces of water -heating equipment serve the building with combined rating is >= 1,000 kBtu/h, the combined input -capacity -weighted -average thermal efficiency, thermal efficiency must be >= 90 Et. Exclude input rating of equipment in individual dwelling units and equipment <= 100 kBtu/h. Plan Review 4.2.2, 5.4.3.1.1, 5.7 Envelope Plans and/or specifications provide all information with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. Plan Review 4.2.2, 6.4.4.2.1, Mechanical Plans, specifications, and/or calculations provide 6.7.2 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 standards and handbooks. Plan Review 4.2.2, 7.7.1, 10.4.2 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 manufacturer's sizing guide. Plan Review 4.2.2, 8.4.1.1, Project Plans, specifications, and/or calculations provide 8.4.1.2, 8.7 all information with which compliance can be determined for the electrical systems and equipment and document where exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3%. Plan Review 4.2.2, 9.4.3, 9.7 Interior Lighting Plans, specifications, and/or calculations provide 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 should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Plan Review 9.7 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 should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 10 of 23 Insulation 5.8.1.7.3 Envelope Insulation in contact with the ground has <=0.3% water absorption rate per ASTM C272. Air Leakage 5.4.3.4 Envelope Vestibules are installed where building entrances 11 separate conditioned space from the exterior, and meet exterior envelope requirements. Doors have self -closing devices, and are >=7 It apart (>= 16 ft apart for adjoinging floor area >= 40000 sq.ft.). Vestibule floor area <=7 50 sq.ft. or 2 percent of the adjoining conditioned floor area. HVAC 6.4.3.4.4 Mechanical Ventilation fans >0.75 hp have automatic controls to shut off fan when not required. HVAC 6.4.3.8 Mechanical Demand control ventilation provided for spaces 500 1`12 and >25 people/1000 f12 occupant density and served by systems with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. HVAC 6.4.4.1.4 Mechanical Thermally ineffective panel surfaces of sensible heating panels have insulation >= R-3.5. HVAC 6.5.2.3 Mechanical Dehumidification controls provided to prevent reheating, recooling, mixing of hot and cold airstreams or concurrent heating and cooling of the same airstream. SYSTEM —SPECIFIC 6.5.3.1.3 Mechanical Fans have efficiency grade (FEG) >= 67. The total 110 efficiency of the fan at the design point of operation <= 15% of maximum total efficiency of the fan. SYSTEM —SPECIFIC 6.5.3.5 Mechanical Motors for fans >= 1/12 hp and < 1 hp are electronically-commulaled motors or have a minimum motor efficiency of 70%. These motors are also speed adjustable for either balancing or remote control. SYSTEM —SPECIFIC 6.4.3.10 Mechanical DDC system installed and capable of providing control logic including monitoring zone and system demand for fan pressure, pump pressure, heating, and cooling; transferring zone and system demand information from zones to air distribution system controllers and from air distribution systems to heating and cooling plant controllers; automatically detecting and alerting system operator when zones and systems excessively drive the reset logic; allow operator removal of zone(s) from the reset algorithm; AND capable of trending and graphically displaying input and output points. SYSTEM —SPECIFIC 6.5.3.2.3 Mechanical Reset static pressure setpoint for DDC controlled VAV boxes reporting to central controller based on the zones requiring the most pressure. Controls provide: zone damper monitoring or indicator of static pressure need; autodetection, alarm, and operator override of zones excessively triggering reset logic. SYSTEM —SPECIFIC 6.5.3.3 Mechanical Multiple zone VAV systems with DDC of individual zone boxes have static pressure setpoint reset controls. SYSTEM —SPECIFIC 6.5.3.4 Mechanical Multiple zone HVAC systems have supply air temperature reset controls. SYSTEM —SPECIFIC 6.5.4.1 Mechanical System turndown requirement met through 110 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 MBtu/h and 10 MBtu/h has 4:1 turndown ratio, boiler input > 10.0 MBtu/h has 5:1 turndown ratio. HVAC 6.5.4.2 Mechanical HVAC pumping systems >10 hp designed for variable fluid flow. SYSTEM —SPECIFIC 6.5.4.3, 6.5.4.3.1, Mechanical Fluid flow shutdown in pumping systems to 6.5.4.3.2 multiple chillers or boilers when systems are shut down. EnergyGauge Summit® Fla/Com-2017, TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 11 of 23 SYSTEM —SPECIFIC 6.5.4.4 Mechanical Temperature reset by representative building loads in pumping systems >10 hp for chiller and boiler systems >300,000 Btu/h. SYSTEM —SPECIFIC 6.5.4.5.2 Mechanical Hydronic heat pumps and water-cooled unitary air conditioners with pump systems >5 hp have controls or devices to reduce pump motor demand. SYSTEM —SPECIFIC 6.5.4.6 Mechanical Chilled -water and condenser water piping sized according to design flow rate and total annual hours of operation (Table 6.5.4.6). SYSTEM —SPECIFIC 6.5.5.2.1 Mechanical Fan systems with motors >=7.5 hp associated 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 6.5.5.2.2 Mechanical Multicell heat rejection equipment with variable -speed fan drives installed that operate the maximum number of fans allowed that comply with manufacturers specs and control all fans to the same fan speed required for the instantaneous cooling duty. SYSTEM —SPECIFIC 6.5.5.2.3 Mechanical NA HVAC 6.5.7.1.1 Mechanical Kitchen hoods >5,000 cfm have make up air 50% of exhaust air volume. HVAC 6.5.7.1.1 Mechanical Kitchen hoods >5,000 cfm have make up air 50% of exhaust air volume. SYSTEM —SPECIFIC 6.5.7.1.2 Mechanical Conditioned supply air to space with a kitchen hood shall not exceed the greater of a) supply flow required to meet space heating or cooling, or b) hood exhaust flow minus the available air transfer from available spaces. SYSTEM —SPECIFIC 6.5.7.1.3 Mechanical Kitchen hoods with a total exhaust airflow rate 110 5000 cfm meet replacement air, ventilation system, or energy recovery requirements shown in Table 6.5.7.1.3. SYSTEM_SPECIFIC 6.5.7.1.4 Mechanical Kitchen hoods with a total exhaust airflow rate 5000 cfm meet replacement air, ventilation system, or energy recovery requirements. HVAC 6.5.7.2 Mechanical Fume hoods exhaust systems >=5,000 cfm have VAV hood exhaust and supply systems, direct make-up air or heat recovery. HVAC 6.5.8.1 Mechanical Unenclosed spaces that are heated use only radiant heat. SYSTEM —SPECIFIC 7.5.1 Mechanical Combined space and water heating system not allowed unless standby loss less than calculated maximum. AHJ has approved or combined connected load <150 kBtu/h. Controls 8.4.2 Project At least 50% of all 125 volt 15- and 20-Amp receptacles are controlled by an automatic control device. Other Equipment 10.4.1 Mechanical Electric motors meet requirements where applicable. HVAC 6.4.3.3.2 Mechanical Setback controls allow automatic restart and temporary operation as required for maintenance. SYSTEM —SPECIFIC 6.4.3.3.3 Mechanical Systems with setback controls and DDC include optimum start controls. Optimum start algorithm considers mass radiant slab floor temperature. SYSTEM —SPECIFIC 6.4.3.3.4 Mechanical Zone isolation devices and controls. Wattage 9.4.2 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. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 12 of 23 Insulation 5.8.1.7 Envelope Exterior insulation protected against damage, sunlight, moisture, wind, landscaping and equipment maintenance activities. HVAC 6.4.3.7 Mechanical Freeze protection and snow/ice melting system 110 sensors for future connection to controls. Air Leakage 5.4.3.1 Envelope Continuous air barrier is wrapped, sealed, caulked, gasketed, and/or taped in an approved manner, except in semiheated spaces in climate zones 1-6. Air Leakage 5.4.3.2 Envelope Factory -built and site -assembled fenestration and doors are labeled or certified as meeting air leakage requirements. Fenestration 5.8.2.1, 5.8.2.3, Envelope Fenestration products rated (U-factor, SHGC, and 5.8.2.4, 5.8.2.5 VT) in accordance with NFRC or energy code defaults are used. Fenestration 5.8.2.2 Envelope Fenestration and door products are labeled, or a signed and dated certificate listing the U-factor, SHGC, VT, and air leakage rate has been provided by the manufacturer. SYSTEM —SPECIFIC 7.4.4.1 Mechanical Temperature controls installed on service water heating systems (<=120AQF to maximum temperature for intended use). SYSTEM —SPECIFIC 7.4.4.2 Mechanical Automatic time switches installed to automatically switch off the recirculating hot-water system or heat trace. SYSTEM —SPECIFIC 7.4.6 Mechanical Heat traps installed on non -circulating storage water tanks. HVAC 6.4.1.4, 6.4.1.5 Mechanical HVAC equipment efficiency verified. Non-NAECA HVAC equipment labeled as meeting 90.1. SYSTEM —SPECIFIC 6.4.1.5.2 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. labeled for replacement only. HVAC 6.4.3.4.1 Mechanical Stair and elevator shaft vents have motorized dampers that automatically close. HVAC 6.4.3.4.2, 6.4.3.4.3 Mechanical Outdoor air and exhaust systems have motorized dampers that automatically shut when not in use and meet maximum leakage rates. Check gravity dampers where allowed. HVAC 6.4.3.4.5 Mechanical Enclosed parking garage ventilation has automatic contaminant detection and capacity to stage or modulate fans to 50% or less of design capacity. HVAC 6.5.3.2.1 Mechanical DX cooling systems >= 75 kBtu/h (>= 65 kBtu/h effective 1/2016) and chilled -water and evaporative cooling fan motor hp >= AIA designed to vary indoor fan airflow as a function of load and comply with operational requirements. HVAC 6.4.4.1.1 Mechanical Insulation exposed to weather protected from damage. Insulation outside of the conditioned space and associated with cooling systems is vapor retardant. HVAC 6.4.4.1.2 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. HVAC 6.4.4.1.3 Mechanical HVAC piping insulation thickness. Where piping is installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC 6.4.4.2.1 Mechanical Ducts and plenums sealed based on static pressure and location. SYSTEM —SPECIFIC 6.4.4.2.2 Mechanical Ductwork operating >3 in. water column requires air leakage testing. SYSTEM —SPECIFIC 6.5.2.1 Mechanical Zone controls can limit simultaneous heating and cooling and sequence heating and cooling to each zone. SYSTEM —SPECIFIC 6.5.2.2.2 Mechanical Two -pipe hydronic systems using a common distribution system have controls to allow a deadband >=15 AQF, 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 A9F. EnergyGauge Summit@ Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 13 of 23 HVAC 6.5.2.4.1 Mechanical Humidifiers with airstream mounted preheating jackets have preheat auto -shutoff value set to activate when humidification is not required. HVAC 6.5.2.4.2 Mechanical Humidification system dispersion tube hot surfaces in the airstreams of ducts or air -handling units insulated >= R-0.5. SYSTEM —SPECIFIC 6.5.3.2.2 Mechanical VAV fans have static pressure sensors positioned so setpoint <=1.2 in. w.c. design pressure. SYSTEM —SPECIFIC 6.5.4.5.1 Mechanical Two -position automatic valve interlocked to shut off water flow when hydronic heat pump with pumping system >10 hp is off. SYSTEM 6.5.6.2 Mechanical Condenser heat recovery system that can heatSPECIFIC water to 85 A°F or provide 60% of peak heat rejection is installed for preheating of service hot water. HVAC 6.5.7.1.5 Mechanical Approved field test used to evaluate design air flow rates and demonstrate proper capture and containment of kitchen exhaust systems. SYSTEM —SPECIFIC 6.5.9 Mechanical Hot gas bypass limited to: 240 kBtu/h K" 15% 240 kBlu/h if' 10% HVAC 6.4.3.9 Mechanical Heating for vestibules and air curtains include automatic controls that shut off the heating system when outdoor air temperatures > 45F. Vestibule heating systems controlled by a thermostat in the vestibule with setpoint <= 60F. Controls 6.5.10 Mechanical Doors separating conditioned space from the outdoors have controls that disable/reset heating and cooling system when open. Controls 9.4.1.1 Interior Lighting Automatic control requirements prescribed in Table 9.6.1, for the appropriate space type, are installed. Mandatory lighting controls (labeled as REa) and optional choice controls (labeled as ADD7' and'ADD2') are implemented. Controls 9.4.1.1 Interior Lighting Independent lighting controls installed per approved lighting plans and all manual controls readily accessible and visible to occupants. Controls 9.4.1.2 Interior Lighting Parking garage lighting is equipped with required lighting controls and daylight transition zone lighting. Controls 9.4.1.1f Interior Lighting Daylight areas under skylights and roof monitors that have more than 150 W combined input power for general lighting are controlled by photocontrols. Controls 9.4.1.4 Exterior Lighting Automatic lighting controls for exterior lighting installed. Controls 9.4.1.3 Interior Lighting Separate lighting control devices for specific uses installed per approved lighting plans. Wattage 9.6.2 Interior Lighting Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and separated from general lighting. Wattage 9.6.4 Interior Lighting Where space LPD requirements are adjusted based on room cavity ratios, dimensions are consistent with approved plans. Insulation 5.5.3.1 Envelope Roof R-value. For some ceiling systems, verification may need to occur during Framing Inspection. Insulation 5.8.1.2, 5.8.1.3 Envelope Root insulation installed per manufactureraETms instructions. Blown or poured loose -fill insulation is installed only where the roof slope is <=3 in 12. Insulation 5.8.1.1 Envelope Building envelope insulation is labeled with R-value or insulation certificate has been provided listing R-value and other relevant data. Insulation 5.8.1.9 Envelope Building envelope insulation extends over the full 110 area of the component at the proposed rated R or U value. Insulation 5.8.1.4 Envelope Eaves are baffled to deflect air to above the insulation. Insulation 5.8.1.5 Envelope Insulation is installed in substantial contact with the inside surface separating conditioned space from unconditional space. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 14 of 23 Insulation 5.8.1.6 Envelope Recessed equipment installed in building envelope assemblies does not compress the adjacent insulation. Insulation 5.8.1.7.1 Envelope Attics and mechanical rooms have insulation protected where adjacent to attic or equipment access. Insulation 5.8.1.7.2 Envelope Foundation vents do not interfere with insulation. Insulation 5.8.1.8 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. SYSTEM —SPECIFIC 6.4.3.1.1 Mechanical Heating and cooling to each zone is controlled by a thermostat control. HVAC 6.4.3.1.2 Mechanical Thermostatic controls have a 5 A°F deadband. HVAC 6.4.3.2 Mechanical Temperature controls have setpoint overlap restrictions. HVAC 6.4.3.3.1 Mechanical HVAC systems equipped with at least one automatic shutdown control. SYSTEM —SPECIFIC 6.4.3.5 Mechanical Heat pump controls prevent supplemental electric resistance heat from coming on when not needed. HVAC 6.4.3.6 Mechanical When humidification and dehumidification are provided to a zone, simultaneous operation is prohibited. Humidity control prohibits the use of fossil fuel or electricity to produce RH > 30% in the warmest zone humidified and RH < 60% in the coldest zone dehumidified. HVAC 6.4.3.6 Mechanical When humidification and dehumidification are provided to a zone, simultaneous operation is prohibited. Humidity control prohibits the use of fossil fuel or electricity to produce RH > 309/6 in the warmest zone humidified and RH < 60% in the coldest zone dehumidified. SYSTEM —SPECIFIC 7.4.4.3 Mechanical Public lavatory faucet water temperature <=110A F. SYSTEM —SPECIFIC 7.4.4.4 Mechanical Controls are installed that limit the operation of a recirculation pump installed to maintain temperature of a storage tank. SYSTEM —SPECIFIC 7.4.5.1 Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light. SYSTEM —SPECIFIC 7.4.5.2 Mechanical Pool covers are provided for heated pools and pools heated to >90A°F have a cover >=R-12. SYSTEM —SPECIFIC 7.4.5.3 Mechanical Time switches are installed on all pool heaters and pumps. Wattage 9.2.2.3 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. SYSTEM —SPECIFIC 7.4.3 Mechanical All piping in circulating system insulated SYSTEM —SPECIFIC 7.4.3 Mechanical First 8 ft of outlet piping is insulated SYSTEM —SPECIFIC 7.4.3 Mechanical All heat traced or externally heated piping insulated 4. To be c ec ed by Inspector at Project Completion and Prio to Issuance of @A icate V Occ p+nLgy Plan Review 6.7.2.4 Mechanical Detailed instructions for HVAC systems commissioning included on the plans or specifications for projects >=50,000 U. Plan Review 6.7.2.4 Mechanical Detailed instructions for HVAC systems commissioning included on the plans or specifications for projects >=50,000 U. Post Construction 6.7.2.1 Mechanical Furnished HVAC as -built drawings submitted within 90 days of system acceptance. EnergyGauge Summit® Fla/Com-2017, TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 15 of 23 Post Construction 6.7.2.2 Mechanical Furnished O&M manuals for HVAC systems within 90 days of system acceptance. Post Construction 6.7.2.3 Mechanical An air and/or hydronic system balancing report is provided for HVAC systems serving zones >5,000 ft2 of conditioned area. HVAC 6.7.2.4 Mechanical HVAC control systems have been tested to ensure proper operation, calibration and adjustment of controls. Post Construction 8.7.1 Interior Lighting Furnished as -built drawings for electric power systems within 30 days of system acceptance. Post Construction 8.7.2 Interior Lighting Furnished 08M instructions for systems and equipment to the building owner or designated representative. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 16 of 23 Input Data Report Project Information Project Name: X8044 Project Title: BRIO BLDG 1 Address: W. AIRPORT BLVD State: FL Zip: 32733 Owner: Building Type: Office Building Classification: New Finished building No.of Stories: 1 GrossArea (SF): 7,200 Bldg. Rotation: 128 Deg Clockwise. Walls & Windows will be rotated accordingly Zones No Acronym Description Type Area sf] Multi Total Area sf] 1 PrOZoI Zone 1 CONDITIONED 7200.0 1 7200.0 Spaces No Acronym Description Type Depth ft] Width ft] Height Mult ft] Total Area sf] Total Vol[cf] In Zone: PrOZol 1 PrOZo1Sp1 Zo0Sp1 Office - Enclosed 100.00 72.00 10.00 1 7200.0 72000.0 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 17 of 23 Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire W] Ctrl pts Zone: PrOZol In Space: Pr0Zo1Sp1 1 LED General Lighting 100 35 3500 Occupancy sensor without 2 Daylighting 2 LED General Lighting 50 50 2500 Occupancy sensor without 2 Daylighting Walls (Walls will be rotated clockwise by building rotation value) No Description Type Width ft] H (Effec) Multi Area R] plier [sf] Orient ation Cond- Heat uctance Capacity Btu/h.sf.FI [Btu/sf.F] Dens. lb/cr] R-Value h.sr.F/Btu] In Zone: PrOZol 1 PrOZolWal 8"CMU/3/4"ISO 96.00 16.00 1 1536.0 South 0.2642 9.696 62.72 3.8 BTWN24"oc/5/8 East Gyp 2 Pr0Zol Wa2 8"CMU/3/4"ISO 96.00 16.00 1 1536.0 North 0.2642 9.696 62.72 3.8 BTWN24"oc/5/8 West Gyp 3 PrOZo1Wa3 8"CMU/3/4"ISO 75.00 16.00 1 1200.0 South 0.2642 9.696 62.72 3.8 BTWN24"oc/5/8 West Gyp 4 Pr0Zo1Wa3 8"CMU/3/4"ISO 75.00 16.00 1 1200.0 North 0.2642 9.696 62.72 3.8 BTWN24"oc/5/8 East Gyp EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 18 of 23 Windows (Windows will be rotated clockwise by building rotation value) No Description Orientation Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area Btu/hr sf F] [ft] [ft] plier [sf] In Zone: PrOZol In Wall: Pr0Zo1Wa1 1 PrOZo1Wa1Wi1 SouthEast No 1.2500 0.82 0.76 22.00 10.00 2 440.0 2 PrOZo1Wa1Wi2 SouthEast No 1.2500 0.82 0.76 20.00 10.00 2 400.0 In Wall: Pr0Zo1Wa3 2 Pr0Zo1Wa1Wi2 SouthWest No 1.2500 0.82 0.76 20.00 7.00 2 280.0 1 PrOZo 1 Wa 1 Wi2 NorthEast No 1.2500 0.82 0.76 20.00 7.00 2 280.0 Doors No Description Type Shade? Width H (Effec) Multi Area Cond. Dens. Ht Cap. R ft] ft] plier [sf] Btu/h.sf.F] lb/cf] Btu/sf. [h.sf.F/ F] Btu] In Zone: In Wall: Roofs 1 No Description Type Width H (Effec) Multi Area Tilt Cond. Heal Cap Dens. R-Value ft] [ft] plier [sf] [deg] [Btu/h.Sf. F] [Btu/sf. F] [lb/cf][h.sf.FBtu In Zone: PrOZol 1 PrOZoIRfl ROOF: Sngl 72.00 100.00 1 7200.0 0.00 0.0522 0.26 6.02 19.2 Ply/R=19/Mt] Deck EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 19 of 23 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 20 of 23 Plant Equipment Category Size Inst.N(Eff. IPLV Water Heaters W-Heater Description Capacity Cap.Unit I/P Rt. Efficiency Loss 1 Electric water heater Gal] [kW] 97,0000 [Ef] Btu/h] Ext-Lighting Description Category No. of Watts per Area/Len/No Lumin- Lumin- [sf/ft/No] aires aire Control Type Wattage W] Piping No Type Operating Insulation Nomonal pipe Temp Conductivity Diameter F] [ Btu-in/h.sf.F] [in] Insulation Thickness in] Is Runout? 1 Domestic and Service Hot Water 105.00 0.28 0.25 Systems 1.00 No Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance Btu/h.sf.F] ApLbWnd13 User Defined 1 1.2500 0.8200 0.7600 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 21 of 23 Materials Used Only RValue Thick Cond- Density Sp. HeatMatNoAcronymDescription R-Value h.sf.FBtu] ft] uctivity lb/cf] BtuAb.F] Used Btu/h.ft.F 187 Mat1187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 BOARD,1/2IN 265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 105 Mat1105 CONC BLK HW, 8IN, No 1.1002 0.6667 0.6060 69.00 0.2000 HOLLOW 269 Mat1269 75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 4 Mad4 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 81 Mat181 ASPHALT -ROOFING, Yes 0.1500 ROLL 47 Mat147 2 in. Heavyweight concrete No 0.1670 0.1670 1.0000 140.00 0.2000 407 Mad407 R-19 Generic Insulation No 19.0000 0.4147 0.0218 0.30 0.2000 EnergyGauge Summit@ Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 22 of 23 Constructs Used Simple No Name Construct Massless Construct Conductance Heat Cap Btu/h.sf.F] [Btu/sf.F] Density lb/cf] RValue h.sf.FBtu] 1014 8"CMU/3/4"ISO BTWN24"oc/5/8 No No 0.26 9.70 62.72 3.8 Layer Material Material Thickness Framing No. ft] Factor 1 105 CONC BLK HW, 8IN, HOLLOW 0.6667 0.000 2 269 75" ISO BTWN24" oc 0.0625 0.000 3 187 GYP OR PLAS BOARD,1/21N 0.0417 0.000 Simple Massless Conductance Heat Cap Density RValue No Name Construct Construct Btu/h.sf.F ] [Btu/sf.F] lb/cfJ h.sf.FBtu] 1060 1 ft. soil, 4"concrete floor No No 0.43 29.35 110.02 2.3 Layer Material Material Thickness Framing No. ft] Factor 1 265 Soil, 1 ft 1.0000 0.000 2 47 2 in. Heavyweight concrete 0.1670 0.000 3 47 2 in. Heavyweight concrete 0.1670 0.000 Simple Massless Conductance Heat Cap Density RValue No Name Construct Construct Btu/h.sf.F] [Btu/sf.F] lb/cf] h.sf.F/Btu] 1063 ROOF: Sngl Ply/R=19/Md Deck No No 0.05 0.26 6.02 19.2 Layer Material Material Thickness Framing No. ft] Factor 1 81 ASPHALT -ROOFING, ROLL 0.000 2 407 R-19 Generic Insulation 0.4147 0.000 3 4 Steel siding 0.0050 0.000 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation ASHRAE 90.1-2013 - Energy Cost Budget Option 9/25/2018 Page 23 of 23 Irene Air Conditioning Economics By: GAST ENGINEERING, INC. wwi twwxzwwwwwwwwwwwwwwwiwwwwwwwwwwwwwww tww;zww;swzzwawzwwwwww;waawwzwwwawwwwa awwwwwwwwiwwwwzwwwwwaaiwa:waawwwawwawwwwwawawwww;wwwwwwiwwawwwwwwwzwzwwwawzw: ww w; ww TRACE 600 ANALYSIS ww w, ww ww by GAST ENGINEERING, INC. ww ww :a ww;zzwwwszwwwiwwzizwrwwrrwwwwwzwwiwwwwwawwwwzwwzwwwzwwwwwwwwwwwwwwzzzrwazzYzw I BRIO BLDG 1 2 SANFORD 3 DESIGN THREE ARCH 4 GAST ENGINEERING, INC. 5 X8044-MIDVG-KG Weather File Code: ORLANDO Locotior; Latitude: 28.5 ( deg) Longitude: 81.4 ( deg) Time Tone: 5 Elevation: 106 (ft) Barometric Pressure: 29.8 ( in. Hg) Summer Clearness Number: 0.95 Winter Clearness Number: 0.95 Summer Design Dry Bulb: 94 (F) Summer Design Yet Bulb: 78 (F) Winter Design Dry Bulb: 35 (F) Summer Ground Reflectance: 0.20 Vinter Ground Reflectance: 0.20 Air Density: 0.0757 (lbm/cuft) Air Specific Heat: 0.2444 (Btu/lbm/F) Density - Specific Heat Prod: 1.1109 (Btu-min./hr/cuft/F) Latent Heat Factor: 4,890.3 (Btu-min./hr/cuft) Enthalpy Factor: 4.5449 (Lb-mir/hr/cuft) Design Simulation Period: June To November System Simulation Period: January To December Cooling load Methodology: CLTD/CLF (Transfer Function Method) Time/ Date Program was Run: 5:58:54 10/ 4/18 Dataset Nome: LL-NRG . TM v 600 PAGE 0 Trane Air Conditioning Economics By: GAST ENGINEERING, INC. AIRFLOW - ALTERNATIVE 1 S Y S T E M S U M M A R Y ---------------------------------- Design Airflow Quantities) Main ------------------------ Aux i 1. Room Outside Cooling Heating Return Exhaust Supply Exhaust System System Airflow Airflow Airflow Airflow Airflow Airflow Airflow Number Type (Cfm) Cfm) (Cfm) Cfm) Cfm) Cfm) Cfm) I SZ 238 5,369 51369 5,369 238 0 0 Totals 238 5,369 51369 5,369 238 0 0 CAPACITY - ALTERNATIVE SYSTEM SUMMARY Design Capacity Quantities) Cooling ------------------------------------------------ Heat i ng ---------------------- Main Sys. Aux, Sys, Opt, Vent Cooling Main Sys. Aux. Sys, Preheat Reheat Hum i d i f. Opt. Vent System System Capacity Capacity Capacity Totals Capacity Capacity Capacity Capacity Capacity Capacity Number Type ( Tons) ( Tons) ( Tons) ( Tons) ( Btuh) ( Btuh) ( Btuh) ( Btuh) ( Btuh) ( Btuh) 1 SZ 11.4 0.0 0.0 11.4 -73, 503 0 0 0 0 0 Totals 11.4 0.0 0.0 11.4-73,503 0 0 0 0 0 The building peaked at hour 18 month 8 with a capacity of 10.7 tons ENGINEERING CHECKS - ALTERNATIVE 1 ENGINEERING CHECKS Percent ------------- Cooling -------------- --- Heating ---- System Main/ System Outside Cfm/ Cfm/ Sq Ft Btuh/ Cfm/ Btuh/ Floor Area Number Auxiliary Type Air Sq Ft Ton /Ton Sq Ft Sq Ft Sq Ft Sq Ft 1 Main Si 4.44 1.89 472.5 249.6 48.08 1.89 -25. 92 2,836 V 600 PAGE I Heating Totals Btuh) 73, 503 73, 503 Trane Air Conditioning Economics By: GAST ENGINEERING, INC. SYSTEM CHECKSUNS ixxxxxxxxxxxxxxaxx Peaked at Time =_) Outside Air =_) Envelope loads Skylite Solr Sky l i to Cond Roof Cond Glass Solar Glass Cond Wa I I Cond Partition Exposed Floor Infiltration Sub Total==) Internal Loads Lights People Misc Sub Total==) Ceiling Load Outside Air Sup, Fan Heat Ret, Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass Btuh Spa Sens. +la 54,22 15,82 3,95 74,00 System 1 Peak SZ - SINGLE ZONE SYSTEM V 600 PAGE 2 COOLING COIL PEAK xxaxxxxxxxxxxxxxxxxxxxxxxxxxxxxx CLG SPACE PEAK xxaxxxxxxxxx HEATING COIL PEAK xxxxxxxx Mo/Hr: 8/18 ce t. Mo/Hr: 6/18 x No/Hr: 13/ 1 OADB/WB/HR: 90/ 77/119.0 OADB: 91 x OADB: 35 x x Ret. Air Ret, Air Net Percnt x Space Percnt x Space Peak Coil Peak Percnt Sensible latent Total Of Tot x Sensible Of Tot c Space Sens Tot Sens Of Tot 11,024 0 11,024 8.08 x 11,024 9.73 x 0 0 0.00 10,000 10,000 7.33 x 5,000 4.41 x 0 0 0.00 12,799 0 0 12,799 9.39 x 12,799 11. 29 x 0 0 0.00 33,823 0 0 33,823 24.80 x 28,823 25.43 x 0 0 0.00 10,218 10, 218 0 0.00 x 10,280 9.07 x -6, 424 0 0.00 0 0 0 12,586 9.23 x 0 0.00 x 0 9, 804 13.34 5,727 4.20 x 0100 0 0.00 0 0 0.00 x 0.00 x 0 0.00 0 0 0.00 x 0.00 x 0 0.00 0 0 0.00 x 0 0.00 I -7, 946 7, 946 10.81 0 0 0 0.00 0.00 1 0 0.00 0 0 0 0.00 0.00 1 0 0.00 Grand Total==) 118,042 0 0 136, 355 100. 00 x 113,325 100.00 x -63, 699 -73, 503 100.00 COOLING COIL SELECTION------------------------------------- -------------- AREAS -------------- Tota I Capacity Sens Cap, Coil A i rf l Entering DB/WB/HR Leaving DB/WB/HR Gross Total G I ass (sf) ( %) Tons) (Mbh) (Mbh) (cfm) Deg F Deg F Grains Deg F Deg F Grains Floor 2336 Main Clg 11.4 136.4 123.0 5,369 75.7 61.5 59.1 55.0 52.6 55.6 Part 0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Roof 2,836 0 0 Totals 11.4 136.4 Wall 2,340 1,020 44 HEATING COIL SELECTION ------------- --------AIRFLOWS (cfm)-------- --ENGINEERING CHECKS-- --TEMPERATURES (F) --- Capac i ty Coil A i rf l Ent lvg Type Cooling Heating C lg % OA 4.4 Type Clg Htg Mbh) (cfm) Deg F Deg F Vent 238 238 C lg Cfm/Sqf t 1.89 SADB 56.0 82.7 Main Htg -73. 5 5,369 70.4 82.7 Inf i l 0 0 Clg Cfm/Ton 47Z 49 Plenum 86. 4 64.9 Aux Htg 0.0 0 0.0 0.0 Supply 5,369 5,369 Clg Sgft/Ton 249.58 Return 15.0 12.0 Preheat -0.0 5,369 70.4 55.0 Mincfm 0 0 Clg Btuh/Sgft 48.08 Ret/OA 75.7 70.4 Reheat 0.0 0 0.0 0.0 Return 5,369 5,369 No. People 20 Runarnd 75.0 72.0 Humidif 0.0 0 0.0 0.0 Exhaust 238 238 Htg % OA 4.4 Fn MtrTD 0.2 0.0 Opt Vent 0.0 0 0.0 0.0 Rm Exh 0 0 Htg Cfm/SgFt 1.89 Fn BldTD 0.2 0.0 Total -73.5 Aux i I 0 0 Htg Btuh/SgFt -25.92 Fn Fr i ct 0.5 0.0 Revision City of Sanford Response to Comments JAN i 0 10* Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 1'70 -,T.57,c-6 Submittal Date 1—\b -1 C " Project Address: llos- 11 7 W 51-/'/4o r /`X Contact: r7" LtXi— Ph: 1-0-7 -111& 9yya% Fax: Email: ( a e f'(-eJ1. G cSI (7A X,&-il./ COI Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: ROUTING INFORMATION ding /— / O- /% Approvals Glen Leffler From: Deen, Joy <Joy.Deen@Sanfordfl.gov> Sent: 12-18-18 10:57 AM To: Glen Leffler REVISIONSubject: RE: Brio -New Building #1 - permit review #18-4536 Flag Status: 49 ged JAN 10 1018 fwo sets of metal building./ BY.- Two sets of site specific product approvals for win s, do s, storZ.Roofing panels maybe in-theshop-drawings for the building or could have a separate number. Don't need a narrative letter but architectural comments, contract, cost of building etc, needs to be addressed. Joy Deen City of Sanford Plans Examiner PH: 407.688.5064 Fax: 407.688.5152 From: Glen Leffler <gleffler.design@gmail.com> Sent: Tuesday, December 18, 201810:22 AM To: Deen, Joy <Joy. Deen @Sanfordfl.gov> Cc: Mark Hansen <mhansen@d3a-architects.com>; 'Design Enterprises' <designpmgmt@gmail.com> Subject: Brio - New Building #1- permit review #18-4536 Joy, We're in the process of collecting the requested info and I expect we'll have everything ready to submit next week or by the first week in January. A couple questions: i. How many hard copies of everything do you want? 2. Do we need a narrative/response letter from the architect? Thank you. Glen A. Leffler * Principal * Design Enterprises, Inc. * P.O. Box 848 * Winter Park, Florida 32790-0848 * 407-468-0029 m * 407-830-1414 -o * gleffler.desigLQgmail.com From: Deen, Joy Imailto:lov.Deen@Sanfordfl.eovl Sent: Tuesday, December 11, 2018 6:37 AM To: Glen Leffler <gleffler.desien@smail. com> Subject: 18-4536 PLEASE NOTE: Florida has a very broad public records law. Any written communication to or from City officials regarding City business is a public record available to the public and media upon request. Your e-mail communications may be subject to public disclosures. / 1 % City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 1 PLAN REVIEW COMMENT Date: December 10, 2018 Project: New Building Contact Person: Glen Leffler Job Address: 1105-1117 West Airport Blvd Contact Phone Number: Application Number: l 8-4536 Contact E-mail: gleffler.design@gmaii.com Contact Fax Number: ARCHITECTURAL 1. Need copy of contract. Include cost of building from manufacture. 2. Our ICC cost dada is at $847,623.70 but we have been accepting the actual cost of the metal uilding together with the contractors price to erect. STRUCTURAL 1. Submit two sets of manufactures shop drawings for metal building. 2. Submit two site -specific sets of Florida Product Approval or Miami Dade County otice of Acceptance for all exterior windows, doors, storefronts and roofing systems. MECHANICAL 1. No comments. PLUMBING 1. No comments. ELECTRICAL 1. No comments. 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, Joy Deen, Plans Examiner IL 1.. THIS BEM TESTED. ANALYZED k APPRO•S FOR DEEM ]PRESSURES W07 TO OtCEED THOSE SHOWN N THE ALLOBABIE DESIGN PRMWRE TAKE(S)" L "POW=. 11110IOV6 t DUCOMS FASTENERS MUST BE PROPERLY DESGMM t WPALLED TO TRANS Et WIND LOADS TO THE SVIUCIURE L ALL MMIID TARE B FASILMUNS SHALL CIE N AL'L 14VACE WITH THESE DRAW= t SKAIL MIN YAM UNLESS SPECRIrAW MENTIONED ON THE DRAWAM SPECIFIED ANCHCR EMBED TO BASE IATEAAL SHALL BE BEYOND WALL FINISH OR MCM L THIS PRODUCT HAS BEEN CESIENED N ACCORDAVCE WITH AND MEETS THE REOUROLNIS OF THE F1ORM BRDtlG CODE (FBEy INCUIDN6 IDDH VEIL = 14UNWAIIE ZONES (IMIZ). S THIS PRODUCT 6 MON-IMPACT RATED t MUST BE SHUTTERED WITH A FLORIDA MOE APPROVED SMUFER MERE REQUIRED If CODE L ALL ANCHORS SECURING PRODUCT FRAMES 10 PRESSURE IRE470 MOM OR WOOD FRAWINC SMALL BE CAPABLE Of MSTDO dEaK=M CAUSED Br THE PRESSURE ORATING CHDACNS N THE WOOD. 7. DETERMINE THE P'0611NE B NEFATNE DESIGN LEADS 10 USE WHEN FOUDACN6 THESE DOCIIYENS N ACIX)RIMWCE WITH THE GOVEOtMG CODE AND GOVERNING WIND VELOCITY. TOR WIKD TOM CI1ICULAIIDNS N ACIXNROANCE WHIN THE NORM BURWX COOS. A DIRfCWANUTV FACTOR OF Ltd . 0O NAY BE APPLIED PER THE ASCE-7 STANDARD. i MATERIALS HUM BUT NOT UrRFD TO MEiL SINEWS. IHAT COME INTO CONTACT WITH Or" OMAAR LATERALS SHALL MEET THE HLW*A"15 01 milaA BAJW CODE. L TO THE REST OF OUR NIOMaM INC PROOULT SHOWN HEREIN 6 QUALITY ASSURED M A FIOBDA STATE APPROVED CERTIFICATION/Oh ENTITY t STALL BE WEED N ACCORDANCE WTH THE FSC AND THE ROM DEPARTMENT OF BUSINESS k PROMMONAL REGULATION SPECIFICATIONS. THESE DAVIOR.S SHOW ALL APPMAR E ELEVATION. DOMINATION. 06TALLATION t UWARATNE ANALYSIS CNN T06 AS DETERMINED nIROUDI TTSTNO t CM IMEFANO RAIIDMAL AMaVS& PRODUCT LCSFMPY SHMI IY N ACC=kNCF WIN THESE ORAUROS THE WMFACRRKR'S QUALITY ASSURANCE SPECFICADORS t 7E9= REPORTS. ID CEIInFrATNM OF THIS PROW S IA L BC CONSIDERED MID IF R 6 NA •D WITHOUT A BUILDING PERMO FROM THE APRCABIE LOCAL MAWS DEPAr" OR F If 6 MIALIED BY ANYONE 01HETI IAM A UCCI= CDMTR40M 004RIENCED WITH NSTAILAIDN6 OF THIS TYPE OF PRDDIICT. FRAME ANCHOR REQUIREMENTS TABLE FRAME & SILL ANCHORS OPENING TYPE a TO OPENING MINIMUM MINIMUM SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. MIN. 2X_ WOOD FRAME OR BUCK MIN. GR. 3 k Fit Si) N0. 12 SMS SCREW I ]/B" 3/4" MIN. 18 GA 33 KSI METAL SI1D I/4-20 SELF TAPPING SCREW RILL 1/2" MIN. 1/8" THK A36 STEEL 1/4-20 SELF 1APPNG SCREW OR 1/4- THRU-BOLT FULL 1/2' C-90 CMU N7 1/4' CONCRETE SCREW 1 1/4" 2 1 2" 3000 PSI CONCRETE E11 4" CONCRETE SCREW 1 3/4" 2 1 2' TO —CONCRETE SCREWS SWILL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S. T1W RAMSET/RED HEAD UPCONS (C.S. OR S.S.) OR HILTI -CM-CON II (C.S OR S.S. . DD CMU IS APPUCABLE AT SIDES ONLY. CORNER & FRAME END CONSTRUCTION: FRAME MEAD CORNER NERD S SOAW[ CUT. BUTTED TO SIOE. FASTEN® WITH 4 N0. 12 1 1 1/B' PPWT IY1F AR iAC1FUFAS MNXIUI THE SIDE MEMBER PRO THE HEAD MEA®ER smw sue k SCALED WITH SUCONE E$6LE.$L,COIDIM SDL 6 MIAIRE GUT, BUTTED 10 SIDE, FAMED WITH 2 NA 12 1 1 Ilir PPNFT TYPE AD FASTENERS 11R OUrA THE SIDE MEMBER IMIO THE SILL kow SCREW SPUMES At SMED WITH SAUCOML 1tDIDN 6 SOMAIE CUT. RUTTED 10 WL FAMED WITH 2 NO, 12 1 1 1/8' PP FT TYPE AD FASTENERS THROUGH THE SIDE MEMBER INTO THE MIAIMM OPOEA SCREW SATES t SEALED WITH SO.CIDE, MOR 1TAMTOIM uuM]ON rMQ SEE SECTIONS Et/k E2/7 t E3/7. M LOW SEE SECTIONS LI/B. L2/B t L3/ILL M su cORMM THRESHOLD WAS SOWRE CUT. RUTTED TO THE SOL SECURED 10 THE SIDE YEMBOt UMS A PANE AMMULT DR STEEL MAP t SCALED WITH RDDD RMM rip BAIL CORMES AT EACH TOP COBOL THE TOP RAIL D SOLORE CUE. BURIED. AM ATTACHED 10 THE vERDCAI STILE BY WENS OF A 1.094' UM WC D CAP "MEEK PART j200-45M f2CD-452. MM #200-453). EACH WED CUP 6 AT7ADIED TO nE VERTICAL STILE USING. D110(2) 1/4-20 1 3/4' FHMS THAT PASSED THROLICH TIE DOOR STILE AND ARE THREADED INTO 3/16" THICK STEEL. NUT PLAIM THE WD=T0M OF EACH CORNER ADR WAS WELDED LEM INEl11, 1/2" DIAMETER PANG WELD AND 0991). 1/4" K I 1/$- FILLET WELD THAT ARE APPED TO BALM VAMS OF UE TOP RAL DOOi PAMFi BOTTOM MR COR1ETK AT EACH BOTTOM CORDER RE BOTTOM RAD END 6 SQMARE CUR. BU11E4 AND ATTACHED TO THE VERTICAL SIRE M MEANS OF A 1.094' LOAC HELD CLIP (NA/NE31 POUF j20D-4S1 OR 6200-459), FM2M WED CUP 6 ATTACWE3 TO THE VERT" STILE USWIS, nE0(2) 1/4-20 x 3/4- PHMS DW PASSED 7WRWCH THE DOOR STILE AND ARE THREADED 1VID 3/16- nVX WIT MIT PLATES. THE IMMUCIIOM OF EACH CORER JOINT WAS WELDED LL506 0vE(1)` 1/2- DIAMETER PLAB WED AND ONE(1). 1/4' 1 1 1/0- FIL EF WED THAT ARE AM D 0 BOTH WEBS OF M[ 10P RAIL 1 3 4' MON A,00m F. 1 3/4 Vl •LL OR 52 1/2" MAX. 52 1/2" MAX. 52 1/2" MAX. OR O,Aym41/2" 4 1/2" 3/4" OR 4 1/2" 1 3/4" OR 4 1/2" 20" O. TIO C. SEE MULLION END I 5 = ? s MAX 6" MAX. CDNNECN DETAILS ON 11 SHEET 2 FOR ANCHOR I s A I / QUANTITY OPTIONS 6' MAX. 6 6 3" I 4 ccG MAX. FI G hT 7 Sw " S. J I I U cL4ja 16• MAX c MULLION LOAD WIDTH MULLION LOAD WIDTH JI / = Nri a O.C. AT FIXED x (MAX 57' (MAX 577 I / w g 5 & o PANEL SIDES I CIF nWINDOWWINDOWWINDOWIx u CENTERLNL CENTERLINE CENIERLNE z m I SEE MULLION I ?? as END 3521/2" MAX. D.E.O. CONNECTION PP.) —' DETAILS ON _ ISHEET 2 FOR 6 ANCHOR z QUANTITY 9Lf6'-L7— OPTIONS i ai20" O.C. _ MAX. IYP. FRAME ANCHOR EXTERIOR ELEVATION ~ HEWHERESN. FRAME ANCHOR E MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY- SCALE: 1 1'-0" RFOUIR= M= NTS TABLE" ; ON THIS SHEET FOR HCRIZONTAL STACKING E OVERALL UNIT WIDTH IS UNLIMITED. NUMBER OF VERTICAL REOUIREMENTS. PANELS IS UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN. •NILLLBBA.. 11t45 EVMAAIOM OE 1N6 PRODUCT 6 RASFn ON APR CARTE STANDARDS AMD/09 INFORMATION t REAATS FROM APPLrABE TEST REPORT ME FIMU BULD= MOE VERSION CONSIDERED WITH DM OTAUNION WAS T1AT N HUI AT INC IDLE OF THE LVNWTIDE N THE rMIT OF CODE VO6O11 OUWAS/UPOAI6 OR N THE EVENT THAT NEW OR A0000MAL TFSINE 6 COMPLETED ON THIS PREDICT. POOR TO SIATM CODE COMMINCE WITH THE STATE. 11,E MANUFACTURER STALL CONFLb WITH ME EVAUWION D1DNm1 OF KOM TINT EVEnYDRMO SAKGiIEN HERE-01 6 CURRENT WITH ALL CI.IVW 1ESDMS. CODES AND APPIICAE STANDARDS. ALLOWABLE DESIGN PRESSURE F s * Vol SEE LOAD TABLES ON SHEET 5 Q J M7Co u 3 0 O OIL My W 41 C O( o i; :V ALA• a t*oo Ax '-Z MSOW110M Or AMY ODQ PIONOR NOR WY K 1 3/4- OR 52 1/2' MAX. 52 1/2' MAX. 4 1/2' SEE MULLION END 1 3/4' DR 4 1/2' CONNECTION DETAILS ON THIS SHEET FOR ANCHOR 20' MAX t QUANTITY OPTIONS— v O.C. Ir 1111 IIII 6 I /I111 IIII I I 6 6 G c2 52 1/2' L. D.LO. _ TYP.) MULUON I LAX WINDOW CENTERLINE i 96- MAX. W11N TRANSOM MULLION PART 17 OR B B4' MAX. WITH TRANSOM MULLION PART 15 OR 6 1 3/4' SEE TRANSOM MULLION END NOTE BELOW) 1 3/4' V MAX. 16' MAX. O.C. AT DOOR TRANSOM D II I I i I I I I II 6 2 CENTERLINE FOR DOOR Siff. PRESSURE & \ WFORMAMON NOT SHOWN. SEE WIDTH I MULLION LOAD WIDTH W9666 WINDOW I CK CENTERLINE M \ 7 a III 1 20' D.C. rMAX. 1_ SEE MULLION END CONNECTION DETAILS ON THIS SHEET FOR ANCHOR OUAN111Y OPTIONS EXTERIOR ELEVATION TRANSOM MULLION NOTE: STORE FRONT ASSEMBLY WfiH DOORS & TRANSOM WHEN TRANSOM MULLION PART 15 SCALE. 1/2'-1'-0' OR 6 15 USED, MULLION SPAN IS NOTE 1) FIXED PANELS MAY BE PLACED ON ONE OR BOTH SIDES OF DOORS. LIMITED T3 MAX. 84'. WHEN 2) DOORS MAY BE SINGLE OR DOUBLE DOORS. TRANSOM MULLION PART /7 OR B IPA 6' MAx. a r 2' TO 3' 16' MAX. O.C. AT DOOR SIDES 2' MAX j 1I 6' MAX. Ls 6' MAX. F'- TYP. FRAME ANCHOR WHERE SHOWN J SEE 'FRAME ANCHOR REQUIREMENTS TABLE* ON SHEET 1 tOR REQUIREMENTS. NOTE: DOOR SILL ANCHORS INCLUDE 9 TOTAL AT DOUBLE DOORS & 3 TOTAL A,' SINGLE DOORS AS SHOWN.) IS USED. MULLION SPAN MAY BE UP TO MAX. 96'. SEE PAWS ALLOWABLE DESIGN PRESSURE DRAWINGS MR MULUDN PARTS. SEE LOAD TABLES ON SHEET 5 NOTE: THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REQUIRED BY THE DOOR UNLESS THE UNITS ARE INSTALLED IN N04-HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION OR THE UNITS ARE INSTALLED AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE -BY T.•IE OVERHANG(OH) RATIO IS EOUAL TO OR MORE THAN 1.0 PER FRC. THREE(3) 3/8- WEDGE/SLEEVE — ANCHORS WITH MIN. 2 1/2' EMBED AND 2 1/2' EDGE DISTANCE GALVANI7FD STEEL OR S.S. RAMSET/RED HEAD DYNABOLT. HILTI KWIK-BOLT 3 OR POWERS RAIL POWER BOLT) 4 ANCHORS EACH SIDE OF MULLION) 4.5' y \ 5• _ __ I 5' MAX. {-- DOOR JAMB/MUUON-/ \- SILL MUWON END CONNECTION DETAIL NOTE: THIS MULLION END CONNECTION IS EOUNALENT IN PRESSURE CAPACITY TO CONNECTION TYPE 'C'. SILL rr o K019sogl i low, R z AIL or 1 3/4• OR 52 1/2• MAX 52 1/2' MAX. 4 1/2• SEE MULLION END CONNECTION DETAILS ON 1 3/4' or 4 1/2' SHEET 2 FOR ANCHOR Y 20• MAX. LAN,OPTIONSO.C. I` II11 1111 ® 1 IIII I111 1 u T- Q o m io o+ m m I 52 1/2' MAX. D.L.D. yP) c 7 C 7 I 61 6 96• MAX 1 3/4• 1 3/4• DOOR 6• MAX. CENTERLINE B 8 B 16 AXX, C. 6' MAX I N1 16• MAX. 6 6 68 I O.C. AT OR69071- I DODES II MI1111DN LOAD WIDTH MULLION LIT MAX. 57') (MAX. 767 ERLICEWINDOW WINDOW NTNE II CENTERLINE II II 9N 1 20' O.C. L / 6• NAX —i 1 MAX. I/ 2 MULLION END CONNECTION IYP. FRAME ANCHOR WHF-K SHOWN. DETAILS ON SHEET 2 FOR ANCHOR SEE *FRAME ANCHOR REOUIREMENTS QUANTITY OPTIONS TABLE' ON SHEET 1 FOR REOUIREMENTS. EXTERIOR ELEVATION (NOTE: DOOR SILL ANCHORS INCLUDE STDRE FRONT ASSEMBLY H DOORS & NO TRANSOM T TOTAL AT DOUBLE 000RS & 3W(T TOTAL AT SINGLE DOORS AS SHOWN.) NOTE 1) FIXED PANELS MAY BE PLACED ON ONE OR BOTH SIDES OF DOORS. 2) DOORS MAY BE SINGLE OR DOUBLE DOORS. ALLOWABLE DESIGN PRESSURE SEE LOAD TABLES ON SHEET 5 NOTE; THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REQUIRED BY THE ODOR UNLESS THE UNITS ARE INSTALLED IN NON —HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION OR THE UNITS ARE INSTALLED AT LOCATIONS PROTECTED BY A CANOPY OR OVERHAN3 WHERE —BY THE OVERIANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC. Z 0pp1 O N canon soc Ln rn 91e N v OR 96' MAX. Wlill WADE STILES do RAILS, 72' VAX. WITH NARROW STILES R RAILS DWR Ll I IS' MA 1 I I II II 8 8 1 O. C. I 1 16' MAX. O. C. AT DOOR SIDES 1- 2- MAX. TYP. FRAME ANCHOR WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR RLQUIREMENTS. NOTE DOOR SILL ANCHORS INCLE 9 6' MAX TOTAL AT DOUBLUDE DOORS do 3 TOTAL AT SINGLE DOORS AS SHOWN.) EXTERIOR ELEVATION DOUBLE DOOR DOOR ASSEMBLY SCALE 1/2'-f-0' ALLOWABLE PRESSURE _ +/-65 PSF 48 1/16' MAX. WITH WIDE STILES k RAILS. 36 1/16' MAX. WITH NARROW STILES & RAILS 6" MAX. T"&3 6" MAX. D. C. 6" MAX. a q R M N I \ 16, MAX. p pas J B O. C. AT Fn c i! c I N SIDES t12- 6 B MAX. Ions w n s69 0 71 srslp s TYPWHiFRAME 3:2B 1/ 2' MAX N CHO SEE D.L. O. WITH NARROW FRAME ANCHOR RAILS REOUIREMENTS TABLE' M 1 ON SHEET 1 FOR REQUIREMENTS. NOTE: DOOR SILL L 6, MAX - ANCHORS INCLUDE 9 TOTAL ATDOUBLEDOORSdo3 TOTAL AT SINGLE 6' MAX. -- j DOORS AS SHOWN.) EXTERIOR ELEVATION SINGLEORS B Y SCALE 1/ 2•_1 —O' ALLOWABLE PRESSURE _ +/- 65 PSF MM* THESE DOOR UNITS ARE NDT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE 6 REOUIREO BY THE DOOR UNLESS THE UNITS ARE INSTALLED IN NON —HABITABLE AREAS WHERE THE UNIT R TH_ AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION DR THE UNITS AR. INSTALLED AT LOCATIONS PROTECTED BY A CANOPY DR OVERHANG WHERE — BY THE DVERHANG(DH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC. Lai Spt7N N8 W lttRQi r . 1. 44t S IL i lz A 34 or MULLIDN IDAD TABLEMA 'A7 VERnrAL MULLION LOAD TABLE UWDN 'B_)(MULLION VERTICAL MULLION LOAD TABLE C VERTICAL MUWDN LOAD TABLE MUWON V) INFORCED FIXED PANEL VERTICAL MLLLION FIXED PANEL VERTICAL MUWON REINFORCEn WITH SINGLE CHARNEL DOOR JAMB VERTICAL MULLION RUNT ORCED WITH SINGLE CHANNEL DOOR JAMB VERTICAL MULLION REINFORCED WITH TWO CHANNELS Y 41 n..4nr RESu6[ w umYUUON YYDYw1DIo Y2DY.sr >fRSlucLOWECin11 riwucnrw YN0106/ YYLL11N YNOWlY1D10 nitirm r P11F591REtftlwurnlnu muscrnfu YNIYWsiru MI00161V•, r n.n pli[JY P COY LION ODYNCCi6)M 66 45 S33 60.3 60.3 IL 5 4S 37.1 6" 6SA 96 39 615 6S 0 61C 30 42.9 A" Mo 33 65D 6SD 6S O v 50.6 65a 6LO m 57 452' I S91 17 61.6 6sa 650 Si SOs 6S0 LSD h LSD ASA 65o 45 573 95.0 0.0 12D 57 3D.1 61.6 s5 n 39 sso 65.0 65.0 51 u.7 LSD 65O 74 57 16.0 65D LSD 45 362 65.0 650 51 546 1 MO 65o 39 44.1 1 65a 65o 45 61.9 MD 6S0 31 S21 I 65a 6a 57 532 65D LSO 27 63L 6so 51 593 6S0 650 21 610 65.0 45 65D LSD 65.0 100 57 335 M0 N. 92 37 563 6SD L50 51 37.4 65D 51 LSO 450 5.0 45 424 65.0 MUWON 'A' - VERTICAL MULLION BETWEEN FIXED PANELS WITH NO REINFORCEMENT MUWON 'B' = VERTICAL MUWON BETWEEN FIXED PANELS WITH ONE(1) CONTINUOUS STEEL CHANNEL FOR REINFORCEMENT MUWON C' = VERTICAL MUWON BETWEEN DOORS AND FIXED PANELS WITH ONE()) CONTINUOUS STEEL CHANNEL FOR REINFORCEMENT. MUWON '0' = VERTICAL MUWON BETWEEN DOORS AND FIXED PANELS KITH TWO(2) CONTINUOUS STEEL CHANNELS FOR REINFORCEMENT. LOAD TABLE NOTES: 1. ThE LESSER OF THE LOADS DETERMINE) FROM THE MUWON LOAD TABLES AND THE CLASS LOAD TABLE SHALL CONTROL FOR THE ASSEMBLED UNIT. 2. ALL LOADS IN THE GLASS LOAD TABLE ARE AS RESTRICTED BY TESTING AND THE CURRENT ASTM E13DD STANDARD. 3. ALL LOADS IN THE MULLION LOAD TABLES HAVE BEEN DETERMINED BASED ON THE WEAKEST CONDITION OF USING TILE 1 3/4' WIDE FRAMING MEMBERS. IT IS POSSIBLE THAT NE ALLOWABLE LOADS MAY INCREASE WITH USc OF THE 4 1/2' WIDE FRAMING MEMBERS. BUT CONSIDERATION OF THIS A 5).9 L 610 82 72 27 65D 6sa 610 60 a s) 51 369 41.7 65.D 65o 60 6Sa 6S0 wo MO 54 45 460 M 4223954D66D610 31 636 65D MO 36 27 65.0 65.0 Mo 74 2 m s7 42.1 65D 65D 51 51 47.0 MO 610 45 45 533 no 6s.0 39 39 51.5 650 650 66 57 33 65D 63.0 650 51 6D 57 412 650 6S0 45 51 SIDS 65.0 65D 91 57 45 57.3 65D 6S.o 1 30 no 65D 63.0 be i 74 07 4a9 930 6" 51 54.6 LSD MD 45 619 MO 65D 39 65.0 WA 63o 66 57 s32 95.0 no s1 59s 610 GSA 4s 61.9 c5a 660 s7 56.3 A Lio s1 Ro ED 61D ss s7 64.6 MO SSA INCREASE IS NOT APPLICABLE TO THE APPROVAL INCREASE IN MULLION LOADS DUE TO USE OF THE 4 1/2' FRAMINC MEMBERS SHALL BE REVIEWED AND CERTIFIED BY A FLORIDA LICENSED ENGINEER UNDER A JOB SPECIFIC APPROVAL. 1133 2uOYT MED4GBIE11Y.9100t AhDWASIE C 90E SNDRT SIDE (+/- PSF) 3 MD 363 Me 65D 750 21 72 239 400 MI 4" 650 MO a260 535 661 s0 210 uo1D 44.4 650 Mo 6o 796 Sao no no 27.0 65a SOD 650 OLD 120 54 31A &so 650 p 360 L3.0 >- ti ^I 57.1 MO 65.0 46 3" 650 630 460 37.0 63.0 3 Z i 65D 650 65.0 42 409 DID 65.0 410 40.0 610 W V PI8Ln 311 650 6So b 47.7 6so no L3 -c N 349 61O 6Sa 30 571 LSD Mo 1/4. S asr 361 6S.o 65D 21 6S0 610 LSD PERM I'ANFS 01 1 /4' H.S. V = N v4126S06107025.1 s1.6 SLO s g p45.6 6So 63.0 72 263 S4.4 61.2 CES 524 650 fish 66 269 S9 4 66.o 1 /4' AN. u; C SOLD 650 610 so 31.3 650 650 r z 65D Mo MO s4 354 65D MO N01E" GLASS SHALL MEET ALL 46.9 6So 6.S.o 106 48 39.6 6So Mo HtOUIREMENTS OF CHAPTER 24 54.6 610 610 42 453 OSD 65a OF THE FLORIDA BUILDING CODE W 61.9 650 65.0 36 S7D 65D 650 () INCLUDING ALL O 650 610 6S0 ]D 636 01, 6So APPLICABLE SAFELY ri1 REOUIREMENTS. 04S126S065.0 24 66D Sao 65 D 6S CS 59.5 bSo 65.0 76 273 566 6]D 12. Zm e 65D 6So 6S0 72 292 6DD 610 S SLS 610 65.0 60K5-L4 wo 610 I 6S0 Mo MO 6o 6so Me O vex 94.6 65D 65 o 96 51 MO BID Z 46 630 6SD_ 42 6SD 6S0 m p 36 6so ISO3D6SD6S07504AMo3 72 333 63.0 6S0 O OD460 630 mo J%',' 54 44.4 650 610 ` 4L .•••••••y / u M y- 4nSODMo66110 z 42 57.1 LSD 0 C.) l In N 36 65A LSD 010 = 60 : z d * p Z 70 311 Mw 1&0 72 342 "A LSO y5) y _ u R1 "amo VS • M s24 63D c5o or FRAME ANCHOR SUBSTRATE BY OTHERS PER ELEVATIONS 1/4' MAX. SH M AT EACH ANCHOR BY OTHERS EXTERIOR ,[ " l J SEE GLAZING DETAIL 3 ON SHEET 9 SECTION A SCALE: 1/2 FULL 6 SEE GIA -I NG DETAIL 1 ON 1 SHEET 9 x L. 5 1 W1 i EXTERIOR SEE GLAZING DETAIL 3 ON SHEET 9 SECTION e, SCALE: 1/2 FULL 6 GLAZING DETAIL l9 2 ON EXTERIOR / SHEET 9 EXTERIOR / SEE GLAZING DETAIL 4 ON SHEET 9 GLAZING DETAIL 1 ON SHEET 9 SECTION n SCALE: 1/2 FULL `6, GIAZDdC DETAa 4 ON EXTERIOR / SHEET 9 1 u W a BY OTHERS . 1/4' MAX. SLAlANlS 1/4' IdAAX SHDA AT EACH gy OTHERS L SHIM AT EACH ANCHOR FRAME AN ANCHOR FRAME ANCHOR SUBSTRATE BY OTHERSPERELEVATIONSPERELEVATIONSSUBSTRATEBYOTHERS SECTION c, SECTION cz SCALE: 1/2 FULL 6 SCALE: 1/2 FULL 6 FRAME ANCHOR SUBSTRATE BY OTHERSPERELEVATIONS 1/4' MAX. r SHIM AT EACH 1 ANCHOR S WNTS 13 _ BY OTHERS T rc 2 EXTERIOR ` / L GLAZING s DETAIL 2 ON W SHEET 9 SECTION D SCALE 1/2 FULL VV f GLAZING DETAIL) ON SHEET 9 EXTERIOR ' kLSEE GLAZING ,%411111111 1, DUAL 8 ON SHEET 9 . , •.••» y SECTION E1 c zr, SCALE 1/2 FULL N iW 1- S O Z 6 or 0 to SEE GLAZING \ EXTERIOR fDEEE 7 ON 1 SHEET 9 EXTERIOR SEE GLAZING 46 I ETAILHEEI 9 ON S1 HEET9SECTION SECTION ES SCALE: 1/2 FULL 7 SCALE 1/2 FULL7 1/4' MAX. SHIM AT EACH ANCHOR SUBSTRATE BY OTHERSxxxxSEEGLAZING DETAIL 2 ON SHEET 9 EXTERIOR 1/ 4' MAX. SHIM AT EACH --I ANCHOR BY OTHERS FRAME ANCHOR PER ELEVATIONS SEE GLAZING DETAL I OR.5 ON SHEET 9 ONLY WITH MULLION 'D' ONLY WITH MULLION 'B' SEALANTS BY OTHERS SECTION F2 SCALE: 1/ 2 FULL 7 DETAIL 2 ON SHEET 9 1 EXTERIOR SECTION G2 SCALE: 1/ 2 FULL 7 SEE Maw DETAIL —SHEETsHEFr 9 ON 9 1 SECTION Q TERIOR I SCALE: 1/ 2 FULL 7 J L 1/4' MAX. SHIM AT I (` EACH ANCHOR RFO ONLY MULLION 'B' rSEE GLAZING DETAIL 2 ON 1 SHEET 9 NGSEE GLAZINGSEE GLAZNG .S[LffONDETAIL T ON DETAIL1OR5 9SHEET 9 ON SHEET91sP .'Ot' FRAME ANCHOR J I--J'— ] PER ELEVATIONS SEALANTS BY OTHERS SECTION CI SECTION F1 SCALE: 1/2 FULL ) SCALE: 1/2 FULL ) EXTERIOR 3; 41 p r 4'p': 15 ' Z y Z y: REQUIRED ONLY FRAME ANCHOR ,byMPAO•.• u REQI IRED ONLY WITH MULLION 1 J SEALANTSPER ELEVATIONS A/I/11111 llt, WITH MULLION 'D' SECTION SECTION Oh1Eli5 1431 SCALE: 1/2 FULL 7 SCALE 1/2 FULL 7 suET i 7 of n FRAME i PER ELI SFALA B" 01 SEE DEM SHEE BY FRAME ANCHOR SUBSTRATE BY OTHERS PER ELEVATIONS 1/4' MAX. SHIM AT EACH 1/4' MAX. ANCHOR r SHIM AT H BY OTHERS BY OTHERS l SEE GAZING— DETAIL B ON SECTION L2SHEET9 SCALE 1/2 FULL B FRAME ANCHOR SUBSTRATE BY OTHERS PER ELEVATIONS 1/4' MAX. F- SHIM AT 1- EACH ANCHOR SEALANTS BY OTHERS7ffM SEE GLAZING 46 DETAIL 8 ON SHUT 9 SECTION SCALE: 1/2 FULL B 1/4- MAX. SHIM AT EACH -- FRAME WIDTH (F W ) ANCHOR FRAME ANCHOR PER ELLYALONS 13 SEE GLAZING DETAIL B ON 4 SHEET 9 56 j36 SJL BsEAtANTs SECTION N1 BY OTHERS SCALE. 1/2 FULL B BUTT HINGE CONDITION) 1/4' MAX. SHIM AT EACH -- FRAME WIDTH (F.W.) — ANCHOR FRAME ANCHOR PER ELEVATIDNS 3 4 SEEDETAIL`8 ON I SHEET 9 LICIMM SUBSTRATE 63 EXIFRIDR By OTHERs SECTION N2 BY OTHERS SCALE: ,/2 FULI B GEAR HINGE CONDITION) re d 11 fr 1/4- MAx. SHIM AT EACH - FRAME WIDTH (F.W) - ANCHOR -,1 FRAME ANCHOR PER ELEVATIONS 2) SEE GLAZING DETAL 8 ON THIS SHEET A0 3 @ 1 SUBSTRATE EXTERIOR BY OTHERS SECTION SEALANTS SCALE: 1/2 FULL9 BY OTHERS (PIVOT HWGE CONDITION) SEE GLAZING DETAIL 8 ON THIS SHEET SEE GLAZING DETAIL 8 ON THIS SHEET - SECTION S SCALE: 1/2 FULL 9 SEE GLASS OPTIONS BELOW 559 BITE EXTERIOR 3 1. 5/8' MIN. AS REQUIRED BLOCKTING GLAZING DETAIL 1 SCALE: 1/2 FULL 1 L SEE GLASS I OPTIONS BLLOW 9 EXTERIOR 59 2 11 5/B' MIN. BITE SETTING BLOCK AS REQUIRED GLAZING DETAIL 2 SCALE 1/2 FULL SEE CLASS EXTERIOR 5 OPTIONS BELOW 5/8offiffTE 91 318SETTINGBLOCK AS REQURED DOW995 AT EACH END OF GLASS STOP SCALE 1 2 FULL SECTION P SCALE: 1/2 FULL 9 EXTERIOR r 5/8' MIN. BITE 1/4- MAX. SHIM AT EACH ANCHOR SEE GLASS OPTIONS BELOW BY OTHERS DOW 995 SIUCONEI- [ SETTING BLOCK AS REOUIRMATEACIIENDOF GLASS STOP GLAZING DETAIL 4 SCALE: 1/2 FULL 59 SEE GLASS OPTIONS BELOW 5/8- tww 995 GLAZING DETAIL 5 SIIUCLDNF SCALE: 1/2 FUu USED ONLY AT SHALLOW TO SHALLOW POCKET GLAZING. FRIED PANEL GLASS OPTIONS GLASS OPTION 1: 1/4' TEMPERED GLASS GLASS OPTION 2: 1/4' HEAT STRENGTHENED GLASS CLASS OPTION 3: 11 4* ANNEALED GLASS SEE 'GIASS IOAD TABLE' DN SHEET 5 FOR CLASS LOAD REQUIREMENTS. NOTE: GLASS SHALL MEET ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) INCLUDING ALL APPLICABLE SAFETY REQUIREMENTS. FRAME WIDTH (F.W.) - FRAME ANCHOR PER ELEVATIONS EE GLAZING v DUAL 8 ON B 3 THIS SHEET SEC110NiL SCALE: 1/2 FULL g SEE GLASS OPTIONS BELOW r185/8' 4 GLAZING DETAIL-6 SCALE: 1/2 FULL SFF. GLASS OPTIONS BELOW 7/8- MIN. BITE DOW 995 SILICONE- %-DOW 995 AT EACH END Of SILICONE SEALAN CLASS STOP SETTING BLOCK AS REQUIRED GLAZING DETAIL 7 SCALE 1/2 FULL EXTf1tI)- 1 1/4' TEMPERED CLASS 1/2- MIN. 811E 51 9 SETTING BLO:K 41 4 4 444 AS REQUIRED ! F 46 4 49 W LAJ 1 z zz Co Ln Vr.Lm ci R o dao ccc: n uwi Z 9 or 11 4 452 -I F-- 4.5D0 I I 50 1.750 0.080 0.080 Fz Ol FRAME HEAD O1 3/4- SILL, JAMB OR MUWON 4.452 0.188 2.000 0.125 OI DOOR TRANSOM MUWON USED WITi SPANS UP TO 961 4.452- 1.750 0.125 0.188 -- - 4.452 QI.75D O.C80 O3 1 3/4' HORIZONTAL MUWON DOOR TRANSOM MULUO? USED WITH SPANS UP TO 961 3.590 --i 3.590 ig 0.030 I 0.080 12 PERIMETER OLLEROL R 13 T FILLER 0.925 1.160 fl 0050J- 1.24D--050 0.666 J- 17 GLASS 18 POCKET INSERT 1tV 23 TRANSOM MUWON & DOOR HEAD END CLIP USED WITH PART 16) 4.188 1.000 0.135 2g STEEL REINF. 0.050 0.548 0.893 @am 9I WENSION 3. 786 0. 080 14 SILLSILL INSERT L_ 44275 1. 750 0.094 I . 20 HIGH PERFORMANCE FLASHING 1. 750 -- O.050 4.500 REMOVE THIS AREA AT TRANSOMS Z= j- DOOR JAMB/ MUWON 3.590 0 OBO 0.062 J 1.030 15 POCKET t6 GLASS STOP 1.750 0.094 0.125 I--- 4. 452 -- O DOOR TRANSOM MUWON LIMITED TO 84- SPAN) h-- 4. 452 -1 0.125 1.750 r 0. 090 DOOR TRANSOM MUWON UMIfED TO 84- SPAN) u v 4.452 0.090 0.080 3.549 4.500 4 1 / 2' SILL OR HORIZ. MUWON FILLER 3. 650 4.000 1.125 0.125 I r 0.125 24 TRANSOM MUWON & DOOR HEAD END CUP USED WITH PART 18) 4.150 0.125 4.406 -- j 10 4 1 f 2' SIDE JAMB OR VERTOR VERT. MULLIONHALF 0.094 4.SOD 0.094 4.408 4 1 f2' SIDE JAMB OR 0.12s 1.484 11 VERT. ' SIDE HALF 1. 4184 o.15s W/GLAZING POCKET 0.158 OA94 0. 094 21 TRANSOM MUWON & DDOR 22 TRANSOM MUWON & DOOR HEAD END SHEAR BLOCK HEAD END SHEAR BLOCK FO-2M USED WITH PART 15) (USED WITH PART 17) 4 4. 125 D.935 0.120 28 STEEL REINF. 4.250 --{ 1626 0. 562 1.375 0.125 0.135 30 STEEL- REINF. 31 DOOR JAMB MULL END CONNECTOR CUP NMI, P m".I1- 1 313 O O O 4.500 i4.500 2.D00 0.125 0T500 4. 0D0 -- 1 33 OR R HOLD 1-- 2. 000 --; 0.052 T r 0. 094 1.062 34 SAM II DOOR STOP 2.ODO -- .. 1 0.B25 O.t25 35 LCN DOOR STOP z a a n Z or 11 3.375 ------- 1.750 0.125 CONTINUOUS HINGE DOOR MLE(3 WIDE LE)(3 WIDE LE) 3.500 -i 2.000 - I 1- - 3.563 T [--- 2.188 1.750 1.750 1.750 0.125 I D.125 0.125 39 HINGE @ MOVE DOORD0 QR 41 C DOR L190 MEETING ME NG SALE (190ME (190 NARROW STILE) WIDESTILE) NARROW STILE) I 2.125--1 1.750 0-125 750 0.125 42 ACTIVE DOOR MEETING 1 STILE (350 WIDE STILE) 43 MEETING STILE (190 NARROW STILE) 1.724 T 1.724 0.125 7.2511 0.125 3.500 I LLJAI 45DOOR TOP 44 DOOR TOP RAIL 350 WIDE STILE) NARROW ST1LF) se COOK BD11DN 5WU7 AMli, ASII MAL REAIJIM01 PR16 vAleDl 1.724 - 07. PUSH-M Gt0¢E RPM W Coon TIGIIE WP ... heamua . ow I CONIMIl016 GEAR WIDE BT 6, 232 am MAW PM PAM w wan 1D OFFSET EDOT fff KWKI A 331 R11T7001D11E CFFW FM Bf XWNM 327 r' IortON oEnET IwOT By RARIWM 3.688 Is 165D aao+r Ina B, AONR-ROE Imm wi wm 100 0.125 0EO R1/91 BIT IOa Bf RADImt CONSENID ROD DOE OEVCE DOROYAm IUD CDNSLMM ROD Dm DEVa PAIn K CM ID 00 Om OLVIM N06pJ tmb ccomA m ROD Dom go RA IOU VA36 COMM coon c0®II1D x RAfIM OR um 9WACE Dolt Hasa NORM 46 LCN DOOR TOPmOf,I nxw a cE Ifwf NA.Nm1 w. o 2 1 i rR 2 rot nr RAI_L. (350 WIDE1.21.1, ND. Io 2 1 t' SS SCRD1 4 PEn pP ND. O R ] SS ! 17 FM DOOR SYW 0.125 T0.1u 1.750 1.750 1 1 2.125 - 36 BEVELED & PIVOT 37 BEVELED & PIVOT HINGE DOOR STILE HINGE DOOR STILE 350 WIDE ST11 £) (190 NARROW STILE) AI S0 SINGLE DOOR LOCK STILE) (ALSO SINGLE DOOR LOC C VILE) 47 DOOR BOTTOM RAIL (350 WIDE 5I1LE2 1.724 0.125 3.875 r:7 - - I® DOOR BOTTOM RAIL 19 SAR11LE) 0. 886 500 0. 050 51 = GLASS STOP 1. 724 --1 0. 125 8. 250 50 CROSS SAIL 49 DOOR CoyER CROSS RAIL z= o O. n acgla v ogo oIInowzHj is 3 :0 1 11 or 1 f t B' 1a-n 11• 11SE 3/B' • le x 1 1M' HEX HEAD BOLTS. USE Str x 2 IA' HEX NUT SLEEVE ANCHORS e A mmmmnr = ==3 1== ==Ae±!±n±n!*±!! ffm ACCORDING 10 A.S,T.AA, A853di80 AND FNS!¢D VYIM BARED EPDXY PRBAER AND BAKED POLYESTER TOPCOAT (SEE NOTE 1) Qi Sti OR10 r AL 1111'A SEAM DETAIL fT 2,r TYF P y off%= e vanow r'fT • r ! ONE LOCK LOCATED AT EACH END OF CURTAIN. 2'x 1-IM 12GALIGE GALVANIZED') ALUMINUM BOTTOM BAR E1(TRUSION 31/2' r15 FLAT WASHER 8 HEX NUT IY20 x 9• a •1 UFT CUP 3/8" RADIUS TYP. 25• SLIDE BOLT LOCK Y.' LOCK WASHER 2• x 1-11712 GAUGE Y'-20 HEX HEAD NUT GALVANIZED •J BOTTOM BARN TES: 1 STEEL FOR CORNULIATED SHEET ASTM•ASW WITH MINIMUM YIELD OF BO KSI AND TENSILE STRENGTH OF 82 KSI. (GRADE 80) I GUIDES ROLL FORMED (12) GAUGE (.11P • IM GALVANIZED STEEL 3. GUIDE INSERT FORMED (12) GAUGE GALVANIZED STEEL 4 (10) GAl1GE GALVANIZED STEEL I NDLOL7t CUP FASTENED WITH TWO 3118 X 440• POP RIVETS ON FOUR CORRUGARONS PER SIDE OF EACH SHEET MEMO OF OUDAWFORM FOR WOMM Otal. 00l..rn ID Ix" m IL1Di04.01.,OA0 Rpm'& CM•Imnr OLVDAmm'. uuo•. t,oDol cl. tr M IImAM 1Ln CaO+Ct®q.LZOCwf11tlM.4N Hf 001 00WMA lbw NILD1DIIOpI GI!WfIlOq:fM IR 4mE3FO1NI A0ALORIM 1 II,IN1t1DILCNp41xD,OIMoco Darn X,.IOXAMow, n9LMdooll.pp0• M MOD11ECn,,, 1110 iunbA. k0 tlglr AMftl,0 ly AlaYI1f.xi0,0 Mb'oMmlMM.t N1 N 11! IDDOO1 Nb QDlll.l lnt wxxXls Da.Iwert. tl.I.Io IDx.n D,wlnwtw FOR STEEL .LAMBS. USE P 14 x 1' SELF0RI1LLWG AND FASTENED B' FRDM FLOOR AND SPACED AT tt ON CENTER THEREAFTER. 1? 12 GAUGE MOWIUM THICKIiE33 1Am, am FOR CONCRETE JAMB. USE f/r it 2. l/r EXPANSION BOLTS WITH 1.1? MINIMUM EMBEDMENT AND FASTENED r FROM FUROR AND SPACED AT 2r ON CENTER TIrEREAFIER .1? 21/ B• 13/ 8' 2• a To tv 718• B/1E x 1' SLOT 2'x2'x3Ne• 2 HEAVY STEEL ANGLE ST 02 YY DUTY d CI.P 9 i 78 2) 8ffN07E • 4) WIM N= 43) e255 McEM bOw rial Dr. X 1a 353S 200 0.017APEOW Amo+. GA 301M Dow PH (!ot B7 2SOgIF&X:(T70) 074.1455 x.lwon CalwltlWltt by lost dca AKM www.asladocr.caD a Door SW Ix2t 1 X 21 M 2W WNDLM OOMMUM L 8 0 61261.2 61.2 61.2 12M203OD17 0.017 0x21 1 x 21 10 71 612 SLO61.252.0 2M2MOD17 0.017 S'ETDOM 2 X 21 12 95.0 845.0 2M0.017 c I•• 0 1B.B cl • 1B.B au200 u•u,r OD17 MAXIMUM SIZE20' WIDE x 21' HIGH 1t-01Mi71/ 0- no JIIES NOT SCALE DRAWINGS FRACTION . +/• fI32 REFERENCE TEST LOCATION Xn r/-.032Xx-+/•.EIS D1LIESTnumlomm CLA11iEDMIMLA OAknR X10T - +/-.006 c - I- 1LsiaTeymlAu 1pWEI@1AD%o DNAIOD.a mot t; 6. AV it 'Zoe j a OE 4, r 4k A *h 4. .Lte. "" •;r,- Ate - . r'77pp,aai'•Ad! .r 1.4 !f 4 ol 4WA ,' ow" COMMERCIAL W INDLOCK ROLLING SHEET O Windlood Des- 161 -_ eor F' ' / ASTA Door Model. 903 continuous corrugated windlock steel roll -up door is t% produced - highest quality - • durability in the in•Model R availableis • to • r efficient installation make the Model 203 the perfect choice for loading docks, fwere-housebuildings, distribution • or • r` cial applications with high windload requirements. MI 4255 McEver Industrial'Oriv0- Acworth 'Georgia 30101*` Phone: 770-974-2600 • Fax: 770-974-1455 Toll Free: 800-423-0659 fdwebse: www.astado.com e,-'mail: infio@astadoor.com S, c f=: .• ,lam% . l The Model -203' J ," lilercial Windloc- •Rotting Sheet Door 5. 41365 McEver Industrial Driver Acworth. Georgia 30101 Phonee,770.97.4.2f600. Fax: '770'974.1455 Toll •Free: 800.4123.0659 websits: www.astedoor.com e•r isil: info®astBdoor.com 4 ' /' F , Specifications: Standard Features: Curtain 111... 26 gauge galvanized wrtain with baked epoxy primer end polyeateT pcoat, elve10.geuge,gni=d windlock clips are riveted_ to the curtain edge etoo e_ngage_ _ the 12 gauge windlock insert within the door guide. Bottom Bar (2) ... 2jx 2' x 3/18':structu*-steel angle,fastened to aluminum retainer l witll bulb astragal. Locks (3) ... Dual 8 gauge galvenized.steel slide bolt locks attached to the bottom bar suitable for padlocks (padlocks by others). Drum/Axle Assembly_(4) ... 26 gauge galvanized topsheet,atteched w,16 gauge galvanized ; f "drums witA ball bearings, supporpi .by 12 gauge 1 5/18"/ 11'steal tubing. Guides (5) ... To be roll formed 12 gauge galvanized steel channels with toggle looked 12 - gouge Wndlock 11If insert. Operation 16) ... Reduction gear chain hoist standard for all sin. WindkTa Door.const7vction_desrgned.to-soti"-wrindlo -of +/- 35.O.PSF up to-18'.ii ids. I _ tasted to +/_- 52.50 PSF based on ASTM E330 test method to meet Florida !/ Building Code requirements. Available up to 20' wide at +/- 24.6 PSF windiced. Hardware ... For mounting to steel,,wood or block/mosonry.jambs (specify when ordering). O' er Options: Steel Mounting Plates - For lateral jamb extension to provide door support. Electric Operation - Easy, fast motorized operation at a push of a tiumon. 51 Top Draft Seal -- To seal tight at the header to reduce air filtration [stenderd Model 204). Insulation - Refer to ABTA Model 204 - standard 203 design with myler and y polyethylene insulation laminated to -backside of curtain, R -.5.24 (see detail)... f• Side Draft Seal - 2' brush weatherseal with '1-'- aluminum.reteiner attached to doorjamb Held - installed [ standard on Model 204). Dura- Finish Paint Process Strip steel per ASTM A-526. Has dip golvanisod•060 The ASTA process is designed to eosting par ASTM A-525. The Model 203 Wndlock provides the most wind protection your givealongerlife, with legs maintenance OBsnderirsd for prima toot money can buy, at a price that won't blow you away. Engineered andmuchbetterprotectionagainsttheadhesion. Corrosion inhibiting to meet the-Floride Building Code, the nations most rigid code elementssuchasweatheranddust. Our primer - minimum thickness I for windload, the Model 203 will withstand test pressures of methodproducesoneofthebestsystems1.2-.3) mile on each side. ' in ' our industry for a longer lasting and p DurD finish hrhtte pDlyeeesr "F _ 52. 50 PSF up to 16' wide. The Model 203 has 10 gauge galva- more maintanarice free finish. Our sys- top cost minknum thickness nised windlock clips riveted to the curtain edge to engage the 12 tem produces one of the thickest top coat 1.0 mUo front ells, .5 mile - gauge toggle locked insert within the door guide. The side stripping f- finishes in our industry. back side.) consist of PVC rubber. attached to the curtain edge. Y•, f r O x x ELEVATION SECTION -A -A SIDE ROOM REQUIREMENTS ISEEELEVATION A- 1 I A•'2 HAND • ROK PI.XL 1 7' 7 DIRECT DRIVE CHAIN HOIST 7• 10• REDUCTION GEAR CHAIN HOIST I T. 10' ELECTRIC MOTOR OPERATOR KIT 1 7• 10, IW ale 9 MAD Raw/ unag 10R.AR w,111 DDW, r IGrn ' ASTA DoorCow ration erves the right: to change Illustrations shown are for general reference and l `• _ - - * r'nna Ar• n,cP01'1•Ll' enrviCP177`JlIrJLOur I mhmitp 3 1/2' 1 SEAMDETAILr YP 1-- 25"1 x y fI ff w,/ z• —• Ili• I:- BCl/ li•i A1N 1110A CJRTAIN• • I 1= r l7 J spec cations [pout prior novice. gineerl'ng ,*' i ild be,-- verified for,constructlon purposes. ; - jpap Mllm nlnnrnnnn wnUjr mnntS 11/28/2018 Florida Building Code Online I Business & Professional Regulation 01 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats d Facts I Publications I Contact Us I MS Site Map I Lint Product Approval ppdopr USER: Public User g ui ettaogMv Product AQDroyal Menu > Product or AQolication Search > Aeoliration List > Application Detail FL * FL4031-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived l iProduct Manufacturer Schlage Lock Company,LLC / ExpiDoor Address/ Phone/Email 11819 N. Pennsylvania Street Carmel, IN 46032 317) 715-4073 james. donlan@allegion.com Authorized Signature Jim Donlan james. donian@allegion.com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Gordon Thomas Evaluation Report Florida License PE-46718 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 02/25/2019 Validated By Eric C. VanHorn, P.E. u Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method r ' C1s Standard TAS 201, TAS 202, TAS 203 Method 1 Option D I https:// floridabuilding. orglpr/pr app 00.aspx?parom=wGEVXCtMDqu%2bDA41zvMKlpkG19Vf%2fhT%24BGSCPLEXKE%3d 1/2 11/28/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 08/14/2017 08/18/2017 08/28/2017 10/10/2017 FL S Model, Number or Name Description 4031.1 Expidoor Metal Building Door System Flush single outswing door system for use in metal builc construction Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL4031 R9 II 1035W-1RevE.W Approved for use outside HVHZ: Yes Verified By: Gordon Thomas P.E. 46718 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +70/-70 Evaluation Reports Other: Flush hollow metal door system for use with Lockset FL4031 R9 AE SL2014-007R3.PDF Hardware or Panic Hardware in metal buildings Created by Independent Third Party: Yes Back Next The State of Florida Is an AA/EEO employer. Q9Ryjjght 2007-2013 State of Florida_ :: Privacy Statement :: Accessiblllly Statement :: Refund SI Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, d electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.2395. ' Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an er they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you di supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you al under Chapter 455, F.S., please click bl[L. product Approval Accepts: MEN ®® Credit Card Sate https://floridabuilding.org/prIpr app dd.aspx7param=wGEVXQwtDqu%2bDA41zvMKlpkGl9Vf%2fhT%2gBGSCPLEAKE%3d 2/2 Gordon Thomas, P.E. 3759 Blossom Ct Mason, OH 45040 December 27, 2013 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence This is to certify that I am self-employed and operate as an independent contractor providing professional engineering services. I have no financial interest in nor will I acquire any financial interest in any company manufacturing or distributing products for which evaluation or validation reports have been issued by me. In addition, I have no financial interest in nor will I acquire any financial interest in any other entity involved in the approval process of those products for I have issued reports. Sincerely, k Gordon Thomas, P.E. FL PE # 46718 1 EVALUATION REPORT Title: Evaluation of Expidoor Revisions Report #: SL014-007R3 Manufacturer: Schlage Lock Company, LLC 11819 N. Pennsylvania Street Carmel, IN 46032 Technical Contact Jim Donlan Compliance Engineer Prepared by: Gordon Thomas, P.E. 3759 Blossom Court Mason, OH 45050 Florida # 46718 Date: August 16, 2017 I. Introduction/ Scope ON D' Ty O • 1GENSF l No. 46718 STATE OF F<ORIDF' STONAL E\\ Based on wind load test results for the Expidoor single outswing door, the following evaluation will evaluate the performance on the same frame design and wind pressure for Florida Statewide Product Approval. Revision to the top/bottom and intermediate brackets were made along with new floor mounting conditions and weatherstripping. The following product design has been previously approved under FBC approval FL #4031-R8 and NOA 12-0305-10. The following report evaluates the new overall doorframe design as it compares to the doorframe design tested. II. Reference Material The following items were used to prepare the evaluation report: A. Certified Testing Laboratories, CTLA 1035W-1, dated 4/7/03 B. Dade County NOA # 12-0305-10, approved May 31, 2012 C. Schlage Lock Company Dwg# 1035W-1, 6 sheets, Rev B, Dated 1/29/04 D. FBC FL# 4031-R8 III. Evaluation The following chart shows the doors & frames that were tested & approved by Dade County. All of the doors and frames have been tested to TAS 201 (Large Missile Impact), TAS 202 (Uniform Static Air Pressure) and TAS 203 (Cyclic Wind Pressure). These standards are referenced in Section 1609.1.2 (WIND LOADS, Protection of openings) and Section 1709.5 (Exterior window and door assemblies) & 1709.7 (Test specimens) of the 6'" Edition 2017 Florida Building Code. CTLA-1035W-1 Dwg 1035W-1, NOA 12-0305.10 Rev E. 8 Sheets FBC 4031-R8 Door Type Expidoor Expidoor Door Size 3070 3070 Single Single Door Frame Size 40" x 86" 40" x 86" w x h) Frame Design PU-Series, 16 ga CRS, 5.75" jamb PU-Series, 16 ga CRS, 5.75" jamb MU -Series, 16 ga, CRS, 5.75" jamb MU -Series, 16 ga CRS, 5.75" jamb Design Pressure 70 psf 70 psf Lock Types Monarch 18-M Mortise Panic Falcon 25-M Mortise Panic Schlage D/ND Cylindrical Schlage D/ND Cylindrical Schlage L9400 Mortise Schlage L9400 Mortise Weatherstripping PS074 PS074 NGP 5050 Glazing type & NA NA Size (max) Top & Bottom 14 ga steel, angle 12 ga steel, angle w/ stiffener Bracket 9) #12-24 screws 9) #12-24 screws Floor Mounting Steel or Steel or Concrete Concrete Intermediate 12 ga steel, 2-1/2" x 2-1/2" angle 12 ga steel, 2-3/16" x 5-3/8" angle Bracket Mounting Outswing Outswing Anchors Expidoor anchor system Expidoor anchor system Mullion Type NA NA IIII I Impact Rating Yes 2tOT4. D. No. 46718 P STATE OF I(QZ o i s ORIDP 1//10NAL 00\\\ 111111+ 2 B. Summary/ Conclusion The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. The doors will be constructed and installed per the requirements contained in NOA 12-0305.10 and Schlage Lock Dwg 1035W-1. I conclude that the construction shown comply with the structural requirements of the 6'" Edition 2017 Florida Building Code. IV Limitations of Use The following inforrnation summarizes the limitation of use for the frames under evaluation. 1. Elevation Maximum Door Width: Maximum Door Height: Maximum Wind Pressure Frame Anchor Types, Size & Spacing Approved for HVHZ applications 3ft-0in 7ft-0in 70 psf Refer to Dwg #1035W-1, Rev E w4 D. Tti ICENSF cif' No.46718 (P STATE OF F ORIOP • . NG10NAL Certification of Independence of Evaluation Entity I hereby certify that (1)1 have no financial interest in Schlage Lock Company, LLC; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009(3) F.A.C. and 61I 3.009(4) F.A.C. 3 40' MAX F--4— FRAMu VIDTN pRIIDy _— Ke• EACH rNMO MAuc X SHAM 1 er o Mlaa. 4 rc 1 MAXLL _ kill J 1 G 64' W MaaIMAX 7q, max TDP t BiTM TV B TYP. SEE SHTMB FIX THRESHOLD MITSVIG DOOR INSTALLATION WITH CYLINDRICAL LOCK SCHLAGE D/ND-SERIES WITH 3/4' TROV LATCH DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED I WHERE WATER INFILTRATION REQUIREMENT IS NU NEEDED POSITIVE NOT APPROVED 70 PSF NEGATIVE NOT APPROVED 70 PSF SEE SHEETS 5, 6.7h8 FOR TOPDOOR RACKETBASSEMBLY 40- MAX FRAME WIDTH 6:i— 9.75E f or HINGE 7- 0 ILENOTE 2 e SEE I H T1 f or HINGE 5 En 3A978 E DF HINGE I"m TOP 6 BTTM SEE SHEETS 5.8.7a8 -24 FOR BOTTOM BRACKET OUTSWING DOOR ASSEMBLY WITH MORTISE LOCK SCHLAGE L9400 SERIES rffmrmn i1 BIaBHSHI•fi7:iCilZl:il i4#9 YHA fJ? HLBI i I9ai>r13ii3 : YTiaY T33 eezv r_u e a : yr.n : r'• Y n Hik1`i i->f#R:1 0 M i ;. •'Efif31:11i4:9:Y6i.7f1Yi 1:1• ins) I : ' , 1. 5 a: Bf1:Bl a 83!fTTi:RTi ii:l/CfSlii: M B ITa T•,7fill Rig:iTCf FST:r}I H>lfT iT c SEE SHEETS FOR'TOP 8 BRACKET ASSEMBLY E or HINGE f OF HINGE 4D' MAX FRAME WIDTH 36• MAX _ H I am R E V I S I DESCRIPTION APPROVAL DVGS. REVISED PER DC BCCO YMF REVISED NAME JPD REVISED JPD REVISED JPD SEE SHEETS 5.0, 7 & a FOR TOP BRACKET ASSEMBLY OF HINGE IF HINGE D N S DATE APPROVED f or HINGEL 4 f or HINGE Gordon .Thonns Date TOP BTiM SEE SHEENS 3759 Blossom Court 11 L 5. 8. 7 3 e Mnson, DH 45040 FOR B TTTODI nloFMo .6718 SEE SHEETS 70 BRACKETg-------- 5. B. 7 MI 8 I MOTES ASSEMBLY FOR BOTTOM BRACKET L ONE ROV OF WEATHERSTRIPPING PER JAMB AMID HEAD, ' ASSEMBLY WITH MORTISE PANIC INSTALL PER SHIL 5, 6. 7 6 & 2 AMDiOR RECLUREMNT9 FALCON 0125-M SERIES SEE SHEET 5, 6, 7 6 8 FOR APPROVED ANCHORING SYSTEM FOR EXPI-DOER UNIT. KINTER1mN VIEW) 3. M WA REDUIREM EMM MIN (3N WIGS LWAYMN& 9.75' FROM RABBET IN HEAD TO CL OF TDP HONED: 1636' FROM FLOOR TO CL OF BOTTOM H)NGE, E4IALLY SPACED IN BETWEEN, 4. SEE SHEET 4 FOR AVAILABLE STANDARD OPENING SIZES AND SPECIFICATIONS. S. HARDWARE INSTALLATION AS PER MAKWACTIRER'S DD:TRUETIBNS. L APPLY FJMLK AS NEEDED. 7. SPECIFIC FrrsEee/rer Ar APPLICATION OF THIS MOIL IN COMPLIANCE WITH THE FCC, TO BE DETERIBQD BY Bu1LMXG OFFICIAL ON CASE BY CASE BASIS. BEMB RAV= SCHLAGE LOCK COMPANY, LLC 11819 N. PENNSYLVANIA STREET EEEj- CARMEL, IN 46032 THIRD AMPLE PID.ECTION InLE FLMIA MUM DONE PRUNCY APPROVAL DRAWN STEELCRAFT EXPIDOOR SERIES SYSTEM COUTSVING) NF' o00 SHEET 1 OF 8 I E 0 0 HaRRONT NORIZONTALGIRT O 4.IC 7 CA. \ DOOR HINGE REINFORCEMENT LOW3r MAIL 7 --(4 EXTERIOR SECTION A —A MORTISE PANIC DEVICE. FALCON (F)25—M I- MAX ItIOR SECTION A —A MORTISE LOCK. SCHLACE L9400 SERIES 3Y MARL SECTION A —A CYLINDRICAL LOCK. SCHLAGE D/ND—SERIES WITH 3/4- LATCH a2 1.20r IJS• ItIr T y R a12S• / 7 CA. a IKp. FRAME HINGE REINFORCEMENT 0 0 O 0 SEE s1EET 5. I ! 7 FORANL7 WMIS OPOOMS AND INSTALLATION SEE SHEET S, I it 7 FOR ANCHORING OPTIONS AND DISTALLATION SEE SNEYt & I t 7 FOR ANCHORING OPTlpls AND DISTAIIATION I045 WIRE HINGE SPACER 4.34' R E V I S 1 0 N S LTR DESCRIPTION DATE APPROVED A APPROVAL DWGS. 03.11.03 B C REVISED PER OC BCCO REVISED NAME YMF JPD 01/29/04 11/01/13 D REVISED JPD 05/20/14 Da' 1 E REVISED JPD 10/10/14 M 16 GA. MORTISE LOCK/PANIC REINFORCEMENT 1<1100 e 15 GA. CYLINDRICAL LOCK Gordan TIlomoo Dot* REINFORCEMENT 3758 Blonan Carl Mo4aq; 011 43DW Flaido 08718 NDg$ I. SEE sHu FOR ELEVATION. MATERIAL AND SZE 2. SEE SHTA 6 Al 7 FOR ANCHOR REQUIREMENTS 3. SEE SHY. 5. 6 & 7 FOR GIRT/STUD WALL CONSTRUCTION AND ANCHORING SYSTEM. 4. SEE SHT. 4. S. 8. & 7 FOR AVAILABLE SIZES JAMB DEPTHS AND SPECIFICATIONS. 5. APPROVED HARDWARE INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS. 11M RAMS SCHLACE LOCK COMPANY. LLC 11819 N. PENNSYLVANIA STREET CARMEL. IN 46D32 TAM ANIAL PROAM"M MAW - E CRDSS SECTION OF EXPIDOOR SERIES UNIT NF lumad 307D SINGLE DOORS 1 SHEET 2 OF 8 1 E EXTERIOR SIDE SEE SHT 5, 6 do 7 FOR SEE SHT 5, 6 k 7 FOR SEE SHT 5, 6 k 7 FOR SCREW INFORMATION SCREW INFORMATION SCREW INFORMATION GIRT CIRTCIRT SEE SHT.B SEE SHT.8 SEE SHT.8 FOR THRESHOLD FOR THRESHOLD bf A FOR THRESHOLD INSTALLATION INSTALLA71ON INSTALLATION AND ANCHORS AND ANCHORS r ii AND ANCHORS SECTION B-R CYLINDRICAL LDCKSET SCHLAGE D/ND-SERIES SECTION R-B MORTISE LOCKSET SCHLAGE L9400 SERIES HOUSING COVER LATCH BOLT 1279 STRIKE 0 (STAINLESS STEEL) 0 MECHANISM CASE o CENIERCASE 2) n2-24 SS y 120 KSI TOUC BAR T- 4 7/Br- FALCON (F)25—M MORTISE 1 1/4' 1279 STRIKE P2 Fy m6 SECTION R—R MORTISE PANIC DEVICE FALCON (F)25—M 3/4- THROW LATCH 2 Fy mtiC.12D KSI P-32 MS® O SCHLAGE L9400 SERIES MORTISE LOCKSET W/ DEADBOLT JD -SERIES LOCKSET am RADIUS R E V I S 1 0 N S DESCRIPTION DATE APPROVAL DWGS. D3.11.03 REVISED PER DC BCCO YMF Di/29/04 REVISED NAME JPD 11/01/13 REVISED JPD 05/20/14 REVISED JPO 10/10/14 APPROVED n Thomas Dots Blossom Court OH 45040 NOTES- 1. SEE SHTA FOR ELEVATION, MATERIAL AND SIZE 2. SEE SHTS. 5, 6 & 7 FOR ANCHOR REQUIREMENTS 3. SEE SHT. 5, 6 do 7 FOR GIRT/STUD WALL CONSTRUCTION AND ANCHORING SYSTEM 4. SEE SHTS. 4, 5, 6 & 7 FOR AVAILABLE SIZES, JAMB DEPTHS AND SPECIFICATIONS 5. APPROVED HARDWARE INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS S. WALL CONSTRUCTION STRUCTURAL MEMBERS MUST BE DESIGNED TO COMPLY WITH APPROVED DESIGN PRESSURE RATING SCHLAGE LOOK COMPANY, LLC 11819 N. PENNSYLVANIA STREET CARMEL. IN 46032 CROSS SECTION OF EXPIDOOR SERIES UNIT 3070 SINGLE DOORS 1035W-1 SHEET 3 OF 8 HE AVAILABLE DOOR CONFIGURATIONS TABLE I. (SEE NOTE 1.) DOOR SERIES CORE MATERIALPERSHT.4 MAXIMUM OPENING SIZE SKIN MATERIAL WIDTH HEIGHT DESCR. GA. MIN. THK HONEYCOMB 18/.044" L POLYSTYRENE 3'0' 7'0' CRS 16/.053' POLYURETHANE GALV 14/.067" AVAILABLE FRAME CONFIGURATIONS Fy MIN. = 43,700 PSi TABLE 2. (SEE NOTE 2.) FRAME SERIES JAMB DEPTH MAXIMUM OPENING SIZE MATERIAL WIDTH HEIGHT DESCR. GA. MIN. THK PU 5.75" MIN. 3'0" 7'O" CRS/HRS 16/.053" 14/.067' GALV MU 5.75* 3'0' 7'0' CRS/HRS 14 GALV 067' A SECTION A -A A SECTION A -A I F TABLE 3. CRS ASTM A1008 HRS ASTM A1011 GALV: A60 ASTM A924 SECTION FF-FF R E V I S 1 0 N S DESCRIPTION DATE APPROVED APPROVAL DWG 03.11.03 REVISED PER DC DCCO YMF 01/29/04 REVISED NAME JPD 11/01/13 REVISED JPD 05/20/14 REVISED IPD 10/10/14 Gordon Thomos Dote 3759 Blossom Court Mason, OH 45040 Florido #46718 NOTES: 1. DOOR CONSTRUCTION 1.1. MINIMUM DOOR THICKNESS — 1 3/4" 1.2. ALL DOORS ARE FLUSH — NO LITES OR LOUVERS AVAILABLE 2. FRAME CONSTRUCTION 2.1. MINIMUM JAMB DEPTH — 5 3/4", STOP HEIGHT — 5/8" 3. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 3. 4. CORE MATERIAL SHOWN WITHOUT HARDWARE REINFORCEMENTS xw RADIUS SCHLACE LOOK COMPANY. LLC 11819 N. PENNMVANIA STREET TOW CARMEL. IN 46032 A POLYSTYRENE ( C) EXPANDED POLYSTYRENE FOAM "M Amu rwoasroR FUMA D cox PNOW1 APPMNAL A) (B) HONEYCOMB 3DENSITY:1.0 LB/FT NF /Rs NrTaA"iR°Ano NSE EXPANDED POLYSTYRENE FOAM KRAFT PAPER. 1.2" CELL SIZE OR POLYISOCYANURATE AND MATERIAL SPECS. DENSITY: 1.D LB/CUFT 3 EXPIDOOR UNIT DENSITY:2 LBS/FTva-aww- H!- ie 1035W-1 E NTS AUTOCAD SHT 4 OF B F F TOP GIRT SEE SHT.8 FOR THRESHOLD INSTALLATION 012-24 X .750 3) SCREWS TOP BRACKET 12' MAX. L - - - #12-24 X .750 9) SCREWS 20' O.C. - - DOURMAX. DOUBLE ROW INTERMEDIATE BRACKET 0, #12-24 X .7501 20' O.C. .. ( 8) SCREWS INTERMEDIATE MAX. 86' GIRT BOTTOM VIEW A 20' O.C.- BRACKET MAX. 38' T— - -- 12' MAX. SU' SERIES ASSEMBLY(9) p/2X . FLOOR LEVEL HEAD NOTCHED 9) SCREEWSWS AND BOLTED 012-24 X 1.25' VIEW A TO JAMBS v (3) SCREWS INTO STEEL OR (3) 1/4' X 1-3/4' TAPCON INTO CONCRETE TOP OF JAMB FLOOR IN LIEU OF GIRT 0.625' HEAD --T 1- 0.625' 7 2' MAX. VARY 00 L 0--t I(! .625' 5. 75' VARY 5.75' MIN. MIN. 1,94' WEATHERSTRIPPING DETAIL PS074 OR NGP 5071 ALL DIMENSIONSTYPICALEXCEPTWHEN SPECIFIED) 2* MAX. M STRIKE JAMB EXTERIOR HINGE JAMB 2.000 5.751 16 GA Z C-CHANNELATTACHEDTO JAMBS r, 8. 00• 0.75' 130' 2. 50' 16 GA GIRT PROFILE 00.3B' 8 HOLES 2.5' 12 CA STEEL /f INTERMEDIATE ' BRACKET 6. 5C 2,5 5.75' >\ 4.3B' 14 GA STEEL TOP AND BOTTOM BRACKET MIN. 16 GA. ASTM A3E 7.875' 1.75' R E V I S 1 0 N S DESCRIPTION DATE RELEASE TO SHOP REVISED PER OC BCCO YMF 01/29/0A REVISED NAME JPD 11/01/13 REVISED JPD 05/20/11 REVISED JPD 10/10/14 APPROVED yy n tab,r Gordon Thomos Dot• 3759 Blossom Court Moon. OH 45040 Florldo #48718 1.50' r; e ' 4. 00' MU' SERIES 41 KIDCORNER 12X3/ 4' ASSEMBLY MU' SERIES BACK WELDED CORNER SCHLAGE LOCK COMPANY, LLC 11819 N. PENNSYLVANIA STREET CARMEL, IN 46D32 EXPOOOR SERIES UNIT ASSEMBLY, CORNER DETAILS INSTALLATION INFORMATION AND WEATHERSTRIPPING ATTACHMENT AU 1 SHEET 5 OF 8 E CONCRETE SEE SHT.8 FOR THRESHOLD INSTALLATION 4) SCREWS j` v A 0.75' B I 130' C 012-24 X 1.25 2.50' D 9) SCREWS 16 GA GIRT PROFILE E 5/16' 12-24 X 1.25' B HOLES 10) EACH SIDE • 2 s 12-24 X 1.25 86' . 4s 8) SCREWS 5 Ir • 6 }' 12 GA STEEL y l INTERMEDIATE BRACKET 5.75' 3.34' 12 GA I 9.438' STEEL TOP AND ItBOTTOM I BRACKET I l 1 • y12-24 X 1.25 1 9) SCREWS FLOOR LEVEL \ 4 1• 3/8' s 3' POWERS POWER NEW A CONCRETE T STUD OR EXPANSION ANCHORMU' SERIES OR EQUAL (2) PER SIDEKDCORNER 'MU' SERIES OR 1/4' X 1-3/4' ASSEMBLY BACK WELDED CORNER TAPCONS (3) PER SIDE 0.625' HEAD --T I r 0.625' 2' MAX. I—T VARY 0.625' 5.75' VARY MIN. 1.94' WEATHERSTRIPPING DETAIL PS-074 OR NGP 5050) ALL DIMENSIONS TYPICAL I 2' EXCEPT WHEN SPECIFIED MAX. STRIKE JAMB EXTERIOR INTERMEDIATE BRACKET INTERMEDIATE GIRT MAJL MINIMUM 16 GA HINGE JAMB C—CHANNEL ATTACHED TO JAMBS 1.75' 12-24 X 1.25' SDS HEX WASHER HEAD TYPICAL R E V I S 1 0 N S DESCRIPTION DATE APPROVED APPROVAL DWGS 05/20/14 REVISED PER DC BCCO YMF 01/29/04 REVISED NAME JPO 11/01/13 REVISED JPD 05/20/14 REVISED JPD 10/10/14 Gordon Thane Date 3759 Blossom Court Mason. ON 45040 Florldo #46718 SCHLAGE LOCK COMPANY, LLC 11819 N. PENNSYLVANIA STREET CARMEL. IN 46032 EXPIDOOR SERIES UNIT ASSEMBLY, CORNER DETAILS ANCHORING INFORMATION AND WEATHERSTRIPPING ATTACHMENT ILAT owe NO, wcv 1035W-1 SHEET 6 OF 8 E NTS I AUTOCAD TOP GIRT TOP BRACKET INTERMEDIATE BRACKET INTERMEDIATE GIRT SEE SHT.B Q FOR THRESHOLD BOTTOMINSTALLA71DN VIEW A BRACKET 112-24 X 1.25' tiF ( 9) SCREWS MU' SERIES 112-24 X 1.25' KD CORNER (3) SCREWS INTO STEEL ASSEMBLY ' MU' SERIES BACK WELDED CORNER 0.625' HEAD — c— L — T 2' MAX. VARY I I 0.625' L 5.75' VARY MIN. 1 A 1.94' WEATHERSTRIPPING DETAIL PS-074 OR NGP 5050) ALL DIMENSIONS TYPICAL 2. I EXCEPT WHEN SPECIFIED I MAX. F— STRIKE JAMB EXTERIOR 12-24X1.25' 4) SCREWS 7'-9' 0.75' 1' 130' 2.50' 112-24 X 1.25' 9) SCREWS 16 GA GIRT PROFILE 12-24 X 1.25' 5/16' 8 HOLES 10) EACH SIDE tirX1.25' 86' 2 12-24 B) SCREWS 6 }" 12 GA STEEL y INTERMEDIATE BRACKET a ! MRA. MINIMUM 16 GA HINGE JAMB C—CHANNEL ATTACHED TO JAMBS LTR I DESCRIPTION I DATE I APPROVED E I APPROVAL DWGS 10/10/14 f,4 8' 12 GASTEEL TOP ABOTTOBRAC 512-24 X 1.25' SDS HEX WASHER HEAD TYPICAL OM14 Cordon Thomas Dote 3759 Blossom Court Moron. OH 45040 Florida J48718 SCHLAGE LOCK COMPANY. LLC 11819 N. PENNSYLVANIA STREET CARMEL. IN 46032 EXPIDOOR SERIES UNIT ASSEMBLY. CORNER DETAILS ANCHORING INFORMATION AND WEATHERSTRIPPING ATTACHMENT FLAT Dwo WO, mv 1035W-1 SHEET 7 OF 8 E 3.91--{-13.9—}-13.9 —{— 3.91—{ SEE NOTE 1 RIGID SECTION 35.625 EE NOTE 2. MAX. 0.75 FLEXIBLE SECTION 1.25 SEE NOTE 3. STEELCRAFT FAS-SEAL DOOR SWEEP DR NGP 331 DOOR SWEEP 36.00' C0 1/4' X 1 3/4' PHFH TAPCDNS OR 1/4' X 2' FLAT HEAD SLEEVE ANCHOR DR 1/4-20 SMS 0.665' TYP. RO.094' f CTYP> 4.00' (TYP) 9.25' TYP. — FULL JAMB DEPTH THRESHOLD 0 THRESHOLD PROFILE FLEXIBLE SEMI -RIGID PS-D74 SELF-ADHESIVE L WEATHERSTRIPPING 0.13 T I-- 0.50 1.83' It 4' T5.78' 1.90' 2.14' CENTERLINES FOR C'TSK .480' HOLES SCREWS F-1.84' F-1.47' --i R E V I S I 0 N S LTR DESCRIPTION I DATE APPROVED E APPROVAL DWG 1 10/10/14 I d cvdo+'ihow a . D. 79 400Blo toA Caur! OI, D rW Nd7lB NOTES, 1. SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH. L. DOOR SWEEP RIGID SECTION IS MADE OF PRD-FAX HPD-199 POLYPROPYLENE HOMDPDLYMER 3. DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE #101-73 73 DUROMETER - SHORE A SCALE 0. 469 FLEXIBLE TIDRD PRO Tid DRAWN ao. 00• JPD 25 NDT NGP 5050 COMPRESSED C: SELF-ADHESIVE APnRrvm WEATHERSTRIPPING 0. 50 I APvrl SCHLAGE LOCK COMPANY, LLC 11919 N, PENNSYLVANIA STREET CARREL, IN 46032 7NDA em DM CODE PRD=T APPROVAL DOOR ACCESSORIES BOTTOM SWEEP THRESHOLD AND VEATHERSTRIPPING LAr I" 1035W-1 E NTS SHT 8 OF 8 AC472 STEEL STRUCTURES, INC. F CERTIFICATION VULCAN STEEL STRUCTURES, INC Job Number 25781 Customer Nome: DESIGN ENTERPRISES Job Location: SANFORD, FL 32773 BUILDING DESCRIPTION: NOMINAL WIDTH: 75 feet NOMINAL LENGTH: 96 feet EAVE HEIGHT, BACK S.W: 12 feet EAVE HEIGHT, FRONT S.W: 15.42 feet ROOF SLOPE. LEFT: 0.5467:12 ROOF SLOPE. RIGHT: DATE: 12/13/18 DESIGNED BY: VLB DETAILED BY: RDP CHECKED BY: VB SPANDREL DEFLECTION DESIGN LOADS BUILDING CODE: FLORIDA BUILDING CODE 6TH EDITION (2017) - BUILDING FRAME SELF WEIGHT: INCLUDED SNOW : ROOF DEAD LOAD: 2.000 psf FLAT ROOF SNOW LOAD Pf 0 psf COLLATERAL LOAD: 5 psf GROUND SNOW LOAD Pg 0.00 psf ROOF LIVE LOAD: 20.00 psf SNOW LOAD IMP. FACTOR 1.00 FRAME LIVE LOAD: 12 psf THERMAL FACTOR Ct : 1.00 SNOW LOAD. ROOF: 0 psf SNOW EXP. FACTOR Cc 1.00 WIND SPEED: (3 SEC GUST) 139 mph (Vult) 107.67 mph (Vosd) INTERNAL PRESSURE COEFF. 0.18/ -0.18 WIND EXPOSURE: B CLOSURE "C, 0, P' Closed RISK CATEGORY : II - Normal SEISMIC PARAMETERS SEISMIC -FORCE RESISTING SYSTEM: STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE ANALYSIS PROCEDURE EOUIVALENT LATERAL FORCE PROCEDURE SITE CLASS (ASSUMED) 0 SEISMIC IMPORTANCE: 1.00 SEISMIC DESIGN CATEGORY: A DESIGNED SPECTRAL ACCELERATION PARAMETER "SOS" - (SHORT PERIODS): 0.08 DESIGNED SPECTRAL ACCELERATION PARAMETER "S01" - (1 SEC PERIODS): 0.06 MAPPED SPECTRAL RESPONSE ACCELERATION: "SS" - (SHORT PERIODS): 0.08 MAPPED SPECTRAL RESPONSE ACCELERATION: "S1" - (1 SEC PERIOD): 0.04 SEISMIC RESPONSE MODIFICATION COEFFICIENT: "R" - 3.00 SEISMIC RESPONSE COEFFICIENT: "Cs" - 0.028 TOTAL LONGITUDINAL BASE SHEAR 2.17 TOTAL TRANSVERSE BASE SHEAR 2.11 DRAWING RELEASE HISTORY I DRAWING REVISIONS GATE SENTI REASON FOR RELEASE I REVISION1 DATE I BY I DESCRIPTION 8 COVERING AND TRIM COLOR TABLE SHEETING ROOF PANEL: GAUGE PANEL TYPE COLOR 26 GA. PBR PANEL Golvalume WALL PANEL: GAUGE PANEL TYPE COLOR 26 GA. PBR PANEL BROWNSTONE WALL TRIM COLOR: BROWNSTONE GABLE TRIM COLOR: BROWNSTONE FLORIDA PRODUCT APPROVAL NUMBERS W A L K 0 0 0 R S 3070 IMPACT RATEO/WIND RATED +/-. 50 PSF FL22211.5 3068 NON -IMPACT RATED/WIND RATED +/- 50 PSF FL22211.1 3070 IMPACT RATED/WIND RATED +/- 70 PSF FL22211.7 6070 IMPACT RATED/WIND RATED +/- 50 PSF FL22211.3 4070 IMPACT RATED/ WINO RATED FL17900.1 4070 NON -IMPACT RATED/ WIND RATED FL17900.2 8070 IMPACT RATED/ WINO RATED FL18463.2 8070 NON -IMPACT RATED/ WIND RATED FL18463.1 R I D G E V E N T S 12" THROAT IRIDGE VENT WITH 12" THROAT FL12805.2 6-3/4" THROAT IRIDGE VENT WITH 6-3/4" THROAT FL12805.5 9" THROAT IRIDGE VENT WITH 9" THROAT FL12805.1 L O U V E R S FIXED STEEL ILOUVER WITH FIXED BLADES FL12256.1 ADJUSTABLE STEEL LOUVER WITH ADJUSTABLE BLADES FL12256.2 R 0 L L U P 0 0 0 R S 1100 SERIES MAX SIZE: 8'-8" X 14'-0" FL12765.1 1100 SERIES MAX SIZE: 10'-0" X 14'-0" FL12765.2 3100 SERIES MAX SIZE: 16'-0" X 20'-0" FL12765.3 3100 SERIES MAX SIZE: 20'-0" X 20'-0" FL12765.4 750 SERIES MAX SIZE: 3'-0" X 12'-0" FL12675.5 750 SERIES MAX SIZE: 6'-0" X 12'-0" FL12765.6 750 SERIES MAX SIZE: 8'-8" X 12'-0" FL12765.7 750 SERIES MAX SIZE: 10'-0" X 12'-0" FL12765.8 850 SERIES MINI MAX SIZE: 8'-8" X 12'-0" FL12765.9 R 0 0 F P A N E L S BATTENLOK FL11819.1 DOUBLE-LOK FL11819.2 LOKSEAM FL11819.3 SUPERLOK FL11819.4 ULTRA-OEK FL11819.5 7.2 PANEL FL1519.1 PBR PANEL FL5346.1 PBU PANEL FL11868:2 J+ JAN 10 2018 1 f 1 MIAMI DADE PRODUCT APPROVAL NUMBERS R 0 L L U P D 0 0 R S 850 SERIES MINI MAX SIZE: 8'-8" X 12'-0" NOA-18-0118.02 3400 SERIES MAX SIZE: 12'-0" X 20'-0" NOA-18-0123.13 R 0 0 F P A N E L S PBR 22 GAGE & 24 GAGE NOA-17-0920.04 SUPERLOK 22 GAGE NOA-18-0220.11 SUPERLOK 24 GAGE NOA-18-0312.09 DOUBLE-LOK NOA-18-0312.07 W A L L P A N E L S PBR 124 GAGE NOA-18-0312.08 ECO-FICIENT I NOA-15-1109.06 S K Y L I G H T S PBR I I NOA-18-0328.02 OFFICE W A L L P A N E L S S 0 F F I T P A N E L S AVP PANEL FL11917.3 ARTISAN L-12 I FL11919.1 FW-120PANEL FL11917.4 SKYLIGHTS PBR PANEL FL5335.1 PBR SKYLIGHT (FRP) I FL13793 REVERSE PBR FL5335.1 WALL L I T E S SHADOWRIB PANEL FL11917.6 PBR (FRP) FL13787.1 PERMIT # If - THE PROJECT DESIGNER IS NOT THE METAL BUILDING MANUFACTURER. THE METAL BUILDING DESIGNER OR THE METAL BUILDING ENGINEER. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS IS A SPECIALTY ENGINEER AND NOT THE PROJECT DESIGNER OR THE PROJECT ENGINEER OF RECORD. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS DOES NOT HAVE FAMILIARITY WITH THE PHYSICAL JOBSITE LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS, SERVE AS OR OUAUFY AS THE PROJECT DESIGNER. VANESSA L. BANKS P.E. FLORIDA P.E.p 83970 500 VULC ANPARKWAY A ADEL31620 0, 1141fu 11018"0 No. 83970 o STATE OF p.•. sS 0NAI GENERAL NOTES 1. MATERIALS ASTM DESIGNATION STRUCTURAL STEEL PLATE A529 OR A572 GRADE 50 or GRADE 55 COLD FORMED LIGHT GAGE SHAPES A1011 GRADE 55 BRACE CABLES A475 EHS HOT ROLLED MILL SHAPES ASTM A992 GRADE 50 ROOF AND WALL SHEETS A653 OR A792 GRADE 50 or GRADE 80 BOLTS A307, A325T, AND A490 A307 UNLESS NOTED 2. STRUCTURAL PRIMER SHOP PRIMER PAINT IS A MINIMAL NON -UNIFORM THICKNESS COATING OF A RUST INHIBITIVE RED -OXIDE COLOR PRIMER SATISFYING THE REQUIREMENTS OF TT-P-664. THIS PRIMER IS NOT TO BE CONSIDERED A FINISH COAT AND IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. THIS PRIMER IS NOT WARRANTED OR REPRESENTED AS BEING COMPATIBLE WITH ANY TYPE OF FINISH PAINT SYSTEM. THE PRIMER COAT APPLIED AT THE FACTORY IS SUBJECT TO BLEMISHES, SCUFFS, SCRATCHES AND THE LIKE DURING SHIPPING AND DURING HANDLING AS PART OF THE ERECTION PROCESS. IT IS THE RESPONSIBILITY OF THE ERECTOR TO TOUCH UP ANY SUCH UNDESIRABLE CONDITIONS DURING OR AFTER THE ERECTION PROCESS. OBJECTIONS TO PRIMER APPEARANCE SHALL NOT BE SUBJECT TO REJECTION OR BE CONSIDERED A CAUSE FOR REJECTION. 3. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A325T UNLESS SPECIFICALLY NOTED OTHERWISE. STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN —OF —THE —NUT METHOD IN ACCORDANCE WITH THE 14th EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325T OR A490 BOLTS". PER SECTION 8.1. (SPEC. 16.2) A325T BOLTSMAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN —OF —THE NUT METHOD. ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. 4. BUILDER/CONTRACTOR RESPONSIBILITIES THE METAL BUILDING MANUFACTURER'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE CONTRACT DOCUMENTS, THE METAL BUILDING MANUFACTURER'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. IN CASE OF DISCREPANCIES BETWEEN METAL BUILDINGS MANUFACTURER STRUCTURAL PLANS AND PLANS FOR OTHER TRADES. THE METAL BUILDING MANUFACTURER'S PLANS SHALL GOVERN. IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. APPROVAL OF METAL BUILDING MANUFACTURER'S DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE METAL BUILDING MANUFACTURER'S INTERPRETATION OF THE CONTRACT PURCHASE ORDER ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED MANUFACTURER'S APPROVAL PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, ENGINEERING AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND f OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS THE MANUFACTURER'S DESIGN AND DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY THE MANUFACTURER ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. THE METAL BUILDING MANUFACTURER'S ASSUMPTIONS WILL GOVERN. THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS BY THE BUILDING MANUFACTURER DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT THE BUILDING MANUFACTURER OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUFACTURER IN COMPLIANCE WITH ALL REQUIREMENTS OF THE PURCHASE ORDER. THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH THE METAL BUILDING MANUFACTURER'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. THE METAL BUILDING MANUFACTURER DOES NOT WARRANT STRUCTURAL INTEGRITY OF ANY COMPONENTS FIELD MODIFIED OR DESIGNED AND FABRICATED BY OTHERS. NEITHER DO WE ACCEPT DESIGN RESPONSIBILTY FOR THE EFFECTS NON STANDARD COMPONENTS DESIGNED BY OTHERS MAY HAVE ON THE SYSTEM IN GENERAL. AS TAKEN FROM THE FOURTEENTH EDITION OF THE AISC MANUAL PAGE 16.3-56 PARAGRAPH 7.14 — READS AS FOLLOWS THE CORRECTION OF MINOR MISFITS BY MODERATE AMOUNTS OF REAMING, GRINDING, WELDING OR CUTTING, AND THE DRAWING OF ELEMENTS INTO LINE WITH DRIFT PINS, SHALL BECONSIDERED TO BE NORMAL ERECTION OPERATIONS." RECOGNIZING THE FLORIDA BUILDING CODE REQUIRES EXPOSURE C AS THE DEFAULT WIND EXPOSURE. IT IS RESPONSIBILITY OF THE PROJECT DESIGNER TO DETERMINE, VERIFY AND PROVE EXPOSURE "B" IS APPLICABLE BASED ON THE BUILDING LOCATION AND THAT EXPOSURE B IS ACCEPTABLE TO LOCAL BUILDING/CODE OFFICIALS OR AUTHORITIES HAVING JURISDICTION. IT IS THE ABSOLUTE RESPONSIBILITY OF THE BUYER TO RETAIN SERVICES OF AN INDIVIDUAL OR FIRM PROPERLY QUALIFIED TO PERFORM THE DUTIES REQUIRED OF A PROJECT DESIGNER TO INCLUDE: A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING THE SITING OF (DETERMINATION OF WIND EXPOSURE) AND SPECIFYING THE GEOMETRY, LOADS AND MATERIALS FOR A BUILDING PROJECT. A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING GEOMETRY PARAMETERS INCLUDE DEFINITION OF WIDTH, LENGTH, HEIGHT, SLOPE, BAYS, INGRESS AND EGRESS REQUIREMENTS AS APPLICABLE AND NECESSARY FOR THE DESIRED OCCUPANCY USAGE CATEGORY. A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING LOAD PARAMETERS INCLUDING DEFINITION OF THE BUILDING CODE AND APPLICABLE EDITION (YEAR), DETERMINATION OF IMPORTANCE FACTORS, DEFINITION OF ALL LOADS REQUIRED FOR THE DESIGN OF THE STRUCTURE INCLUDING DEAD LOADS, COLLATERAL LOADS, LIVE LOADS, WIND SPEED AND EXPOSURE CATEGORY, HVAC UNIT LOADS, FLOOR AND OTHER APPLIED LOADS (IF APPLICA- BLE). NEITHER THE METAL BUILDING MANUFACTURER OR THE METAL BUILDING ENGINEER ARE RESPONSIBLE FOR LOAD OR EXPOSURE CATEGORY DETERMINATION. A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING MATERIAL PARAMETERS INCLUDE DEFINITION OF ALL EXTERIOR COVERING MATERIALS AS WELL AS ALL INTERIOR SURFACES AND FINISHES. SPECIAL NOTES: BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL WALL COVERING, ROOF SHEETS, AND PERMANENT BRACING IS INSTALLED. BUILDER / CONTRACTOR IS RESPONSIBLE FOR SUPPORTS OR TEMPORARY BRACING DURING ERECTION, HE SHALL FURNISH, AND INSTALL THESE TEMPORARY SUPPORTS WHERE NECESSARY. TEMPORARY SUPPORTS ARE NOT PROVIDED BY THE METAL BUILDING MANUFACTURER. OUTSIDE VENDOR ACCESSORY NOTE: BUYER SHALL BE RESPONSIBLE TO COORDINATE, ASSURE AND VERIFY THAT THE STRUCTURE AND CLEARANCES AS PROVIDED BY BUILDING MANUFACTURER ARE COMPATIBLE WITH THE DOOR PROVIDED BY OTHERS. TUBE UTTER TRIM VARIES) 3 P STANDARD TRIM LAP DETAIL NOTE: ALL TRIM CONTAINED ON THIS PROJECT WILL HAVE OUR STANDARD 3" LAP AS SHOWN ABOVE. (TRIM STYLE VARIES) THE PROJECT DESIGNER IS NOT THE METAL BUILDING MANUFACTURER, THE METAL BUILDING DESIGNER OR THE METAL BUILDING ENGINEER. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS IS A SPECIALTY ENGINEER AND NOT THE PROJECT DESIGNER OR THE PROJECT ENGINEER OF RECORD. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS DOES NOT HAVE FAMILIARITY WITH THE PHYSICAL JOBSTTE LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS, SERVE AS OR OUALIFY AS THE PROJECT DESIGNER. VANESSA L. BANKS P.E. FLORIDA P.E.B 83970 500 VULCAN PARKWAY ADEL. GA 31620 59A L, ENS s- N0 3970 a STATE OF cv 0. 1 I Vf o o ] 6- WI DETAIL A Base EL. 100•-1 1 DETAIL B Bose EL. I DO'-1 1 /2 Oa= 1" 8" I— xx 0 4 I - SeePlan j DETAIL C Base EL.100•-1 1/2" Oio= 5/8" I I r 0 a0 I 4.. O pL -I 2 SW See Plan DETAIL D SEE PLAN x OUT TO OUT CONCRETE L3 SEE PLAN w OUT TO OUT STEEL W W PROJECTION CONCRETE EDGE AND ANCHOR BOLT PROJECTION C VALL PANEL 112 1 1/4' SOS V/ VATNER w OC) POT) BASE USE ANGLE re4• et64A TAPE SCAL NAIL - IN ANCNDR e w DC. (BY OTHM) BASE NQE VITH BASC TRIN AND BASE CL=KS VITHWT 9WIG NDTCH Y ANCHOR BOLTS NOTES MANUFACTURER RECOMMENDS USE OF STRAIGHT ROD ANCHOR BOLTS WITH NUT AND WASHER ON BOTH ENDS AS OPPOSED TO J-BOLTS OR ANCHOR BOLTS WITH HOOKS BECAUSE OF BETTER PERFORMANCE RESULTS IN CONCRETE FOUNDATIONS. THE TYPE OF BOLT USED FOR THE PROJECT SHALL BE DETERMINED BY THE FOUNDATION ENGINEER WITH THE BOLT STRENGTH MEETING OR EXCEEDING THAT OF AN ASTM F1554 GRADE 36 (MIN.) BOLT. ANCHOR BOLTS ANCHOR BOLT SUMMARY VT N/FLATHEX WASHERSEE BUILDING PLANS pip PFOj FORPROJECTIONCONCRETE LINE Oty Locate (in) Type (in) O 16 Jamb 5/8" F1554 3.00 O 24 Endwall 5/8" F1554 3.00 TOTAL IENGM DETERIaNED X 40 Frame 1" F1554 4.00 HEX NUT BY FOUNDATION ENGINEER •• W/ FLAT WASHER r ANCHOR BOLTS SHALL BE ASTM rave 1 el' L al 3- l9 al 4- la 1f17) D)BitD D' 0 0 a8 0 0 xl7f 0 0 f 1 De•" IW-1 1/2• 6)C 100•- 1 1/2• Ll l00'-1 t/2• EW,ao'-, 1/2' pM t00'-, 1. 099AEI..- 100'-1 1/2• A@1 I De•" 100'-, 1/2' I C @§A I C a E A I` O A EW- 100'-1 1/2• A De— 100•-1 1/2- B oo- too'-1 1/2 e De•- 100•-1 1/2• •1 c c f c' B De• IOC-1 1/2• G.. 1W-1 1/2• 1clx Oe 1OW-1 ,/2- rind - Bent SLAB BEYON FINISHED FLOOR L JANH DEPTH 1- 1,2' SECTION ' A -A' 1- 3/4' F.O.VIDTH 3/4- A_ A• LJ 0 aO J O 0 0 TYP. OVERHEAD DOOR RECESS DETAIL ANCHOR BOLT PLAN NOTE: All Bose Plates O 100'-0• (U.N.) 11 * = 1 33/411 I FIELD LOCATED PENINGS I I 4 1 3070 WIND stud N C ] FINAL ERECTION EX3 FOR CONSTRUCTION E ] FOR APPROVAL E ] OTHER, EXPLAIN VANESSA L. BANKS P.E. FLORIDA P. E.# 83970 500 VULCAN PARKWAY ADEL. GA 31620 rr,1r11/ 111111111111//1It, 455A L. sNo. 83970 STATE OF •; 4OR% 0.-" 1 0 Iffi U11111t'll ORIGINAL SIGNATURE REOUI`` RE/D VULCAN STEEL STRUCTURES, INC I DESIGN ENTERPRISES PROJECT I SANFORD, FL 32773 DATE - ADDRESS AILS DWD QT T T T- COLUMN LINE IV IV IV IV 1V RIGID FRAME: ANCHOR BOLTS k WE PLATES Frm Col Anc._Soll Base -Plate (in) Elev. Line Line Oty Die Width Length Thick in) 1 • E 4 1.000 8.000 12.25 0.500 1.5 1 • A 4 1.000 8.000 12.25 0.500 1.5 1 • 0 4 0.625 6.000 8.000 0.500 1.5 1 • C 4 0.625 6.000 8.000 0.500 1.5 1 • B 4 0.625 6.000 8.000 6.500 1.5 11 Frame Fines: 1 5 ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Frm Cal Wnd_Press Wind_Suct Line tine Hors Vert Harz Vert 1 0 -0.3 0.6 1.4 -1.8 1 C -1.0 0.6 2.1 -1.8 1 B -1.6 0.6 2.5 -1.8 Frm Col Wnd_Presa Wind_Suct Line Line Harz Vert Harz Vert 5 B -1.6 0.6 2.5 -1.8 5 C -1.0 0.6 2.1 -1.8 5 0 -0.3 0.6 1.4 -1.8 BUILDING BRACING REACTIONS t Reaction(k ) Panel Shear Wall - Col -Wnd - -Seismic- (Ib ft Loc Line line Harz Vert Harz Vert Wind Seis Note F SW A 2,3 24.3 26.8 1.1 1.2 b R_EW 5 €h B_SW E Torsional Bracing Used b Wind bent in boy, base above finish floor h Rigid frame at endwall 34 IY T- COLUMN LINE H y IV 1V RIGID FRAME: ANCHOR BOLTS rk BASE PLATES Frm Col Anc._Boll Base -Plate (inj Elev. Line Line Oty Oio Width Length Thick (in) 21 E 4 1.= 8.000 12.25 0.500 1.5 2• A 4 1.000 8.000 12.25 0.500 1.5 2• Frame lines: 2 4 RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc._Boll Base -Plate (in Elev. Line Line Oty Dia Width length Thick (in) 3 E 4 1.000 8.000 12.25 0.500 1.5 3 A 4 1.000 8.000 12.25 0.500 1.5 Wind LI/Wind Rl = Lateral wind load from the left/right with a negative Internal pressure coefficient. Wind-L2/Wind_R2 = Lateral wind load from the left/right with a positive Internal pressure coefficient. Wlnd_Lnl = Longltudinal wind load with a negative Internal pressure coefficient. Wind_Ln2 = Longitudinal wind load with a positive Internal pressure coefficient. Selsmlc_L/SeIsmIC_R = Lateral Seismic load from left/right. LVINDN_LME/ LVINDM_RNE = Longitudinal wind loads for edge zones. FOUNB_SL_L/ F#UNB_SL_R = Unbalanced roof snow load with wind from the left/right. FMPAT_LL 4 = Pattern live load for continuous bean systems. Note, Bracing reactions are not already Included In combination with any other load but must be added to basic reactions as desired by the foundation designer' Collat = Collateral Load Endwall Load Case Definitions Rafter Vind L/ Rafter Vlnd R = Lateral wind load from the left/right. Brace Wind_L/ Brace Wlnd R = Lateral wind load from the left/right with the bracing loads added. Wind P/Wlnd_S = Wind Pressure/Suction due to longitudinal wind. Wind_Ln# = Longitudinal wind load on the roof. Seismic_L/Seismic_R = Lateral Seismic load from left/right. EBUNB_SL L/ ENUNB_SL_R = Unbalanced roof snow load with wind from the left/right. ESPAT_LL tl = Pattern live load for continuous bean systems. LWINDII_L/LW1NDlI_R = Longitudinal wind loads for edge zones. REV RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frome Column Dead - -- --Collateral - Live ------ Wind_Lefll- Wnd_Rightl- Wnd_LeN2- Line Line Horiz Vert Hariz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 • E 0.0 0.7 0.1 0.7 0.2 1.5 5.5 7.8 7.3 1.9 6.3 6.5 1• A 0.0 1.3 0.1 0.7 0.2 2.8 2.2 7.2 3.4 7.1 1.6 4.5 1• 0 0.0 1.2 0.0 1.5 0.0 3.6 0.0 7.9 0.0 11.3 0.0 4.6 1• C 0.0 1.0 0.0 1.4 0.0 3.3 0.0 10.2 0.0 5.4 0.0 7.3 1• B 0.0 1.0 0.0 1.4 0.0 3.3 0.0 11.5 0.0 3.4 0.0 8.8 Frame Column Wnd R%t2- Wnd_Longl- Wnd_Long2- Seismic-Left Seismic -Right Seismic-Long Line Line Horiz Vert Horiz Vert Honz Vert Horiz Vert Maria Vert Horiz Vert 1• E 6.6 3.2 29.2 25.8 32.7 17.6 0.3 0.2 0.3 0.2 1.8 1.3 1• A 4.0 4.5 11.4 1.1 10.2 19.3 0.1 0.1 0.1 0.1 0.6 0.6 1• 0 0.0 8.0 0.0 12.1 0.0 36.0 0.0 0.2 0.0 0.2 0.0 1.4 1• C 0.0 2.5 0.0 11.6 0.0 8.4 0.0 0.0 0.0 0.0 0.0 0.1 1• B 0.0 0.7 0.0 20.4 0.0 1.6 0.0 0.1 0.0 0.1 0.0 0.6 Frome Column F1PAT_LL-1- F1PAT-LL-2- F1PAT_LL_3- F1PAT_LL_4- F1PAT_LL-5- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1• E 0.1 1.4 0.1 0.3 0.2 0.2 0.0 1.8 0.3 0.1 1 • A 0.1 0.1 0.1 0.3 0.2 1.6 0.0 0.3 0.3 2.0 1• 0 0.0 4.0 0.0 1.9 0.0 0.5 0.0 1.5 0.0 2.0 1• C 0.0 1.6 0.0 3.5 0.0 1.7 0.0 1.7 0.0 1.6 1• B 0.0 0.3 0.0 2.0 0.0 3.8 0.0 2.1 0.0 1.4 Frame Column Dead- ----Collateral- Live ------ Wind -Left I - Wnd_RightI- Wnd_Left2- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2• E 2.8 2.9 4.9 4.4 11.4 10.4 29.1 23.5 8.2 12.4 20.6 14.3 2• A 2.8 3.9 4.9 4.4 11.4 12.1 19.5 24.6 20.4 18.1 10.9 13.9 Frame Column Wind_Right2- Wind_Longi- Wnd_Lon92- Seismic-Left Seismic Right Seismic-Long Line Line Horiz Vert Maria Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2• E 0.4 3.1 46.1 29.0 3.2 15.4 0.3 0.1 0.3 0.1 1.5 0.4 2• A 11.7 7.4 3.6 19.2 40.7 32.8 0.2 0.1 0.2 0.1 1.1 0.4 Frame Column Dead-- - - -Collateral- Live ------ %nd_Leftl- Wnd_R' hit- Wind_Left2- Line Line Hariz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 3 E 2.6 2.9 4.8 4.3 11.3 10.3 27.8 22.9 9.3 12.6 19.4 13.8 3 A 2.8 3.6 4.8 4.3 11.3 11.3 19.8 23.3 19.8 16.6 11.3 13.3 Frame Column Wnd_R' ht2- Wind_Longl- Wind_Long2- Seismic-Left Seismic Right Seismic -Long Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 3 E 0.7 3.5 46.0 28.7 3.3 15.1 0.3 0.1 0.3 0.1 1.5 0.4 3 A 11.2 6.6 3.4 17.5 40.6 31.1 0.2 0.1 0.2 0.1 1.1 0.4 1. Frame lines: 1 5 2• From* lines: 2 GENERAL NOTES 1.) APPLICATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT REPRESENT THE PROFESSIONAL OF RECORD. M2ETAL BUILD ION DESIGNC'ANDNUFAURCONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE R. 3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8' IN BOTH ELEVATION AND LOCATION. 84.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A QUALIFIED ENGINEER TO SUPPORT THE 13UILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS. 5.) ALL ANCHOR BOLTS TO BE ASTM F1554 GRADE 36 MIN. OR GRADE 55 (UNLESS NOTED) 6.) VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS ONLY. R IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACTORS. 7.) WND REACTIONS ARE BASED ON VuIL ION: E ) FINAL ERECTION EX] FOR CONSTRUCTION E I FOR APPROVAL E I OTHER, EXPLAIN VANESSA L. BANKS P.E. FLORIDA P.E.d 83970 500 VULCAN PARKWAY ADEL, GA 31620 11` It1t111111111111//fl//f/ V 6ENSF•`y Q` i I No. 83970 a STATE OF ' Q O R IOp NN AL11;11 8/0 11/ 1111111 YZ/ ORIGINAL SIGNATURE REOUIREO VULCAN STEEL STRUCTURES, INC PROJECT BRIO BUSINESS CENTER Ml ANCHOR BOLT DETAILS 3 RE 111 25781 DESIGN, VLB DRAFT- RDP PROJECT SANFORD, FL 32773 DATEi12/13/18 1 SHEET ADDRESS SPLICE BOLT TABLE Oty Mork Top Bot Int Type Dia Length SP-1 4 4 0 A325 0.875 3.50 SP-2 4 4 0 A325 0.625 2.25 FLANGE BRACE TABLE FRAME LINE 1 5 D ID I SIDES I MARK LENGTH OFFSET 1 1 F843A 3'-7" 2'-8" 2 1 F639.5A 3'-3 1 /2" 2'-8" 3 1 FB40.5A 3'-4 1 /2" 2'-8" 1 F841A 3'-5' 2'-8" ALTERNATE MEMBERS Frame Line OID Mark 5 A EC-6 B EC-5 r Fr -A Q9/ 16' 12 CAP PLATE BOLTS Mark Oty Type Dia Len EC-1 4 A325 0.625 2.25 EC-2 4 A325 0.625 2.25 EC-3 4 A325 0.625 2.25 TYP. FLANGE BRACE / GIRT CONNECTION OFFSET C 1/2'xl 1/4' TYP U.N.) (TYP BOLTS TYP. U.N.) la I I t o o I o uL \ ` _ G1R71N/ 1 T A307 (BOLTS A SECOND FLANGD SEE 7RAME CROV BRACE IS REQUIR IF '(2)' IS NOTEFLANGEBRACETF.COLUMN/RAFTER SEE FRAME CROS6 BOLTS TOTAL FOR LOCATIONS.DDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY MEMBER TABLE Web De th Web Plate Outside Flange Inside Flange Mork W x Thk x Len th W x Thk x Length StartEndThickLenthRF1- 1 11.5 28.0 0.188 108.9 6 x 1/4:: x 133.9 6 x 5 16 x 110.1 28. 0/28.0 0.250 26.2 6 x 1 /2" x 36.3 RF1- 2 22.0/22.0 0.165 199.5 6 x 3/8" x 240.0 6 x 3/8" x 199.5 22. 0/ 14.0 0.165 108.0 6 x 3/8" x 66.5 6 x 5/ 16" x 108.3 RF1- 3 14.0/14.0 0.120 239.0 6 x 3/16" x 239.0 6 x 3/16 x 101.5 6 x 3/ 16 x 122.4 RF1- 4 14.0/ 18.0 0.135 101.6 6 x 5/ 16" x 240.0 6 x 1/4" x 86.7 18. 0/ 18.0 0.135 176.5 6 x 5/ 16" x 38.1 6 x 5/ 16" x 175.7 RF1- 5 28.0/28.0 0.188 23.5 6 x 1/4" x 35.8 6 x 5/16" x 151.5 28. 0/11.5 0.165 150.6 6 x 1/4" x 174.1 EC- 1 W8541 EC- 2 W8541 EC- 3 W8541 iI' 25• _ 1- f1- i+- 26 Go. PBR. Galvalume t5 5'- 0 1 16' 0 -- N7 - --- 1RFt- 2 i Ia I 1 W M I 1 GENERAL NOTES: NOTICE TO ERECTOR-------------------------- A) lt is IMPORTANT that for members exceeding 30 ft. in length that a spreader bar be used when lifting. B) ALL flonge braces and wind brocing must be installed prior to exterior finishes being applied. 7 auu. strut l _'- RFl - 4 I RF 1-3 I vai a. I o. aio , n a j1LaI I W W ® I I Cr. 1 T MAIN FRAME ELEVATION: FRAME LINE 1 5 C I FINAL ERECTION CX1 FOR CONSTRUCTION C ] FOR APPROVAL C I OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC VANESSA L. BANKS P.E. FLORIDA P.E.# 83970 500 VULCAN PARKWAY ADEL. GA 31620 I uI IUp'II,, 5SA L. gq ENSF•.,; No. 83970 o STATE OF vs I 07 1 ORIGINAL SIGNATURE REQUIRED DESIGN ENTERPRISES ID 125781 1 DESIGNS VLB I DRAFT. SHRDP CHECK, VB PROJECT SANFORD, FL 32773 DATE,12/13/18 EET 3 SPLICE BOLT TABLE Oty Mark To Bot Int Type Dia Len th SP-1 1 4 4 2 A325 0.875 3.50 SP-2 4 4 0 A325 0.625 2.25 FLANGE BRACE TABLE FRAME LINE 2 4 V ID 1 SIDES I MARK LENGTH OFFSET 1 1 F648.5A 4'-0 1/2" 2'-8" 2 1 FB42A 3'-6" 2'-8" 3 1 FB41A 3'-5" 2'-8" 1 F642.5A 3'-6 1/2" 2'-8" 5 1 F851A 4'-3" 2'-8" TYP. FLANGE BRACE / GIRT CONNECTION OFFSET FL 1/2'xl 1/4' A307 TYP. U.N.) (TYP BOLTS TYP. U.N.) la a I I to of o URL \ ` _ GIRT IN/ } \` AP BOLTS A SECOND FLANGE BRACE 1S REOUIRED ONLY 1F '(2)' 1S NOTED IN -THE FLANGE BRACE TABLE. SEE FRAME CROSS SECTION FOR LOCATIONS. R.F. COLUMN/RAFTER i 16 BOLTS TOTAL ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY MEMBER TABLE Web Depth Web Plate Outside Flange Inside Flange Mark W x Thk x Length W x Thk x LengthStartEndThickLenth RF2-1 1 1.5 28.0 0.250 98.2 6 x 5/16" x 134.1 6 x 1 4 x 99.5 28.0/28.0 0.313 37.2 6 x 1 /4" x 36.3 R172-2 33.0/18.0 0.188 173.3 6 x 5/16" x 240.0 6 x 5/16" x 173.9 18.0/ 18.0 0.135 240.0 6 x 5/16" x 171.8 6 x 5/16" x 240.0 RF2-3 18.0/18.0 0.135 120.0 6 x 5/16" x 240.0 6 x 5/16" x 240.0 18.0/ 18.0 0.165 120.0 6 x 5/16" x 170.6 6 x 5/16" x 169.9 18.0/36.0 0.250 170.6 RF2-4 30.0/30.0 0.313 41.6 6 x 1/4" X 37.9 6 x 5/16" x 134.0 30.0 11.5 0.250 132.7 6 x 3 8" x 174.4 4 26 Go. PBR. Gotvolume 15 O 5'-0 1 16' Q91 16- 1 12 Strut _ Strut _ RF2-3 I - RF2-2 al al N c I1 1a I IN N n I i 4 I 1n l .12' 4 9/16' 68'-8 3/4' 2'-6 11/14 -1 17 CLEARANCE 6'- 7 ' OUT -TO -OUT F STEEL GENERAL NOTES: NOTICE TO ERECTOR A)lt is IMPORTANT that for members exceeding 30 ft. in length that a spreader bar be used when lifting. B)ALL flonge braces and wind bracing must be installed prior to exterior finishes beinq applied. MAIN FRAME ELEVATION: FRAME LINE 2 4 REVIS C I FINAL ERECTION CX7 FOR CONSTRUCTION C ] FOR APPROVAL C I OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC VANESSA L. BANKS P.E. FLORIDA P.E.# 83970 500 VULCAN PARKWAY ADEL. GA 31620 111/11111111111 1/r,, CSA L. e GEfNs' r: No. 3970 a STATE OF 4 0 RN` r1111111111111 Z J' / ORIGINAL SIGNATURE REQUIRED NT ID 125781 1 DESIGN- VLB I DRAFT, POP I CHECK, VB PROJECT ISANFORD, FL 32773 DATE, 12113/18 1 SHEET 4 SPLICE BOLT TABLE oty Mark Top Bot Int Type Dia Len th SP-1 4 4 2 A325 0.875 3.50 SP-2 4 4 0 A325 0.625 2.25 FLANGE BRACE TABLE FRAME LINE 3 V ID SIDES I MARK LENGTH 1 1 FB48.5A 4'-0 1 /2" 2 1 F842A 3'-6' 1 F841A 3'-5" 1 F642.5A 3'-6 1 /2" 5 1 F651A 4'-3' , Q9/ 16' 12 TYP. FLANGE BRACE / GIRT CONNECTION OFFSET C I/2'xl 1/4' BOLTS TYP. U.N.) (TYPCTYP_ 11.N.) GIRT OFFSET 2'-8" A SECOND FLANGE ` 2'-8„ BRACE IS REQUIRED O NNLLYY 2'-8" IF '(2)' IS NOTED IfTTRf 2'-8" FLANGE BRACE TABLE. 2-8., SEE FRAME CROSS SECTION FOR LOCATIONS. '--/ 307 (BOLTS R.F. COLUMN/RAFTER 6 BOLTS TOTAL ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY 25'-5 26 Go. PBR, Golvalume 15 ® 5'-0 1 16' GENERAL NOTES: NOTICE TO ERECTOR A)lt is IMPORTANT that for members exceeding 30 ft. in length that a spreader bar be used when lifting. B)ALL flange braces and wind bracing must be installed prior to exterior finishes beinq applied. MAIN FRAME ELEVATION: FRAME LINE 3 REVIS MEMBER TABLE Web Depth Web Plate Outside Flange Inside Flange Mark W x Thk x Length W x Thk x LengthStartEndThickLencith RF3-1 11.5 28.0 0.250 98.2 6 x 5/16" x 134.1 6 x 1/4" x 99.5 28.0/28.0 0.313 37.2 6 x 1/4" x 36.3 RF3-2 33.0/18.0 0.188 173.3 6 x 5/16" x 240.0 6 x 5/16" x 173.9 18.0/ 18.0 0.135 240.0 6 x 5/ 16" x 171.8 6 x 5/16" x 240.0 R173-3 18.0/18.0 0.135 120.0 6 x 5/16 x 240.0 6 x 5/16" x 240.0 18.0/ 18.0 0.165 120.0 6 x 5/16" x 170.6 6 x 5/16" x 169.9 18.0/36.0 0.250 170.6 RF3-4 30.0/30.0 0.313 41.6 6 x 1/4" x 37.9 6 x 5/16" x 134.0 30.0 11.5 0.2501 132.7 6 x 3 8" x 174.4 I FINAL ERECTION X] FOR CONSTRUCTION FOR APPROVAL OTHER, EXPLAIN 811 /4. VULCAN STEEL STRUCTURES, INC AD SANFORD, FL 32773 VANESSA L. BANKS P.E. FLORIDA P.E.# 63970 500 VULCAN PARKWAY ADEL, GA 31620 N Irur'Irrlgr 11 bEZ. r F •. Y i' _ * - a STATE OF 04 ORIGINAL SIGNATURE RE(O UIRED DRAFT SHEET Y-0• 1'-0' 1'-01 DETAIL A• r $12 MEMBER FASTENERS PANEL FASTENER SPACING AT INTERMEDIATE GIRTS B. 14li B. I' ll 012 MEMBER FAST HERS PANEL FASTENER SPACING AT EAVE STRUTS ENDLAPS, AND BASE 014 STITCH FASTENERS ZONE 5 - -20_- 0/C MAX. ZONE 4 - E ALL GIRTS IL _ 20 _ D.C. MAX. BETWEEN GIRTS DETAIL 'A' 4 = ZONE 4 DIM W = 4.8 FT 5 = ZONE 5 PBR' WALL PANEL PROFILE PBR' WALL PANEL ATTACHMENT DETAIL ERECTOR NOTE: THIS BUILDING HAS SPECIFIC ROOF AND/OR WALL FASTENER REQUIREMENTS. PLEASE REVIEW THIS DETAIL PRIOR TO ERECTING THE ROOF & WALL PANELS. FAILURE TO FOLLOW THESE SPECIFIC REQUIREMENTS COULD RESULT IN LOSS OF ROOF OR WALL PANEL(S) qER DETAIL F RTIAjLY ENCI WIND LOADING PRESSURES CHART AREA <- 10 SO.FT. FOR PANELS) PRESSURE SUCTION ZONE 1 (ROOF INTERIOR) 16 35 ZONE 2 (ROOF EDGE) 16 58 ZONE 3 (ROOF CORNER) 16 BB ZONE 4 (WALL INTERIOR) 32 34 ZONE 5 (WALL EDGE) 32 42 WALL ACCESSORIES 10 SOFT (ZONE 4) 32 34 100 SOFT (ZONE 4) 27 30 10 SOFT (ZONE 5) 32 42 100 SOFT (ZONE 5) 27 32 NOTE PRESSURES SHOWN ARE BASED ON Vun AND APPLICABLE INIERWIL COEFYICEf115 FOR THE ENCLOSURE CLASSIFICATION AND EXPOSURE CATEGORY. SEE COVER PAGE FOR APPLICABLE VALUES. FOR ALLOWABLE STRENGTH DESIGN PRESSURES. VOAA. MULTIPLY THE SHOWN VALUES BY O.G. ROOF SLOPE 0' TO <3' VA. _* o/M * WALL FASTENER DETAIL PLAN 0• Y-a DETAIL A• 012 MEMBER FASTENERS PANEL FASTENER SPACING AT INTERMEDIATE PURLINS 7' 7' 7' 012 MEMBER FASTENERS PANEL FASTENER SPACING AT EAVE STRUTS ENDLAPS, AND RIDGE. 814 STITCH FASTENERS TAPE MASTICZONE3 - _Z9__ O/C MAX. ZONE 2 - _29__ O/C MAX. ZONE 1 - 2 ALL PU D.C. MAX. BETWEEN PURLINS DETAIL •A• 1 = ZONE 1 DIM A = 4.8 FT 2 = ZONE 2 3 = ZONE 3 PBR' ROOF PANEL ATTACHMENT DETAIL PBR' ROOF PANEL PROFILE VANESSA L. BANKS P.E. FLORIDA P.E.0 83970 500 VULCAN PARKWAY ADEL. GA 31620 j111111111111f/f///f' SR L. GENSF •iS yo. 83970 y _ o STATE OF ' 4 4 0 R LOP• c` ' i ,• SS-LESS3 "FSS ONAL, V,••''• ORIGINAL SIGNATURE REOUIRED REVISIONS DRAWING STATUS VULCAN STEEL STRUCTURES, INC DESIGN ENTERPRISES REV. DESCRIPTIOM DATE DTLR DATE CHKR APPD [ ] FINAL ERECTION PROJECT BRIO BUSINESS CENTER 41 FASTERNER DETAILS EX] FOR CONSTRUCTION ID 25781 DESIGN;VLB DRAFT- RDP CHECK- VB FOR APPROVAL PROJECT DATE, 12/13/18 SHEET 6 E ] OTHER, EXPLAIN ADDRESS I SANFORD, FL 32773 GRIP BRACE CABLE ASSEMBLY CAKE HARDWARE FACTDRY ATTACHED SYNETRICAL AT DDTH ENDS 2*rW 96,-0 OUT- I J a: -a' I I I 1' -z L I 0IF SOFFIT FRAMING SOFFIT FRAMING SOFFIT FRAMING PURLIN ]'-t M4 LAP ]-t 3/4't'-t ]/s• ]-t 3p' CANOPY ,'-, y LAP r-, y. SOFFIT ,•_, _ ROOF FRAMING PLAN CO— 1 EB-2 T 4 yJGJ A325 J/ V 5/8:: G 2 1/ 1/4" EB-3 4 A325 5/8 2 1/4" ES-4 8 A325 5/8" 2 1/4" E8-5 4 A325 5/8 2 1/4" E8-6 4 A325 5/8" 2 1/4" EB-2 W8X13 3'-4 7/8" EB-3 W10X12 1'-4" EB-4 W10X12 1'-4" EB-5 W8X13 5'-4" EB-7 WSX13 3'-4 1/2" P-1 8X25Z13 29'-5 1/2" P-2 8X25Z16 27'-3 1/2" P-3 8X25Z13 29'-5 1/2 P-4 8X25Z15 27'-7 1/2"" P-5 8X25Z16 25'-3 3/4" P-6 8X25Z16 25'-3 3/4" P-7 8X35Z13 27'-7 1/2" P-8 8X25Z16 25'-3 3/4" P-9 8X25Z16 25'-3 3/4 P-10 8X25Z13 24'-7 1/2" P-11 8X25Z13 23'-7 1/2" E-1 8E275D12 26'-3 1/2" E-2 8E275012 22'-11 1 E-3 8E275D12 26'-3 1 2" E-4 8E275D16 26'-3 1/2" E-5 8E275016 22'-11 1 E-6 8E275D16 26'-3 1 2" E-7 8X25Z16 27'-7 1/2- E-8 8X25Z16 25'-3 3/4 E-9 8X25Z16 25'-3 3/4" CB-1 0.25OC8L 30'-1' CB-2 0.312C8L 30'-6" CB-3 0.375C8L 30'-6" CB-4 0.5000BL 30'-1" VANESSA L. BANKS P.E. FLORIDA P.E.# 83970 500 VULCAN PARKWAY ADEL. GA 31620 Hglur,rrryrh r 1' SA r ENSF's': l _ No. 83 0 o STATE OF ORIGINAL SIGNATURE REQUIRED UNHWINU JIAIU-N VULCAN STEEL STRUCTURES, INC 1JLJIGN LN I LKF'KIJLJ I FINAL ERECTION PROJECT IBRIO BUSINESS CENTER #1 ROOF FRAMING XI FOR CONSTRUCTION ID 125781 DESIGN-VLH I DRAFT, RDP I CHECK: I FOR APPROVAL PROJECT ISANFORD, FL 32773 DATE:12/13/18 ISMEET 7 I OTHER, EXPLAIN ADDRESS TRIM TABLE ROOF PLAN 0101 MARK I LENGTH DETAIL 1 OAT 20 - 2 OAT 7" 2'— 96'-0' OUT —TO —OUT OF STEEL 5 _o- 3 HT 20'-3" 4 HT 15'-6" 2 3 4 5 HT 6'-10" 25'-0" 23'-0" 23'-0' 25'-0' 6 OAT 8'-7" 7 HT 6'-6" 0- 1• 8 OAT 6'-3" 9 VHSET 20'-3" 10 VHSET 7'-11" E 11 VHSCB 6" 12 RVRT 3'-8" TRIM-11 I I 13 VHSET 6'-3" I I I I W I I I I n 7 3 (A] C[A] C 7 I I I I I I la I I I I I A I I 8- Panel Start Panel Start o @DoLLELLLLLi1iLj VANESSA L. BANKS P.E. m FLORIOA P.E.# 83970 500 VULCAN PARKWAY ADEL, GA 31620 SSA L 883970 A] N0 A] A] T = STATE OF Q NOTE: ROOF SHEETING WILL BE CONTINUOUS FROM BUILDING TO FACIA ROOF SHEETING PLAN PANELS: 26 Go. PBR — Galvalume A] SOFFIT PANELS: 2e Go. ARTISAN L12 — BONE WHITE 01NAL' 180181411110,2 ORIGINAL SIGNATURE REQUIRED REVISIONS DRAWING STATUS VULCAN STEEL STRUCTURES, INC DESIGN ENTERPRISES REV. DESCRIPTIONi DATE DTLR DATE CHKR APPD [ ] FINAL ERECTION PROJECT BRIO BUSINESS CENTER q ROOF SHEETING XI FOR CONSTRUCTION ID 25781 DESIGN,VLH DRAFT- RDP CHECK- VB FOR APPROVAL I OTHER, EXPLAIN PROJECT DATE,12/13/18 SHEET 8SANFORD, FL 32773 ADDRESS 3'-0 V-0 1/2- cm 3'-0 1/2- 1 3'-0 1/2' 1 e- 8 1. ks 1 F 12 E8-I3 E FACIA FRONT FRAMING: LINE A 1' 1/2" I G- Kx Kx Ln i-11 EB xx FACIA RETURN FRAMING: LINE 2 1/2' p L- yy EBi xx FACIA RETURN FRAMING AM G. G. 1 x Go 1 8— 1 G_4ry LH s- EB E 1 1 EB-12 EBl 13 LINE 4 FACIA FRONT FRAMING: LINE A 22'-0' 2 .-0' e- C6 e- 7 -` e- e- Eel xx w 14 FACIA FRONT FRAMING: LINE A RFl-5 RF2-4 20'-7 13/16' RF3-4 WZ—• F 1 SIDEWALL FRAMING: FRAME LINE A GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST IN —PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2. ADDITIONAL GIRTS MAY BE PRESENT IN THE ENO OR CORNER BAYS OF THIS WALL LEVATION. THESE ARE REOUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON -UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. DE E I FINAL ERECTION EX] FOR CONSTRUCTION E ] FOR APPROVAL E I OTHER, EXPLAIN CO- L EB-13 7 4 f'1JLJ A325 J/ V" 5/8 EB-14 4 A325 5/8" WF-1 - WF-2 8 A325T 3/4" 2 1/2" WF-1 - RF2-4 8 A325T 5/8" 2 1/4" wC-t - RFi-A A A395T A" 7 1 /4" VULCAN STEEL STRUCTURES, INC SANFORD, FL 32773 wrr - i WF-2 wv i -.vuz W28082 20'-7 9/16" EB-4 W10X12 1'-4" EB-10 W8X13 9'-1 1/2" EB-12 W8X13 9'-1 1/2" EB-13 W8X13 9'-1 1/2 EB-14 W8X13 6'-1 1/2" EB-16 W8X13 9'-1 1/2" B-3 8X35c16 2'-5- 8-4 8X35c16 2'-5" B-5 8X35c16 2'-5 1/4" B-6 8X35c16 2'-5 1/4' E-1 8E275012 26'-3 1/2" E-2 8E275012 22'-11 1 E-3 8E2751)12 26'-3 1 2" G-4 C8x18.75 24'-11 1/2" G-5 C8x18.75 22'-11 1 2 G-19 8X25C16 28'-3 1 2" G-21 8X25Z12 23'-4 1/2" G-23 8X25C16 28'-3 1/2" G-25 8X25C16 23'-0" G-26 8X25C16 23'-0" G-27 8X25Z13 22'-4 1/2" G-28 8X25C16 23'-0" G-29 8X25C16 23'-0' G-31 8X25C16 28'-3 1/2" G-34 8X25C16 28'-3 1 2 G-40 8X25Z12 2'-4 1 2' CB-9 0.250CBL 15'-4" VANESSA L. BANKS P.E. FLORIDA P.E.a 83970 500 VULCAN PARKWAY ADEL. GA 31620 t`ttlNNluuuUbel,. s ; N. 83970 STATE OF ic/ OR%'0- s/0NAE ORIGINAL SIGNATURE REQUIRED DRAFT, SHEET 9 FACIA BACK SHEETING & TRIM: LINE A PANELS: 26 Ga. PBR - GaNalume in 0 In in in in in illill 11 I I I I L--------------- J FACIA BACK SHEETING & TRIM: LINE A PANELS: 26 Go. PBR - Golvolulne 1 I I I 1 I 1 v a of o e• u oa bl o• FACIA FRONT SHEETING & TRIM: LINE A PANELS: 26 Go. PBR - BROWNSTONE I• I II U FACIA BACK SHEETING & TRIM: LINE 2 PANELS: 26 Go. PBR - Gadalume II II U FACIA BACK SHEETING & TRIM: LINE 4 PANELS: 26 Go. PBR - GoWalume I I ' 1 1' m m p p FACIA RETURN SHEETING & TRIM: LINE 2 PANELS: 26 Go. PBR - BROWNSTONE h h h h h h h h h I I L— — — — — — — — — — — — — — — J FACIA BACK SHEETING & TRIM: LINE A PANELS: 26 Go. PBR - GaNclume 1 1 1 1 I 1 I 1 FACIA RETURN SHEETING & TRIM: LINE 4 FACIA FRONT SHEETING & TRIM: LINE A PANELS: 26 Go. PBR - BROWNSTONE PANELS: 26 Go. PBR - BROWNSTONE 40 is m is is is is 40 i0 40 is is is is b 6 FACIA FRONT SHEETING & TRIM: LINE A r------------- n2 PANELS: 26 Go. PBR - BROWNSTONE Q 0 po e- ano in in in in in in in in in ill ill in in in in in ill in in in in in in in in in in in in in in in L J OPEN FOR MATERIAL BY OTHERS L------------------------------------------------------ J SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. PBR - BROWNSTONE GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF IDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST IN —PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2. ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE —DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON —UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. C I FINAL ERECTION XI FOR CONSTRUCTION C I FOR APPROVAL C ] OTHER, EXPLAIN 2 OAT 8'-7" 3 CTR 9•— 5" TM29 4 CTR 9•-3" TM29 5 IC SCRAP 6 OAT 6'-3" 7 CTR 4'-1 " TM29 8 CTR 5'-8" TM29 9 DTR 20'— 3" 10 DTR 16'-3" 11 VHSET 20'-3" 12 VHSET 18'-11" 13 VHSCB 6" 14 GS03 1'-7" 15 HT 20'-3" 16 HT 6'-10" VULCAN STEEL STRUCTURES, INC ID 125781 PROJECT ISANFORD, FL 32773 ADDRESS VANESSA L. BANKS P.E. FLORIDA P.E.d 83970 500 VULCAN PARKWAY ADEL. GA 31620 014INNIIIIIIII/ IIf/', v S 0. 83970 970A' STATE OF : cz— I'7- ORIGINAL SIGNATURE REOUIREO DESIGN ENTERPRISES iIDEWALL FRAMING IESIGN: VLB I DRAFT: RDP I CHECK: VB n i co 96'-O' OW-TO-OUf OF STFEI 4 3 2 25'-0' 23'-0' 3'-0' 25'-0' 0 I 1 GIAPS N-1 N-1 N-1 N-1 I I II G I I G 1 I I J.® ,1 I 10 Ll mLI — - — — L — — — C Imo] — — — — — — —i — — — -ffj— — — — — RFl-1 Field RF2-1 F .d _ RF3_1 Field RF2-1 held _ RFl-1 I 3-1' I I 3-1 3-1' I I I 3-1 I. 10'-0' "I2'-2 2'-0 10'-0' „) 11'-0' I 11'-0' I 10'-0' ,'-0 2•-- 10'-0' GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST IN —PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2. ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON -UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. 1'—i ]T• 1'-1 3/4. SIDEWALL FRAMING: FRAME LINE E REVISIONS FINAL ERECTION EX] FOR CONSTRUCTION FOR APPROVAL OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC EB-8 W8X13 9'-1 1/2" EB-17 W8X13 9'-1 1/2" DJ-1 8X3506 6'-11 1/2" DJ-2 8X35c14 11'-4" OH-1 8X3506 10'-O" E-4 8E275D16 26'-3 1/2" E-5 8E275D16 22'-11 E-6 8E275D16 y2' 26'-3 1 2" G-6 8X25Z16 12'-8" G-7 8X25Z16 3'-4 112" G-8 8X25Z16 11'-10 G-9 8X25Z16 II'-10" 2 1 j1 3 C-5 4 et 5 e2 VANESSA L. BANKS P.E. FLORIDA P.E.# 83970 500 VULCAN PARKWAY 94e s ILD06A-ao. 83970 STATE OF a; f1111111111111, ?. IZ- ORIGINAL SIGNATURE REQUIRED DESIGN ENTERPRISES 1 ID 125781 1 DESIGN, VLB I DRAFT, RDP I CHECK, VB I SANFORD, FL 32773 TRIM TABLE FRAME LINE E 010 PART LENGTH DETAIL 1 D R 13 —3 TRIM-114 2 DTR 4'-3" TRIM-114 3 DTR 20'-3" TRIM_114 4 DTR 2'-3" TRIM_114 5 CTR 2'-3" TM29 6 CTR 10'-3" TM29 7 SET 10'-9" TM12 8 RVEG 20'-3" TM50 9 RVEG 16'-3" TM50 10 RVRE 6" TM40 11 RVCB 6" TM52 12 RVGE 6" 13 GS03 1'-7" 1 JCT 7'-1" 15 JTR 7'-4" TM31 16 JCT 3'-1" 17 HT 3'-7" TM33 18 JCT 10'-0" 19 JTR 10'-3" TM31 20 HT 10'-6" TM33 4 4 4 4 4 Gutter with 5 ispouts) i i i g e Q e O O SIDEWALL SHEETING & TRIM: FRAME LINE E PANELS: 26 Go. PBR — BROWNSTONE VANESSA L. BANKS P.E. FLORIDA P.E.# 83970 500 VULCAN PARKWAY ADEL. GA 31620 0"jiuuu$1N+ EN 0.83970 STATE OF 9•.'c OR OP ,. FsSGENERALNOTES: ONAL„`' 1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST IN —PLANE WIND FORCES. TEMPORARY BRACING ORIGINAL SIGNATURE REQUIRED SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL REVISIONS DRAWING STATUS VULCAN STEEL STRUCTURES, INC DESIGN ENTERPRISES ELEVATION. THESE ARE REQUIRED TO SATISFY CODE —DEFINED CORNER ZONE WIND PRESSURES REV. DESCRIPTION, C FINAL ERECTIONDATEDTLRDATECHKRAPPD ] PROJECT BRIO BUSINESS CENTER tl SIDEVALL FRAMING IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT Cx3 FOR CONSTRUCTION ID 25781 DESIGN VLH I DRAFT, RDP CHECK VB INCLUDED FOR THE FULL LENGTH OF THE WALL. NON —UNIFORM GIRT SPACING OR RESULTING C I FOR APPROVALPIE PROJECT I SANFORD, FL 32773 DATE, 12/13/10 SHEET 12 APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. I C I OTHER, EXPLAIN ADDRESS Q 9/16- 1 11 11 fl fl JILy' 11 A fl .. 11 - •I Ed-8 E9-9 E9-9 L ILU-9 EBI10 Ed 11 FACIA FRONT FRAMING: LINE 1 FIELO SLOT GIRTS FOR CABLE (TYP.) MAX SLOT SIZE 2-X4" (DO NOT CUT 75'-O' OUT -TO -OUT OF STEEL FLANGES) 5 -4" r— — — — — — — — — — — — — — — — — — — — — — — — — — — -- =` — — — — — — — — — — — — — — — — — — — — — — — — — — — A - I I I — — — -5 1 E9-1 1 o-, ___-------------- I- J li I lI i LLL--- I V I I I GENERAL NOTES: IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HASUNDETERMINEDTHATDIAPHRAGMPANELACTIONOROUARTER—PANEL BRACING IS SUFFICIENT TO RESIST IN —PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON -UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. ENDWALL FRAMING: FRAME LINE 1 REVISIONS E I FINAL ERECTION EX] FOR CONSTRUCTION E I FOR APPROVAL E I OTHER, EXPLAIN EB-8 EB-9 VULCAN STEEL STRUCTURES, INC PROJECT SANFORD, FL 32773 ADDRESS 4 A325 8 A325 EB-5 W8X13 5'-4" - EB-8 W8X13 9'-1 1/2: EB-9 W8X13 9'-1 1/2 EB-10 W8X13 9'-1 1/2" EB-11 8X4CH16 9'-1" EB-12 W8X13 9'-1 1/2" EC-1 W8541 10'-1 15//16" EC-2 W8541 11'-8 3/16" EC-3 W8541 12'-2 1/16" B-1 8X35c16 3'-11 1 4" B-2 8X35c16 3'-11 1/4" G-1 C8x11.5 18'-8 1/2" G-2 C8x11.5 18'-8 1/2: G-3 C8x13.75 18'-0 1/2 G-11 8X25C16 18'-5" G-12 8X25C16 18-1 1/2" G-13 8X25C16 24'-3" G-14 8X25Z13 17'-5 1/2: G-15 8X25Z13 18'-1 1/2" G-16 8X25Z14 17'-5 1/2 G-17 8X25C 16 18'-5" G-18 8X25C16 24'-3" G-39 8X25Z13 5'-8 1/4" CB-6 0.25OCBL 13'-1" 2 1 r3 VANESSA L. BANKS P.E. FLORIDA P.E.N 83970 500 VULCAN PARKWAY ADEL. GA 31620 p1ti1H1111U "t , S A L. cl 83970 1ik ' it a STATE OF ' O R FSS/O N Al tt,` ,/ I /Xjlotsnn11110I1 (-1 VIt SIGN ENTERPRISES I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I FACIA BACK SHEETING & TRIM: LINE 1 PANELS: 26 Go. PBR - GaNclume i T i i i i i i i i i i i i i i i i i i i ir — i— 1 i or of as 0 of 0 0 of a 0 0 or 0 m rz FACIA FRONT SHEETING & TRIM: LINE 1 PANELS: 26 Go. PBR - BROWNSTONE r Q 9/16" 7 12 GENERAL NOTES: 11. IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS BEN DETERMINED THAT DIAPHRAGM PANEL ACTION OR OUARTER—PANEL BRACING IS SUFFICIENT TO RESIST IN —PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REOUIRED TO SATISFY CODE —DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE. THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON —UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Go. PBR - BROWNSTONE REVISIONS C J FINAL ERECTION CX] FOR CONSTRUCTION C J FOR APPROVAL C ] OTHER, EXPLAIN 2 OAT 7" 3 CTR 9'-5" TM29 4 CTR 7'-6" TM29 5 CTR 4'—l" TM29 6 CTR 2'-3" TM29 7 CTR 5'-8" TM29 8 CTR 10'-3" TM29 9 DTR 20'-3" 10 DTR 15'-3" 11 PTO 5'-3" TRIM-193 12 HT 20'-3" IIII 13 HT 15'-6" VULCAN STEEL STRUCTURES, INC VANESSA L. BANKS P.E. FLORIDA P.E.# 83970 500 VULCAN PARKWAY ADEL. GA 31620 t;tq urJrl7rrr:r000, A P,, \BENS. !, ,= V / v No. 83970 STATE OF F4 OR%OP SSl0NAL Z ORIGINAL SIGNATURE REOUIRED DESIGN ENTERPRISES 11) 125781 1 DESIGN- VLB I DRAFT- RDP I CHECK- VB PROJECT ISANFORD, FL 32773 DATE, 12/13/18 1 SHEET 14 V-4 El 17'-7' 16'-9' 16'-9" 17'-7' - 41 1 — 1 - 15 1-14 - I B- I i, ZC-17 8_ a---- e f 5 FAI 1 R FE1=9II E4 9 E 9 EBI 1 p FACIA FRONT FRAMING: LINE 5 5'-4- Y 75'-0" OUF-TO-OUf OF STEEL e — — — — — — — — — — — — — - vv%— — — — — — — — — — — — — —Ap-r — — — — — — — — — — Eg 1 M-- Z=_—_ _-- L_ — —— ENDWALL FRAMING: FRAME LINE 5 GENERAL NOTES: I.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER —PANEL BRACING IS SUFFICIENT TO RESIST IN —PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE —DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE. THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON —UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. EB-16 EB-9 4 r 9/16'%. I o I II o II I E ] FINAL ERECTION EXI FOR CONSTRUCTION C ] FOR APPROVAL C I OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC PROJECT BRIO BUSINESS CENTEI ID 125781 PROJECT ISANFORD, FL 32773 8 A325 8 A325 CO—; EB-5 P10n1J W8X13 J—Y /AID 5'-4" EB-9 W8X13 9'-1 1/2" EB-13 W8X13 9•-1 1/2 EB-15 8X4CH16 9'-1" EB-16 W8X13 9'-1 1/2" EB-17 W8X13 9'-1 1/2" EC-4 W8541 12'-2 13/16" EC-5 W8541 11'-8 3 16" EC-6 W8541 10'-1 15/ B-1 SX35c16 3'-11 1 4" B-2 8X3506 3'-11 1/4" G-1 C8x11.5 18'-8 1/2" G-2 C801.5 18'-8 1/2" G-3 C8x 13.75 18'-0 1/2 G-12 8X25C16 18'-1 1/2" G-14 8X25Z13 17'-5 1/2" G-15 8X25Z13 18'-1 1/2" G-16 8X25Z14 17'-5 1/2 G-35 8X25C16 24'-3' G-36 8X25C16 18'-5" G-37 8X25C16 24'-3" G-38 8X25C16 18'-5" G-41 8X25Z14 5'-8 1/4" CB-6 0.25OCBL 13'-1" CB-7 0.25OCBL 13•-4" 2 1 r3 VANESSA L. BANKS P.E. FLORIDA P.E.0 83970 500 VULCAN PARKWAY ADEL. GA 31620 V o. 83970 STATE OF 6FSS1ONA1- 11814144 gill" o`',, .4 ORIGINAL SIGNATURE REQUIRED DESIGN ENTERPRISES L-------------------------------------------------------------- I LTJ Panel Sto/t FACIA BACK SHEETING & TRIM: LINE 5 PANELS: 26 Go. PBR - Gowalume 010 PART LENGTH 1 OAT 20 —3 2 OAT 7" 3 CTR 9'-5" 4 CTR 4'-1" 5 CTR 7'-6" s 6 CTR 5'-8" 7 CTR 2'-3" 8 CTR 10'-3" 9 DTR 20'-3" 1 DTR 15'-3" 1 PTO 5'-3" 12 HT 20'-3" 1 HT 15'—A" 1 m.. 1 1 J 1 of 1 of 1 of 1 of I of I of 1 of 1 of 1 of I of I cl 1 bl I cl 1 bl 1 bl I bl 1 cl 1 cl 1 cl I a 1 ul 1 a. a, I — bl oli 0 4 FACIA FRONT SHEETING & TRIM: LINE 5 PANELS: 26 Q. PBR - BROWNSTONE Q-------------- T-------------- 1 e h N G O of • • ill iA 1 I I 1 /j I 1 m m io r r1 - G N N N N N N 1 ENDWALL SHEETING & TRIM: FRAME LINE 5 PANELS: 26 Go. PBR - BROWNSTONE GENERAL NOTES: 1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER —PANEL BRACING IS SUFFICIENT TO RESIST IN —PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. 2 ) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL LEVATION. THESE ARE REQUIRED TO SATISFY CODE —DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON —UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. C ] FINAL ERECTION X] FOR CONSTRUCTION C ] FOR APPROVAL C I OTHER, EXPLAIN 9/16'lb, 12 VULCAN STEEL STRUCTURES, INC PROJECT ISANFORD, FL 32773 ADDRESS TM29 TM29 TM29 TM29 TM29 TM29 TRIM-193 VANESSA L. BANKS P.E. FLORIDA P.E.# 83970 500 VULCAN PARKWAY ADEL. GA 31620 1, 11111111off 1111 q . LGENE' No. 83970 o STATE OF S/ONAI. E ,. 7' n/ 1111111111111111111 ORIGINAL SIGNATURE REQUIRED IESIGN ENTERPRISES