Loading...
HomeMy WebLinkAbout611 Trestle Pt 18-871 NEW BUILDING- ELECTRICALCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 DATE: March 01, 2018 / I BUILDING APPLICATION #: 18-10000183 BUILDING PERMIT NUMBER: 18-10000183 UNIT ADDRESS: TRESTLE PT 611 21-19-30=5SW-0000--0120 TRAFFIC ZONE:022 JURISDICTION': SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK; PLAT BOOK PAGE: BLOCK: LOT: OWNER. NAME: ADDRESS: APPLICANT NAME: D L FOX PROPERTIES LP ADDRESS: 1740 SE 18TH ST #901 OCALA FL 34471 LAND USE: WAREHOUSE/OFFICE TYPEUSE. WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: NEW WAREHOUSE & OFFICE I BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS'- ARTERIALS CO -WIDE ORD Office < 100K Square Feet 1,545.00 :228 1000gsft 352.26 ROADS -COLLECTORS CO -WIDE ORD Office < 100K Square Feet .00 .000 1000gsft ROADS - ARTERIALS' CO -WIDE ORD 00 Warehousingg* 358.00 7.737 1000gsft 2,769.84 ROADS -COLLECTORS CO -WIDE ORD Warehousing* . 00 .000 1000gsft 00 FIRE RESCUE N/A. LIBRARY N/A 00 SCHOOLS N/A 00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 3,122.110 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45' CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE RE UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIESOFRULESOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED, FROM THE BUSI,NESS OFFICE: 11.01 EAST FIRST STREET, SANFORD. FL,, 32.771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE OF Sj NFORD FIRE DEPARTMENT 2 l Z Job Address: 1 `rQ1291—LC F011VJ`- Historic District: Yes Nog Building & Fire Prevention Division PERMIT APPLICATION Application No: IF-gq/7 Parcel ID: Type of Work: NewFNj Addition W Documented Construction Value: $ 0 f, C)o U 11 Residential Commercial Alteration Repair Demo Change of Use Move Description of Work: 4r—W &x-L.P 14G 7 q00 44DO+OMP S Era v / G..12 Plan Review Contact Person: t Title: Phone: Name Street: City, State Zip: Fax: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name a7Anl PA MOW SONES Phone: -fo--7 q 6.S Street: 20.1 LE.SL-J E L.1Can/F— Fax: City, State Zip: L 4CKC M90'y F(_ 34746, State License No.: EQt 30 13695. Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code Revised: January 1, 2018 Pemut Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may t1te 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 constriction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Vali at n Fable ifi.gW ct:_.at jhe`time ;t1ie 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. r- OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in kbmpliauce with all applicable lfaws=regulatin"con9rNti'gn an&Z6ing. Signature of owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent'is Pers6na,4 Known to Me or Produced ID Type of ID Print Contractor/Agent's Name 3 Off• / . Signature of Notary -State Qf,°= a DEBBIE SCAN?ON I MY Cv"AMiSSiCN r rF 17_= 43 EXPIRES: Februar2e;,7— Contracto 2019 Bonded Thru Nota ;publirv.nters 5 r/ Agent is '<... PeiS64y Known -to Me or Produced II)= Type of ID, BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: 1 1 Revised: January 1, 2018 Permit Application 5&1 Electrical, Inc. 107 Leslie Lane Ike Mary, FL 32746 Name/Address Wood Knot Construction 1191 Stanley Street Longwood, FL 32750 Date Estimate No. Project 12/14/17 271 Estimate Item Description Quantity Cost Total 16 Electrical & PROPOSAL FOR LOT 10 611 TRESTLE POINT. 24,000.00 24,000.00 Lighting Price Includes: 1. (1) -200amp service. 2. (1) 200amp panel. 3. (1) 2.1/2' conduit for future. 4. (21) LED Highbay light fixtures. 5. (18) LED 2x4 layin fixtures 6.(2) Exit/Emergency lights. 7. (1) LED can light. 8. (1) Lighting controls. 9. (lot) Receptacles as shown on plans 10. (1) Conduit and wire for AHU/CU. 11. (4) Condiut stub up for Data. 12. (2) 3" Conduit and wire secondary feeds. Total $24,OOo.00 r CITY O ORD y Building & Fire Prevention Division PERMIT APPLICATION FIRE DEf'Ai7I4fiN`i' Application No: 18-871 Documented Construction Value:-S 8,450.00 Job Address: 611 Trestle Point, Sanford, FL Historic District: Yes No ParcelIM ResidentialF CommercialWl Type of Work: New Addition® Alteration Repair Demo Change of Use[] Move[] Description of Work: (1) 4 TON 7.5 kw, (1) Fiberglass - Flex Ducting System, (15) Commercial Grills, (2) Exhaust Fans wl Vent Condensor Pad, Cage Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name 'P&D Air, Inc Phone 407-485-9300 Street: 1115 S Crystal Lake Dr Fax: 407-641-8774 City, State Zip: Orlando, 'FL 32806 State License No. CAC013021 Architect/Engineer information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT I1V 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 corm-nenced 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 Revised: January 1, 2018 Pennit Application NOTICE: In addition to the requirements of this pert -nit, there may be additional restrictions applicable to this property that may be found iir the public records of this county, and there may be additional, permits required from other governmentalentitiessuch 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 regulatin nstruction and zoning. VA5/ 22/2018 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Pr C ntractor/Age's Name Signature of Notary -State of Florida Date tuneW. late o Date 6eA. WIllis at= COMMISSION lfF917897 EXPIRES: Ociober S,.2619 WWW. AARONNUTARY.COM Owner/ Agent is PersonallyKnown to Me or Contractor/Agertt is Personally Known to Me or Produced ID Type of`ID Produced 1D Type of I-D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gigs 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 APPROVALS: ZONING; ENGINEERING: COMMENTS: of Pleads Fire Alarm Permit Yes No UTILITIES: WASTE WATER: FIRE BUILDING: Revised: January 1, 2018 Permit Application 12-8-2017 oa )S Q'I J . All Bids & Quotes Expire 30 Days from date on proposal. 1 1 15 S. Crystal Lake Dr. • Orlando, FL 32806 • Office 407-485-9300 • Fax 407-641-8774 • pdairinc@gmail.com • pdairinc@aol.com PF"jS(Z f,`Ej!7VFLLB;, FEB 14 2018 all CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: 611 —in. s L I e Pn,,,4 Historic District: Yes No Parcel ID: 30,SSW-00 0-- (DI ZQ Residential Commercial'g Type of Work: New Addition Alteration Repair Demo R Change of Use Move Description of Work: Nevi `-79 65- SF M e-k L R,, J4 I/U ;Nr j D) 1_9 P W F9 I ,s D Plan Review Contact Person: 0-4-4`e!q I dP -LOP11ISTitle: P M Phone: 40? -ZIZ^5321 Fax: Email: qclobcj , ca" Property Owner Information Name DL tro7C Prop, —As—. I-P Phone: Street: ) -7qO GE 18 — sf-. Resident of property? : 1'J o City, State Zip: QC q LFL iY-7 Contractor Information Name wood KAJA Coo s+"-4%u" Co, LLC Phone: y07 -ZIZ- S'32 I Street: Fax: City, State Zip: FL 3 2.7 S-'o State License No.: CSC I Z 5-q q 8 Z Architect/ Engineer Information Name: f;C_ A/-0/'1 Catisvl .,is T e. Phone: I"7-Z6Z-g17G Street: 31-Z Fkpsl A./e Fax: lu7 - ZG-Z - 91 J7o City, St, Zip: Lim,-,.4e FL 31-761 E-mail: i c1cr? yya)Js a p,.,x1rq.,9,%c» Bonding Company: woNQ Mortgage Lender: No us; Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code 13 3°O i2, rS Revised: June 30, 2015 / Permit Application 3o as F" / NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I At; -:-;' 7 gSignatureofOwner/ gen Date Print Owner/Agent's Name Z V7 Signature of C cto Age Date F &-10'1-,1 SS Print Contractor/Agen 's Name Sign N ERYIIINSJK ate Signature of Notary -State of Florida Date ter MY COMMISSION # GG' HELENK.ALLEPI°;ra EXPIRES: October 24Notmy Pubgo - State of Flo fdaFdBonder) ThruNotaryPublicuMyComm. Expires Jtara 8, i02i1 Mop,,,. C mrrdsWw I EE 108100 Owner/ Agent is to Me or Contractor/Agent is ersonall K to Me or Produced- lD Type of ID Produced ID Type o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: %,B Occupancy Use: eUf%Flood Zone: Total Sq Ft of Bldg: 7 Min- Occupancy Load: 3 # of Stories: Dk)6- New Construction: Electric - # of Amps / oy Plumbing - # of Fixtures % Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: -• G - /8' COMMENTS: qllu Revised: June 30, 2015 Permit Application 1; a L 1 = I 1 .71 1191 Stanley Street Longwood, FL 32750 407-831-6933 phone greg. edebohls@gmail.com CBC 1254482 Mr, -.,,Dan Fox: 3866 Caboose.Pl: , Sanford, FL 32771 RE: Lots ° 12 Rand., Yazd Commercial Center T,965:'SF Meta[ Bld vvl Office Proposal' (Revised to - el mi iate ` EIFS on ' 116' of ' North Overhead doorway side) The :following --price'is =based on drawings` by JH'RConsultants` TS A=1 CC2h-2dae11 1S,A2AMechMCE, =C 3; LS and Irrigation plans; dated , 4 20-1'7 as emailed, by Jack: `Reynolds with .the following scope: A:.,., No Govemm. ental Fees included in thi9'proposal B :; Includedfinal ;as, built. survey as required, by:City'of Sanford: Also included compaction testing of.footings; ,floorand= parking lot.";. C: Included an allowance of $5,000 for'needed fill dirt, .compaction of,fill and removal of unsuitable material if needed.' D Landscaping as. shownaon LS drawing E: Parking lot striping and appropriate'sgnag'e included: F: Supply. .'and .,. Erect a pre-engineered metal, building,, ,as shown-,F on drawings with needed engineering to -meet 1,39 MPH, w nd loads. 1IVletal Walls on rear end wall : are'.:,to ' be 26_, ga.. PBR panels with standard factory applied finish for a 20 yr. warranty. Other wall panels will be reverse P_ anel ' PBR panels in galvalume frnsh4 that will be ready to 9 y. , acre t insulat' in , s st `f 7 p ion board = for EIFS f Wish e`m. "Roof is to 26'ga. galvalume-,screw down: Front Eave height is 17'-6'' to 20'-0" at rear. el" _41 Page 2 February 14, 2018 G: Aluminum storefront door and fixed single pane windows to match sizes as shown on drawing. H: Insulation is 3" R10 for roof and metal facade wall portion (no insulation at CMU walls included). At office area to have double insulation for a R30 just in this area- so as to not put insulation atop drop ceiling. I: Included 13 total 4" bollards as called out on plans (8 total for two overhead doors, remaining 4 at front corner of building at driveway). Included Bollards as needed for single dumpster pad as needed. J: Concrete Pave / Pad - 5" Concrete floor with required footings. 5" concrete driveway° area„ on driveway to dumpster pad. Balance. of Parking area figured 1 1/2" S-3.R-asphalt mix with 6";base material., K: CMU Block -. All sides will install regular faced concrete block going up 8'-0". 6' high dumpster pad enclosure to be regular block with direct applied finish system in, color ,to match building.. In lieu, of exposed regular block,at 115'- of North elevation: to change to Split. Faced add. S1.902 (This amount: is: not included in price below). L: EIFS Finish- Included an EIFS finishing system on Front (included putting EIFS for 20' .from corner at office ..corner balance, of this side is regular faced block like East elevation) , Rear and Right End Wall to make to look like Boss Laser Tilt up` building. Included all needed insulation board and. flashing to, transition panels °between 'CMU and metal panels. Also to have high impact mesh to 4' aff at all locations EIFS system is constructed. M: Doors and Hardware- 2 welded metal door, frames with flush metal doors with commercial quality hardware with deadbolt' for all exterior doors. For interior doorways included KD hollow metal :door frames .with 1 3/4" pre -finished stained birch doors (Steel Flush Door atoffice entry door from - warehouse with ,Deadbolt too) -and 'r :commercial quality hardware. Sizes., are to :be as. shown: drawing. Included ,2,,,- 12 x .14' overhead doors, to be in choice of standard, colors: N: ,Sheetrock / Framing- walls between warehouse and office are to be framed up to roof .deck (approx. 20' minus). Wallswill have insulation up to deck. and insulation will be eliminated atop drop,ceiling due to R30 insulation at roof deck. Page 3 February 14, 2018 O: Painting- Included an allowance of $7,920 for painting work. Figured Painting all office walls, wood base trim, exterior warehouse/office wall, steel door frames, and bollards. Did not include painting exterior rear end wall as it was assumed to be kept in gray natural finish. P: Misc. Office- Included a $4,100 allowance for floor coverings. Included wooden base molding similar to what is installed at Lot #4/5. Office and Bathroom ceilings are to be a 2 x 2 acoustical ceiling grid with a 2 x 2 revealed edge white ceiling tile. Reception room will have grid at 14' AFF with remaining office areas to be at 9'-8" aff. Bathroom Accessories (grab bars, paper dispenser, soap dispenser, mirror) same as provided at Lot #4/5 building for two bathrooms. Q: Cabinetry - Included simple custom built laminate cabinetry (base and wall cabinets) in a standard color for Breakroom. Included granite counter for breakroom and reception pass through counter. Did not include hot water heater for breakroom nor included a refrigerator. R: Exterior Facade - Included pricing to fabricate Aluminum Awnings and Aluminum corrugated paneling similar to Boss Laser. S: Plumbing- Included connection to water with back flow device and bring into building. All needed fixtures for 2 bathrooms and breakroom as per architectural drawings. Included a 130 If +/- trunk line for future tap into sewer, to go down center of building or thereabouts. T: HVAC- Includes a 4 ton with 7.5kw reheat coil 14 seer straight cool a/c unit with fiberglass ducted (supply and return) to each office area as called out on plans. Included an exhaust fan in each bathroom. Included a cage for exterior compressor unit. U: Electrical- Included a 200 amp service as called on plans. Included 2 - 2" conduits to property line for future data/ telephone and an additional conduit (2 1/2") for future electrical service expansion. Receptacles as shown on plan, 21 high bay LED lights for warehouse, 18 lay -in LED light fixtures for office, 3 exterior LED wall packs. All Lights to be LED type fixtures. Site Cost: $79,525 Building Cost: $411,467 Total Cost of the Above: $490,992 Above includes allowance items: 1- Fill and Compaction : $5,000 2- Painting: $7,920 3- Carpet & Flr. Coverings: $4,100 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 7 %l, y6 % Job Address: 61 in - stile Pen.,4 Historic District: Yes No Parcel ID: Residential Commercial Type of Work: NewRf Addition Alteration Repair Demo Change of Use Move Description of Work: W e w '-lq 65- SP - M e-- l P j) )4 I/t11 W/ 0 Fi; %c'-5 r"1rar:.,r=nn UJ v ( Plan Review Contact Person: rt`e 9 2= dp LL IS Title: t Phone: LIO?-ZiZ-5-32I Fax: /' Email: Property Owner Information Name _ bL F:bK PraDg.-_ ,OC & LP Street: 1 7Lio GE 18 41, 3f-. City, State Zip: QC ,% FL 307 Phone: 352 , 6 Z O -- Zc)J cam/ Resident of property? : Contractor Information t'j0 Name -wood Kljc) • Cov, s+rvrAw n C.o,, LLC Phone: q07 -Z1 Z- S732 1 Street: 1191 S+w - P v 5+- • Fax: City, State Zip: t-rn-t woo FL 3 27 So State License No.: C$C Z 6—qq S 7 Architect/Engineer Information Name: PC v_w r., Z70RU.,is A : Ac, Phone: 71- Z62-- q 176 Street: 312 FvrP A Nv e Fax: Iu? - ZG-Z - q 17 0 City, St, Zip: A-L1,'*1w4e Spn hgs , FL 32-701 E-mail: r-P yvaNs e /sco," Bonding Company: ),I oN R Mortgage Lender: No uo, Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/ A gen Date Print Owner/Agent's Name 7 Signature of C cto Age Date Y rt. .Ac1 orl ss Print Contractor/Agen 's Name Sign rP N ER}NINSK ate Signature of Notary -State of Florida Date MY COMMISSION # C 154309 HELEN K ALLEN F± EXPIRES; October 24, 2021 t% w w Notary Public -State of Ftodda ' pc Bonded Thru Notary Public under**ers V. MY Comm. Exp4rea Jtme 8, 2020 0.0 :iOrr mInIon 4 EE t89100 Owner/Agent is 9 alv to Me or Contractor/Agent is erscnall to Me or Produced ID Type of ID Produced ID Type o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: t L 2 ZZ UTILITIES: ENGINEERING: ?A —IL(- Z -7- Z-16 FIRE: COMMENTS: WASTE WATER: BUILDING: 3 — % — 4 Revised: June 30, 2015 Permit Application 4 FEB 14 Zola CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ '7ri, y67 Job Address: 6-1 I r- s _ Ile P01,14 Historic District: Yes No Parcel ID: `Z.I 113 30, SSW -- Ocvo --- C31 Z c3 Residential Commercials Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: crew '-7g6S- 5P Me4,., L g i 4l/w ,IJ/ cy Fair>'S Plan Review Contact Person: Ff_e Q -:dp 61, is Title: g I'A '00 d Phone: Flo?-Z12^5'321 Fax: Email: Property Owner Information Name bL F:bK P.--oi),-Ai-c L.P Street: 1 '7`"%O 9F 19 31 Sf% City, State Zip: OC -% Lo, , FL 3YI 7 / Phone: 3.52 - 6 2 v — ;CGC) ty Resident of property? : J o Contractor Information Name Wood Kujo+ Co, LLB Phone: H07 -Z1 Z- S732 1 Street: 1191 S+, IQ v S -- City, State Zip: i-c-o w© dl 0 FL 3 -47 So Fax: 1___ 1' State License No.: CPC Z q q 8 2 Architect/Engineer Information Name: f;C'_ F,,,J e ZZ-14RU"-,h A;rnc. Phone: '"'l- ZE2- c?1-76 Street: 312 Nv e Fax: '1u7 - ZG-Z - q 17 o City, St, Zip: kL1"-,,,.4e Sa„$„QS, FL 32-761 E-mail: om-k- re ym-)Js e Bonding Company: kI o N q Mortgage Lender: No up Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 7 I"CA11-7 Signature of Owner/ gen 'Dat,f Signature of C cto Age Date Print Owner/Agent's Name Print Contractor/Agen 's Name c oi-c . Y1 .Q Q.of -G - l 7 Sign N LtRWINSK ate Signature of Notary -State of Florida Date W COMMISSION # GG 154309 HELEN K. ALLEN E q a•ro EXPIRES: October 24, 2021 w'I Notary PubUo - State of Florida ' Bonded Thtu Notary Pubric Underwriters . ,, w aAMy Comm. Exores June 8, 2020 w, .. Conwrdulon # EE 188100 Owner/ Agent is to Me or Contractor/Agent is ersonall to Me or Produced ID Type of ID Produced ID Type o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application r 4 FEB t ifQ13 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: 611 t 6- S-kIe Pvr.14 Historic District: Yes No Parcel ID: Z j (q 30, 5 S W - oc0 --- ©l Z Q Residential Coinmercialg Type of Work: New19 Addition Alteration Repair Demo Change of Use Move Description of Work: New 'i9 65' SP m " L 8 j 4 t;N iN/ o FF'x Plan Review Contact Person: f`e cap L, 1'1 IS Title: 1? Phone: Flo?-ZiZ-'321 Fax: Email: q Nq s `c P6l l s g q eta i I„ ,c0+-1 Property Owner Information Name bL Fo;( PCQPAtQs L P Phone: 352 - 6 -z v - Zc.)C) Street: 1 '7yo S€ 19 4A $ ', Resident of property? : 1J o City, State Zip: QC n Lo% , FL 307 1 Contractor Information Name wood K%jo+ Co, LLC Street: 119 I S-iw -, v 5 - City, State Zip: L-oi-, wo d 0 FL 3 2.7 So Phone: H07 -Z1 Z- 532 I Fax: State License No.: GP.,C Z 5-qy 8 7 lJ Architect/ Engineer Information Name: PC'_I Z7l# RC.-.s,, lt,tii ;rAe. Phone: `l`_7 - Z62•-- cf 17 G Street: 3 i 2 Rvra s4 Nv e Fax: Llu7 - ZG Z -917 o City, St, Zip: hrL111t1-'.4e Spn".,Qs , FL o1clC 3Z761E-mail: ITt+rAP ys aBondingCompany: IONR Mortgage Lender: Nov(, Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR il 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: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this -property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 2 q/7 I -- , Z,, Signature of Owner/ gen Date Signature of C cto Age Date CV\2,C-,I ,;1-, T. _AC- 1SS Print Owner/Agent's Name Print Contractor/Agen 's Name Sign ate Signature of Notary -State of Florida Date N 2ERMNSK bAY COMMISSION # GG 154309 HELEN K. ALLEN E o EXPIRES: October 24, 2021 Notary Public State of Florida Qc k. My Comm. Expires June 8, 2020RPMBondedThrUNotaryPUtIGCUnde:wntef$ Commiwlon 0 EE t88100 Owner/Agent is to Me or Contractor/Agent is ersonall K to Me or Produced ID Type of ID Produced ID Type o 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: - Z 4/ It BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 711, y67 Job Address: G 1 7- S e pv1.14 Historic District: Yes No Parcel ID: 117 30, 6 SW --- OCi )D --- 01 Z 0 Residential Commercials Type of Work: NewK Addition Alteration Repair Demo Change of Use Move Description of Work: New ' 79 65- SF M e4.-, L 8;: 4 l„t, W/ o FVtc o Plan Review Contact Person: Crt_e 1 IS Title: Phone: Fax: N Email: q rPq . e4P6.W s g Property Owner Information Name bL Fo-K P.0159.+11-s L P Street: '7 q O SE 19 41, S '• City, State Zip: PC ,% Lo , FL 3Yy7 / Phone: -352 - 6 Z 0 -- ZC)C) y Resident of property? : J C) Contractor Information Name wo©d KVo-" eo, LLC, Phone: 107 -Z1 Z- S732 1 Street: l l 9 I Siw Ip v S - City, State Zip: I-o-, i w©d 0 Fl-- 3 27 5-0 Fax: State License No.: CgC Z -q y 8 7 Architect/Engineer Information Name: P?C- Z714R s„ l .,f, , $Ac. Phone: L1"•7 - 262 - q 17 6 Street: 3 i 2 Fz>r'p s A.,, (2 Fax: qu7 - 7_62. - q 17 0 City, St, Zip: A-L-6-,...,4e Spnitiq s , FL 32-761 E-mail: CIC-k. r-P yv0)4S a e",/ -4/-!? +9,/ICos" Bonding Company: b!0 N Q Mortgage Lender: No uv, Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/ gen Date Print Owner/Agent's Name E,v, 7 Signature of C cto Age Date Cb, Y• S -l- , :11-) Y . . h S S Print Contractor/Agen 's Name l )A.n Q-011", Sign N ERIIVINSK ate Signature of Notary -State of Florida Date MY COMMISSION # GG 154309 V%g=/40 HELEN K. ALLE#IEXPIRES: October 24, 2021 Notary Public - State of Florida My Comm. Expires June 8, 2020FOP.... Bonded Thru Notary Public UndetM?Iiers Comrranlon N EE 188100 Owner/Agent is to Me or Contractor/Agent is Ceo nall K to Me or Produced ID Type of ID Produced ID Typ 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Fire Alarm Permit: Yes No O /f/9 WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: ` PERMIT NUMBER: / Ar BUSINESS/PROJECT N ME:' ADDRESS: CONTACT NAMI, PHONE: "1 PLAN REVIEW INFORMATION O TRUCTION [ ]C/O [ ] FIRE ALARM )[ IRRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK AES.(l 44R TOTAL FEES: I RIM 11M 11 4111 11111111111111111811 THIS INSTRUMENT PREPARED BY: Name: Gregory Edebohls Address: 1191 Stanley Street Longwood. FL 32750 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: 18 9-7 1 Parcel ID Number: 21-19-30-5SW 0000-0120 The undersigned hereby gives notice that improvement will be made to certain real property, and in accor d'aritre_wtth Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)C4N'- r` 1\ ; `' r t FL 32771 GENERAL DESCRIPTION OF IMPROVEMENT: New 7,965 SF Metal Building with Offices OWNER INFORMATION: Name: DL Fox Properties, LP Address: 1740 SE 18th Street, Ocala FL 34471 Fee Simple Title Holder (if other than owner) CONTRACTOR: Name: Wood Knot Construction Company, LLC Address: 1191 Stanley Street, Longwood FL 32750 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Addre: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. of To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) 9-15-18 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to thebestof my knowledge and belief. / L li s, ' 1 CTA er' s Signature Owner's Printed Name Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of Y I County of'" The forgoiinyg instrume was acknowledged before me this day of -1 DtAA , 20 by + , Who is personally known to mei--L+— Name of person making statement OR who has produced identification type of identification produced: ANNE CZERWINSK MY COMMISSION # GG 15M 1. EXPIRES: October 24, 2021 1 Bonded Tluu Notary Public Ut*mite 4. Revision Response to Comments Permit # Submittal Date Project Address: Contact: Ph: 7 v' 1 - Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Fax: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov General description of revision: 44 a ROUTING INFORMATION Engineering Fire Prevention Q- Building .3 — (m— X Approvals s OFMCEPERMIT City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # / V 8` % / Project Location Address 11 'Ti=Q stle As required by Florida Statute 553.842 and Florida Administrative Code 9N-3; please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are. applying for a building permit. We recommend that you contactyourlocal product supplier should you -not know the product approval. number for any of the applicable listed, products.. Be aware that windows, skylights, and exterior doors must.be tested -in, accordance with, the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at, www.floridabuildingrorg. The following, information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/ Subcategory Manufacturer Product , Description- Florida Approval # include decimal 1. Exterior Doors Swinging IA vwQ P L I 17-1 IR ->s; Sliding Sectional Roll - Up 00A S=L,?6 Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed K004" j .,r . Ti- 41I0 4616 A1%b0%. AwningPass Throu h ThroughProjected Mullions Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding AM Ew i Awk V6 PBS. retwel FL-7 — R Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite - Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Aczc q,S. 26 4„r P6R PAN.I;ti,j v= 73cm —RC Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofin -sJata < u:,t _... a -•A... .-gib. Y..r.. ,p. Cements/ Adhesives / Coating Liquid Applied Roofing Systems, Roof Tile adhesive Spray Applied. Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 20 14 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels ire . sT UWrE L T= L.1 `1 -- R Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 X-kn,N- Mo-1.l. D6m e d FxAm 6 F' 4 11 Z,1 % - R3 Ll MESKER7 M 3440. STAN WOOD BLVD. N't z ' O HUNTSVILLE, AL 35811 •. : y0; 00 00 0 M W 0,312 N SERIES Z N 9 zmz SINGLE OPAQUE DOOR ( AODITIONALEMBOS$EDPANELOPTION$ U 90 OUTSWING ' 9 LLa daa 0_ r , ao:a' MAX. O.A. 40.0" MAX. O.A. 40.0" MAX. O.A. E c W Uzi, IMPACT — FRAME WIDTH FRAME WIDTH FRAME WIDTH E2Z 0 J LL.ms GENERAL NOTES w, M wo w x x x ! 0 ,w 1. This product has been evaluated and Is in compliance with the 5th Edition (2014) :E Florida Binding Code (FBC) structural requirements including the "High Velocity LL' X X 9 ( c I ? a w Hu nicone Zone" (HVHZ). d < < aATaa O Q ` O a a 2. Product anchors shall be as listed ands aced as shown on details..Ancnor embedment to base material shall be beyond, wag dressing or stucco. m b 5 6 3. When used in the "HVHT'this product complies with Section 1626of the Florida ,6aOD m a Building Code and does not require an impact resistant covering: d 4. Site conditions that deviate from the details of this drawing require further N engineering analysis by a licensed engineer or registered architect. w oiLL _ 5. Outswing configurations meet water infiltration requirements for "HVHZ°. (Shown as flush panel) (Shown as flush panel) J ( Shown as embossed panel) r 6. AI steel shall be protected as specified in Section 2222.6 of the FBC. 00 N" DOOR "N" DOOR "N" DOOR a a w/ 161 latch) (w/ 161 latch and deadbolt) (w/ mortise lock); mow N Q mz N Z f0O oae 08114108 i sale N.T.S. o DWG. BY: JK m CHK...BY: LFS i DRAWING NO.: FL-1 OF18.2 m°o SHEET 1 11 N raelE of CONTENTS SHEE7tf DESCRIPttON. 1 ,Typical elevation, design pressures, & general notes 2 Door panel sections 161 lock prep 3 Door panel sections 86Emorfisetock prep . 4 Horizontal cross sections 5 Horizontal cross sections 6 Horizontal cross sections 7 Yerticalzrosssecfions 8 Frame ancho OVERALL DESIGN PRESSURE (PSI) FRAME LOCK.IYPE POSITIVE NEGATIVEDIMENSION 40.0" x 86.0" T61 LATCH 55A. 55.0SCHLAGE) 40:0" x 86.0" Ibb LATCH & DEADBOLT 70.0 70.0DESIGNHARDWARE). L400,,x 86.0"(ONffy 86E MORTISE LOCK 60.0 60.0 35.75" MAX. PANEL WIDTH, 1 "N" OPAQUE STEEL DOOR PANEL INTERIOR EXTERIOR 21 HORIZONTAL Q Door panel Ina LO= nrn o 17 °.. N O. Mco Z U N:.:. zo E v u 5820oa H mda m z°O; 6 3PROJECTION g o0 WELDS LQ na I W NyW Y m WOW C, o I 00 SPOT WELDS EXTERIOR INTERIOR D o o 0 00 O a a o e u m SPOT WELDS T DOOR HINGE REINFORCEMEI T o w 2 3525TY' I 4 DOOR TOP d BOTTOM CLOSER LOCK BOX REINFORCEMENT I VERTICAL CROSS SECTION Door panel owc. By: JK CHK. BY. I.FS DRAwP1C N0.: FL-11218.2 fr ac7c" 1AAY. T "N" OPADUE S1EEL DOOR PANEL INTERIOR EXTERIOR HORIZONTAL 3 Door panel 3 PROJECTION p WELDS 1 I o 0 O o, 00 I Oo 0 M M 23 DOOR IiIN6E:REINFORCEMENT PROJECTION IELDS EXTERIOR O oa W WU h W W m dw 6 w a.O. IOR z o o00 o a a: 35'25(Y MORTISE BOX REINFORCEMENTta? 3 v N 4 DATE 08/14/08 SCALE ' N..T.S. DWG: sv: JK DOOR TOR B BOTTOM CLOSER 1 VERTICAL CROSS SECTION CHX. BY: LFS q 3 Door panel - DRAWING No.: ' FL-11218.2 SHEET 3 OF 1 I i Y••• 7d n Yin U' iiVq"\\ N U-N o Jj aEg. 9` N d a ul Jm ¢ a a4 0.Z0 L1 v 4 o ZO O0 U W J W4' W N N Y V) K E' w W m U o ZC25CE F o z00 9 25 0 a m a o F 9 m 4 a N' v ,' o. s v O Ll ZO N 0 e 20 20 v< OF OF 0_ v INTERIOR z as a O N m Z ° N_o P O EXTERIOR to ATE.08 14/08 i16271-3/4"MIN: 8 srxE N.T.S. 1-3/4 MIN. 1 j EMB.(iYP.) owc, BY: JK mEMB. (TYP.) 28 21 1 HORIZONTAL CROSS SECflON 4 18 DPAwwc NO.: m FL-11218.2 0 SHEEP 4 OF i d 0 m Z 6 Yi N°` yam 001 O I I I W z n m UN •• 9 Z G Z V E-m m u X E 00. m a n E v 5 a E oz v S d25 INTERIOR 25, INTERIOR v o v 30 z 0 N' INTERIOR o T a. 77 20 20 a a rPEXTERIOR E EXTERIOR o 0MORRREMOVED8I8; 16 27 MORTAR REMOVED n FOR CLARITY. j 1 FOR CLARITY.. o 0 18 w w EXTERIOR 28 21 o D- Ix j t: O W 2 N N ••- Z 0 UZ DATE. 08' 14/08 1 HORIZONTAL CROSS SECTION scams N.T.S. 5 owc. Br! JK m CHN. BY: LFS 3. DRAWING. NO, Rm. FL-11218.2. o SHEET _r3 OF L1 Q yg...u`sZ om J P`````` I oromZ UN •• U m Z UtiiEm x ® 1 u N maa E C 6 EC CZ 0 SW Jed z o.. 25 o25_ Ln. LJ m o G a o a zO z 0 o r X g v 20 INTERIOR 20 a a mUm4 a o G ON U EXTERIOR G 10 W O ir- o O 0> 8 16 27 0 01-3/," MIN, EMB. (TYP.) 21 1 13/4' MIN. 18 w 0281EMB. (TYP.) o Z Y z H < mz K-1HORIZONTAL CROSS SECTION WE os 14/os SCALES N.T.S. 8Dwc. 9Y: {( m CHK. BY: LFS 3 DRAMNO NO.: m FL- 11278.2 0 SHEEP _. L OF 11 1 VERTICAL CROSS SECTION 7 EXTERIOR INTERIOR EXTERIOR I INTERIOR EXTERIORINTERIOR 1. 46 1 79 78 24 40 41 24 40 41` 1 _ Za 45 : E J \ w ^J w p o• v 2% VER17CAL CROSS SECTION 7 Outswing configuration see general notes, sheet 1' for " HVHP' water infiltration requirements i b v 3 VERTICAL CROSS SECTION 7 Outswing configuration see general notes, sheet 1 for " HVHZ" water infiltration requirements e a. ow N Q V. N O ZDATE: 08/ 1 4 08 SCALE: N.T.S. 4 VERTICAL CROSS SECTION DWG. BY: JK 7 Outswing configuration E K. Dr; LFS see general notes, sheet 1 DeAwwc for " HVHZ" water infiltration FL_ 11218.2 requirementsSHEET 7 DF t t m i01% 9 L01 "T O ¢ W/ m ac 0w UNIVERSAL a o a Typ ANCHOR I, W/ TUBE ANCHOR a i9 X Z 0 v w o FRAME TYP. j g N 9 d t a g JAMBS v nE o @ JAMBS Typ E sZ yy cw MASONRY f OPENING 0 H TYP. SILL z III w W co O y ZUZ 0 _. Io O O WLU f o O.C. (TYP.)S' CMAXr'I ItLL rQ a a a JFRAMEANCHORINGFRAMEANCHORING m CONCRETE ANCHOR NOTES: 0 1. Concrete anchor locations at the comers may be adjusted to maintain the min. o z edge distance to mortarjoints. w o 22 2. Concrete anchor locations noted as "MAX. O.C." must be adjusted to maintain N the min. edge distance to mortarjoints, additional concrete anchors may be MAX. o 0requiredtoensuretheO.C." dimension are not exceeded. 3. Concrete anchor table: a ANCHOR ANCHOR MIN MIN CLEARANCE: MIN CLEARANCE; a a uz TYPE SIZE EMBEOMEN7, - 70 MASONRY TO ADJACENT n i ...... .. . ....:.:... ......:. EDGE ... :: .ANCHOR ITW 1[4" 1.1/4" 2" 4" rn oTAPCON® mz ELCO ® 1/4n, 11/4n V, 4" ULTRACON z TAPC W 5/16, 1.3/4" N, 3.3/4" T.S. JK m ELCO ® 5/16" 1.3/4" 2-1/2" 5" W8/ 08 LFS ULTRACON Embedment maybe through 1-114" face shell of hollow block. 18.2 0m4. OF 1_1 ii SEE DETAIL Iin in Cli ol In p aD Z V, U o Z 1it a 4 oz. i, 8 w .. C J6 SEE DETAIL 2 SEE DELA10 o. to J Or 17 wW E z Q o Q 0 ' O O 1 8 1 16 0_ to R U O 18,; E'm 21 i N N M DETAIL 1_ DETAIL 2 DETAIL 3 o Eo N N N cn FO O H LwaOO0. O. U' Z' N.. Z, GATE:08 18108 a MAU: N;T.S. o, HINGE JAMB STRIKEJAMB STRIKE JAMB DWG. BY: JK m ANSI STRIKE & DEADBOLT STRIKE MORTISE STRIKE OHR. BY: LFS 3 ORAWING:NO. '. ID FL-11218.2 0 SHEET 9:...OF 1 1 , N: II 11'3P a1.2l 9' Ci 3' 0.38" O h r 1.19" 8 28 FRAME HINGE o Reinforcement 2) 12-24 3.13'' AS INDICA TAPED HOLE 2.13" PN D o O O 0.63" as, 0 oz 27 fRAME STRIKE o'. moo' Reinforcemenf 5. 75' 0. 437' J C, O 25, FRAME 2 ci 41 THRESNOLD 4. 98' 40 THRES OLD 4. 5VY 1 1,.757 -1 1 b 1 L 78 OUfSWING THRESHOLD DOOR SWEEP 5;"' 1--- 2.54' 01 o 9 BEANCHOR in uiMASONRY TEE' 30 Anchor y J ' m 1NT d 012" o N oEE z o W O o b Oro O h N V) ci TT cq NW q u zo w Z N U o 5 a' DAM 08 ' 14/08 z SCALE N. Dwc. BY..JK JKm' DWOocNK. V. LFS DRAWING NO: rc IIMIVCDCAI WA11 AMMnD FL-11,218.2. 'On V al: aT ro ir111 a o m: U G l M°figg Em z mciiFy a "g ma`a 9, v. c E .9Z 1,:25 3a 0:75" 1 0 0 1 0 Zd NL Y.N. .OQwm ¢a a w o: ¢: N moo. a 4 0 U O 0] O a a m 4"0 ON U z00O] W O O n N O O' 0 D! ED Q 8Cli0- Z 0.25' d o w z N ¢ JboCiO Z N Z a OATS 08". 14/08 z 3 Dwc eY: JK m 0.26' cHw er: LFS 3 DRANG NO.: O: STANDARD LONG DOOR HINGE 22 FL-1 1218.2 0 Reinforcement mtddleand bottom hinge Reinforcement top hinge - n SHEET 1.1 OF III N BILL DF MATERIALS REM DESCRIPTION MATERIAL. REM DESCRIPTON MATERIAL C MAX. 1/4' SHIM SPACE 23 STANDARD' SHORT DOOR HINGE MIDDLE BOTTOM REINFORCEMENT STEEC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301' OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE' 24 WEATHER STRIP THRESHOLD NEOPRENE' 25 FRAME 2" 5-3/4" MIN. 0.056"THK BY MESKER STEEL F 5/16" x 5" PFH RW OR ELCO CONCRETE SCREW STEEL 27 STRIKE REINFORCEMENT STEEL. G 5/i b" X 4" HWH ITW OR ELCO CONCRETE SCREW STEEL 28 FRAME HINGE REINFORCEMENT STEEL H' 1 /4" x 1-3/4" ITW OR ELCO PFH CONCRETE SCREW STEEL 30 MASONRY TEE' ANCHOR MESKER PFMT5 STEEL 1` N"+OPAQUE STEEL DOOR, PANEL 31 UNIVERSAL WALL ANCHOR STEEL 2 DOOR SKIN 0.042"THK. STEEL, = 40,300 PSI MIN. STEEL 40 THRESHOLD NATIONAL GUARD PRODUCTS, INC. #896 ALUMINUM,' 3 FOAM 1.0 PCF MIN DENSITY POLYSTYRENE 41 THRESHOLD NATIONAL GUARD PRODUCTS, INC. #950 ALUMINUM', 4 DOOR TOP &BOTTOM CLOSER STEEL 45 95WHA DOOR SWEEP NATIONAL GUARD. PRODUCTS, INC. ALUMINUM 5 LOCK BOX REINFORCEMENT STEEL 46 b X 3/4" PHILIPS HEAD SMS STEEL 6 CLOSER REINFORCEMENT STEEL 70 SCHLAGE LOCK SET ASSEMBLY ND53PC) STEEL 7 MORTISE BOX REINFORCEMENT STEEL 71 DESIGN HARDWARE Di-S SERIES DEADBOLT STEEL 8 12-24 x 1/2" SELF'TAPPING STEEL 72 DESIGN HARDWARE .."T' SERIES ENTRY STEEL 9 TUBE ANCHOR STEEL 73 86E MORTISE LOCK= ONITY CT SERIES STEEL 10 912-24 x 1.0"COMBINATION MACHINE (WOOD SCREW' STEEL.. 74 86E MORTISE LOCK- ONITY HT SERIES STEEL 16 ANSI LATCH STRIKE' STEEL 75 86E MORTISE LOCK- ONITY ADVANCE SERIES STEEL 17 DEADBOLTSTRIKE: STEEL 76 DESIGN HARDWARE .D2-SSERIES DEADBOLT STEEL 18 ANSI MORTISE STRIKE'. STEEL 77 DESIGN HARDWARE'x"SERIES ENTRY STEEL 20 WEATHERSTRIP NEOPRENE 78 OUTSWING THRESHOLD BY DLP #QOSH ALUMINUM 21: 41/T'X:4-1/2'X0.125"TEMPLATE HINGE STEEL 79 WEATHER-STRIP'' FOAM 22 STANDARD LONG DOOR HINGE TOP HINGE REINFORCEMENT STEEL. 06q' "- mom 3. 88"' o V 4. 68" S LOCK BOXREINFORCEM M 0: 1 T" p. T; 23 STANDARD (SHORq DOOR OJS" 0. 75" 0. 17' 1 MORTISE 4: 98" --I 0. 060" OO OBOX REINFORCEMENT O 1 O O HINGE m-rL. SF7L..-13g5 - RG AC T Drawn b: ACI Standard Erection Manual A Drawn b : AC1 StUBase Erection 1 JANF Cha ter: 1 Section: 1.1 Drawin Bl B2 l// yNNF Cha ter: I 1 2 DE Approved: Base Sections A roved: Sections BUILDING SYSTEMS INC KS Submitted: 1 30 09 Revised: BUILDING SYSTEMS INC KS Submitted: Revisal j ERECTOR NOTES ELIXIR SEi PI ATTACH F6i5E A rr I I4MAWLIXlviBWALLPANEL I OR v _ S.D. SCREW I I IBASE ANGLE (BAT) T HOLD PANELOFFCONCRETE. CONCRETE SLAB 111' NN ( 8T OTHERS) SECTION @ BA5E ANGLE EBI w/SHEET NOTCH SCREW I a17 v 1-1/1 0 tll I- Vi 4 tl17v7 6 1 1 ERECTORNOTES: i ATTACH BASE ANGLE TO FINISHED FLOOR .1' 5ET PINS OR EQUAL I NUMBER 1 LOCATIAJ By ODlERS), HALL PANEL I x _ S. D. SCREN 1 PA NEL A'W PANEL11' O.C) I BASE ANGLE (BAT) N7LD PANEL LFF CONCRETE. BA5E TRIM ( BT_) CONCRETE SLAB BY OTHERS) SECTION @ BASE ANGLE 82 w10 5HEET NOTCH SCREW I ERECTOR NTTE5: v ATTACH BASE CIE TO FINISHED j FLOOR W&. SET PINS OR EQUAL 1 (NUMBER / LOCATION BY OTHERS). i HALL PANEL 1 i Iallx _ E D. $CREW R' PANEL 6' O.C.) I BASE LEE A' PANEL 17' O.C.) 1 1 R T NOT WLD PANEL OFF CONCRETE. CONCRETE Ilx' nN B7 OTHERS$TAB) SECTION @BASE GEE B5 w/ SHEET NOTCH ERECTOR NOTES v ATTACH BASE CIE iO FlQUAL m/ FLOORlv' E 5ET PINSOREQUALi (NRBEk 1 LOCAigN BY OTHERS). I HALL PANEL i I iOP' _ 5. D. SCREW W PANEL 6' O.C.) I BASE CEE A' PANEL 17' O.CJ IYA. DTPANEL ' OFF CONCRETE. BASE TRUE ( BT_) COI.YRETE SLAB BY OTHERS) SECTION @ BASE GEE L w10 5HEET NOTCH I I I01FIRC q9m_ SD. SCREWL7 R' PANEL 6' O.C. 1 A' PANEL 12' O.C.) BA5E GIRT WALL PANEL I 1 11A NOLDTPANEL OFF CONCRETE. IV MIN CONCRETE SLAB 8Y OTHERS) 5E TTION @ BASE GIRT B3 w/ 5HEET NOTCH SCREW I1,15 PUTT-' —'/4 O - a17 v 1-IR SCREN R' PANEL 6' O.C.) A' PANEL 11' O.C.) 1 I BASEGIRT HALL PANEL 1 I III CTHOLD PANEL ' BA5E TRIM (BT-) OFF CONCRETE. CONCRETE SLAB BY OTHERS) SECTION @ 5A5E GIRT PANEL B4 w/o 5HEET NOTCH F ERECTOR NOTE5: v ATTACH BASE FIXTURE TO FINISHED FLOOR Wk' 5ET PINS OR EQUAL NUMBER / LOCATION BY OTHERS). WALL PANEL 1 I I12x _ SD, SCREW I I HOLD PANEL ' _ 1 oFF CONCRETE. ' ', ; , BASE FIXTUR• E (BFI) IV-P LENGTHS) CONCRETE SLAB BY OTHERS) 87 SECTION @BASE FIXTURE w/o SHEET NOTCH A=Approved: Drexn b : Standard Erection Manual WK Cha terter : ] Section: 1.5 Drawin B8 Base Sections BUIBW Submitted: 1 26 11 Revised: WALL PANEL I NOTE.- ' SCREWS TRIMTO GIRT USING Tx1ESATTACATT. 0/C PRIOR ITOPANELATTACHMENT. I I aR,_ 5D. SOx') I O. C.f I IC c GIRT N0. D PANEL i CfF TRm. TRMSITICN TR'M-)7 SECTION @MASONRY SCREW INS. THICK. tlD x I-U4 3 tll2 x I-IR 4 5 tlq , 2 6 Drawn b : ACI Standard Erection Manual v` AMNF Chapter: 2 Section: 2.2 rawin : E3 E4 A roved: Eave Sections BUILDING SYSTEMS INC KS Submitted: 1 30 09 GUTTER STRAP (FL-IBE, 36' O.C.)1 3tx IV INSIDE CLOSURE I/ 4-14 S.D. SCREW (24' O.C.) MASTIC, TOP 4 BOTTOM 1/ 4-I4 x %' 5.D. SCREW 2 PER STRAP) PBR' ROOF PANEL 412 x _ S.D. SCREW (6' O.C.) EAVE TRIM (ET2) HANG - ON GUTTER (FL -IBC)— EAVE STRUT DOWNSPOUT ( FL-31, FIELD - GUT TO FIT GUTTER) I V12 x IYx' S.D. SCREW ERECTOR NOTE. 12' O.C.) INSULATX74 NOT SHOM74 FOR CLARITY. STEEL LINE—i HOLD THIS DIMENSION SEE CHART) LL PANEL HOLD DIM. EAVE SECTION w/GUTTER PANEL rAII/4 a PARTIALLY SHEETED SIDEWALL) PANEL PANEL-I/8 34cl2 x 2 6 IV 3t INSIDE CLOSURE w/j' MASTIC- TOP 4 BOTTOM FRELTOt NOTE: INSULATION NDT SHOWN FOR CLARITY PBR' ROOF PANEL tl112 x _ 5 D. SCREW (6' O.C.) EAVE TRIM (ET2) EAVE STRUT L pl2S.D. SCREW STEEL LINE --I H0.D THIS DIMENSION SEE CHART) EAVE SECTION w/o GUTTER PARTIALLY SHEETED SIDEWALL) Drawn bACI Standard Erection Manual ACI MNF Cha ter: 2 Section: 2.1 Drawing:El E2 A roved: Eave Sections BUILDING SYSTEMS, INC KS Submitted: ] 30 09 GUTTER STRAP (FL-IBE, 3i( Ik INSIDE CLOSURE w/I' MASTIC, TOP 4 BOTTOM I/ 4-14 x'/tl' S.D.OLJ ' ERECTOR NOTE: I/ 4-14 x b' S.D. SCFOR INSULATIONNOT SHOWN LLARITT. 2 PER ST___--- PBR' ROOF PANEL EAVE TRIM (FL-19 1/ 4-14 x ' 5D. SCREW1 R12 x _ S.D. SCREW (0 O.C.) 17 O.C.)1HANG- OJTE11GUTTER (FL-IBCu12 x _ 5 D. SCREW (I2' O.L) EAVE STRUTDOYN45!' OUiIFIELD-CUTTOFITGUIWALLPANELIDOWNSPOUT STRAP (FI 1/4-14 x b' S.D. SCREW I 1 @ EACH DOWNSPOUT) V4- 14 x (' 5 EAVE SECTION w/GUTTER 15CREW JIN5. THICK. ElSHEETED SIDEWALL) mu12 , w1-1nl2 4 - 5 a12x2 c 3V IV INSIDE CL05LRE MASTIC, TOO 4 BOTTOM ERECTOR NOTE. INSULATION NOT SHOWN FOR CLARITY, PBR' ROOF PANEL EAVE TRIM (FL- 19) 1/4-14 x 'b' S.D. SCREW 1 012 x _ S.D. SCREW (6' OC.) 12' O.C.) i 12 x _ 5. D. SCREW (12' O.L.) EAVE STRUT I I I IWALLPANELEAVE SECTION w/ o GUTTER SHEETED SIDEWALL) A Drawn by: ACI Standard Erection Manual MNF Chapter-. 2 Section: 2.3 Drawing: E5 E6 Approved: Eave Sections BUILDING SYSTEMS INC KS Submitted: 1 30 09 1 Revised: GUTTER STRAP (FL- 18E, 36' OC.) 3'y' INSIDE CLOSURE w/k' 1/4-14 x V S.D. SCREW (24' O.C.) MASTIC, TOP 4 BOTTOM 1/4-14 x '' 5.D. SCREW I 2 PER STRAP) PBR' ROOF PANEL 12 x _ S. D. SCREW (6' O.C-) EAVE TRIM (ET2) HANG -ON GUTTER ( FL -IBC) EAVE STRUT DOWNSPOUT ( FL-3I! FIELD -CUT TO FIT GUTTER/ I 02 x Ij,' S.D. SCREW ERECTOR NOTE INSULATION NOT SIKIHN 12' O.C) fOR CLARITY. STEEL LINE --I i EAVE SECTION w/ GUTTER OPEN SIDEWALL) 112? 3t INSIDE CLOSURE w/I' ERECTOR NOTE t-TIC, TM' 4 BOTTOM' PBR' ROOF PANEL e12 . _ SREW (6' O.C.) EAVE TRIM (ET&) EAVE STRUT L 012 x It' S.D. SCREW I2' O.C.) EAVE SECTION w/ o GUTTER AC 1 T BUILDING SYSTEMS INC Drawn b : tACIer Standard Erection Manuel MNF Chapter: 2 Section: 2.4 Drawin E7 A roved: Eave Sections KS Submitted: ] 30 09 Revised: 7 1y, GUTTER STRAP (FL-IBE, 3G' O.C.) INSIDE CLOSURE w/' I/4-W x 'b' S.D. SCREW (24' O.L.) 1 MASTIC, TOP t BOTTOM V4-14 x' 5.D. SCREW 2 PER STRAP) PBR' ROOF PANEL EAVE TRIM (FL-Iq) art a _ S.D. SCREW (6' O.C.) 012 x I V4' S.D. SCREW 12' O.C.) EAVE STRUT a12 x I,' 5.D. SCREW 12' O.C.) HANG -ON GUTTER (FL -IBC) EAVE TRIM (ET5) ERECTOR NOTE: DOWNSPOUT (FL-31, INSULATION NOT 5W7WN FOR CLARITY. FIELD -CUT TO FIT GUTTER) FASTENER (BY OTHERS) CMU WALL (BY OTHERS) DOWNSPOUT STRAP (FL-31F) V4-W x `' S.D. 5CRE EECTIION,w/GUTTER DER EAVE STRUT) ACIDrawn BUILDING SYSTEMS INC b : AC1 Standard Erection Manual WH Chapter 2 Section: 2.6 Drawin : E9 Approved: Eave Sections KS Submitted: 1 30 09 Revised: L05ME W 3/4' MASTICT1B) 5.D.SCREW5 W6W SIDE EAVE TR/ 5' ac) FL-( 7 P8R' ROOF PANEL 912 x _ 5.D.SCREWS 17 O.C.) 5. DSCREW5VA-14 t1' 4"X x 7/B' S.D.5CI. OUTSIDE WA SIDE EAVE 5TRUT WALL SECTION AT NIGH -SIDE EAVEr WITH EAVE TRIM (SHEETED WALL) SCREW INS. THICK. 912 v 1-1/4 3 112 I-V4 5 aIT b 1y URE uV' P T BOTTOM PBR' ROOF PANEL EAVE TRIM (FL-19IL SCREW ( 6' O.C.) t-VE' a12 x 1 1/4' 5.D. SCREW 12' O.C.)' 5. D. SCREW EAVE TRIM (ET5 4* CMU WALL (BT OTWERS) CQ ` EAVE SECTION w/o GUTTER CMU WALL, UNDER EAVE STRUT) ACIDrown BUILDING SYSTEMS INC b : ACI Standard Erection Menua] WK Cha ter: 2 Section: 2.7 rawin : E10 A roved: Eave Sections KS Submitted: ] 30 09 Revised: OUTSIDE CLOSURE av 3/4' MASTIC Tba) 11 % 7/6' S.D.SLREWS AIGW 5tDE EAVE TRIM r' OC.) FL- 17) PBR' ROOF PANEL I aR x - S.D.SLREWS b' O.C.) 912 % _ S.D.SCREWS 12' O.C.) HIGN SIDE EAVE STRUT SECTION AT NIGH -SIDE EAVE CWITH EAVE TRIM OPEN 51DEWALL SCREW INS. THICK. ap x I-V4 - 3 ax 4 - 5 ap xb 7 ACI Drawn b : tAC1er. Standard Erection Manual MNF Cha ter: 3 Section: 3.1 Drawin : RI A raved: Rake Sections BUILDING SYSTEMS. INC KS Submitted: 1/3H/09 Revised I/4-M r b' 5.D. SCREWS (12' O.C.) #12 x It' S.D. SCREW W 0 WASHER J' MASTIC (QiE PER SUPPORT) ' pBR' RCCF PANEL RAKE TRIM (FL-N) BA, ROF RIRLIN all r _' S.D. SCREWS O O 12O.C.) I I I I I I® 1/ 4-14 k' 5.0. SCREW 12, O.C.) PU2LIN CLIP ORSIDE CLOSURE I It'1 I' A30 BOLTS, TIP. WALL PANEL RIGID FRAME RAFTER STEEL LINE J 1 VARIES n1/ SECTION @ RIGID FRAME ENDWALL (CLEARSPAN) J 6' SETBACK A /'^ Drawn b :E ACI E30 Erection Manual f/' MNF ter: : 3.3 Drawin : R3 A roved: Sections BUILDING SYSTEMS INC KS mitteRevised: 1/4- 14 ' S.D. SCRE45 (12' O.CJ #12 " It' 5.D. SCREW W/0 WASHER j' MASTIC ( ONE PER SUPPORT) "PBR' ROOF PANEL RAKE TRR1 ( FL-I6) CAL ROOF PURLIN 12 v _' S.D. SCREWS O O 02, O. C.) F-----1 I I I 1 1/ 4- 14 " 1(,' S.D. SCREW I I 12' O. c.) PIURUN CLIP OUTSIDE CLOSURE I I t'# s I' A307 BOLTS, TTP. I RIGID FRAME RAFTER WALL PANEL I I 1 I77 VO. _' A325 DOTS W/ WASHERS, TIP. I 1 f 1 II 1 I SEE BOLT SCNEORE II I I I ) 11 1 TIGHTEN BOLTS AS FOLLOWS L INSTALL BOLTS EN BOLTSS I/2 TURN.ANO TIGHTEN TO 'SNU G MIGHTHOT-ROLLED ENOWALL COLUMN 2. LCOS 3. MAR THREADS AT BOLT END, OR TACK WELD NUT TO BOLT. R3 \ SECTION @ RIGID FRAME ENDWALL 8CLEAR5PAN W/ INTERIOR ENDWALL COLUMNS 4'-6" SETBACK, w/FLUSH HOT -ROLLED COLUMN Ra Ii Data oaAvi SCREW INS. THICK. 1 5113110 wloWashersatldetlto #12 screws al rake ante AI2 " I W 3 12 v 1- 1/2 4 5 pt7v2 i A IT N ACI Standard Erection Manual Cha ter: 3 Section: 3.2 DrawiBUILDING SYSTEMS. INCSubmitted: 1/30/09 1 Revised: 114-14 a `• 5.0. SCREWS (17 O.C.) #12 It' 5.0. SCREW Wo WASHER MASTIC ( ONE PER SUPPORT) 'PBR' ROOF PANEL RAKE TRIM (FL- 16) BAI RQ7F PURL 012 _' 5D. SCREWS O O 17 O.C.) I r I I III® 1/ 4-W v'j' S.D. SCREW RURLN CLIP OUTSIDE CLOSURE I I' A30/ BOLTS, TTP. I I RIWD FRME RAFTER WALL PANEL A325 BOLTS W WASHERS, TIP. II I UTIGHTER BOLTS ALINSTALLBOLTS AND TIGHTEN TO'3UG TIGHT'. a. LOOSEN BOLTS I/2 URN, COLD -FORMED END 1 COLUMN 3. MAR THREADS AT BOLT END, OR TACK WELD NUT TO DOLT, R2 SECTION @ RIGID FRAME ENDWALL CLEARSPAN W/ INTERIOR ENDWALL COLUMNS 4" - 6" SETBACK, w/ FLU5H COLD -FORMED COLUMN A Drawn b : ACI Standard Erection Manual MNF Chat ter: 3 Section: 3.4 Drawin : R4 A roved: Rake Sections BUILDING SYSTEMS INC KS Submitted: 1 30 09 Revised: 1/4-14 C S.D. SCREWS 02' O.C.) On # It' 5.D. SCREW N/0 WASHER MASTIC ( ONE PER SUPPORT) ' PBR' ROOF PANEL RAKE TRIM (FL -IL) ROOF PURLN a12": S. D SCREWS O O w O.C.) I F-----1 I I1 I 1/4- 14 " '(' 5. 0 SCREW I OUTSIDE Cl1SURE I PURLN CLIP 1 ye P A307 BOLTS, TTP. WALL PANEL I RIGID FRAME RAFTER I I I 1 I STEnLINE-- wTO - V SETBACK Y /SECTION @ RIGID FRAME ENDWALL J I'-0' TO 2'-0" SETBACK RaWslon Data Descd uon SCREW INS. THICK. 1 5I1WI w/aWashersaddedto#12screws el_ -_ AI2x1-I/4 3 612 v I-I/ 2 4 5 a12. 6 — ACT Drawn b : ACI Standard Erection Manual NNF Chapter: 3 Section: 3.5 Drawin R5 A roved: Rake Sections BUILDING SYSTEMS INC KS Submitted: 1 30 09 1 Revised: 114-14 x '<' S.D. SCREWS (12' O.C.) 112 x 14' S.D. SCREW W20 WASHER MA571C ONE PER SUPPORT) PN' RXF PANEL RAKE TRIM (n-*) BAI RWF R/RLIN aR . _ S.D. SCREWS O O GO O.C.) I1 I I ID V4-14 x %' S.D. XREN I i tv Q1TSiDE CLOSURE I1 — PURLIN CLIP NA l PANEL 1 3/4' 0 a I' AjOF BOL75, TTP. I 1r _' A325 BOLTS, TTP. II SEE BET XHEWIE 1'b • O.' A3T5 LTS, TTP. WOKE WASHER PER BOLT) RIGID FRAMF RAFTER i ENDW4LL BRACKET (Eg31X) I COLD -FORMED EWDNALL COL" 1 M-0' TD 7-d SE7 BACK DSECTION @ FLUSH ENDWALL AT RIGID FRAME I'-0 TO 2'-0' SETBACK, w/COLD-FORMED COLUMN DBscd Ilan rio wasnere ached m n1z eeraws raKe angle SCRF an xailv I 114-14 x '' S.D. 5CREW5 (12' O.C.) 012 a I,' 5.D. SCREW WAS HERSHER MASTIC (ONE PER SUPPORT) 'PBR' ROOF PANEL RAKE TRIM (FL-16) BAI ROOF PURLIN ap x 11,' 5D.(SCREW O O I I I 1 I V4-14 x i' S.D. SCREW 1 IT O.C.) I I FURLN CLIP r'OVERHANG TRIM (DTI) I y'a x I' A3p1 BOLTS, TTP, I TEK-5 S.D. SCREW, Q' O.0 I RIGID FRAME RAFTER I Ii "- F1EL0 WRK ATICOWlERY,I! PLATES I AS REOUIRFD STEEL LINE o, `SECTION @ OPEN RIGID FRAME ENDWALL w/4' to b' SETBACK n 114-14 r V 5.D. SCREWS (D' O.0 V MASTIC RAKE TRm (FL-16) 412 1 _' 5.D. 5CREWWO.C.) V4-14 v '4' 5.D. SCREN— 12' O.C.) OUT51DE CO SIVRE— WALL PAWL - TIGHTEN BOLTS AS FaLOW: AT, I. IW1AlL BOLTS AND TO'SWUG TIGHT', 2. L005EN EDITS V2 TLRW 3. MARR THREADS AT DOLT END, 0R TACK WELD MR TO BOLT. 1Z' S.D. SCREW WASHERPERSUPPORT) PER' ROOF PANEL RWF PURLN O O I I K VPURLIN CLIP x'6 x V A307 EOLT5, T7P. a x _' A;25 BOLTS W WASHER$ SEE POI.T SCHEDULE) RIGID FRAME RAFTER ENOWALL BRACKET (EWB6) AI BOLTS SEE Bat SCHEDULE) MT -ROLLED D044L COLUMN R, `SECTION @FLUSH ENWALL AT RIGID FRAME W/ I'-0 TO 2'-D' SETBACK, w/NOT-ROLLED COLUMN M ACI ACI I Cha ter. 114-14 r y' 5.0. SCREWS (12' 0CJ a12 x 14' 5.D. SCREW WO WASHER MASTIC (ONE PER SUPPORT) 'PDR' ROOF PANEL RAKE TRIM (FL-ib) OFC' ROOF PVRLN m x tY 5.D. SCREW O I 114-I4 v '}' 5.D. SCREW ® 4 12' O.C.) I OVERHANG TRIM (OTI) 012 r 11' S.D. SCREWS11 (I2' O.C.) V4-14v1' PANCAKE HEAD S.D. SCREW OWE PER SUPPORT) III To 2'-0' SETBACK STEEL LINE--' R8 SECTION @ OPEN RIGID FRAME ENDWALL w/I'-0 TO 2'-0' SETBACK 71* t' CLIP Ir'0 + 1' A301 BOLTS, TTP. RIGID FRAME RAFTER Description 7 PAN -HEAD CHANGEDT01 w/o washers added to N12 sc ACI M..,.d ACI Standard Erection Che ter: 3 Section: 3.9 DT Rake Sections 1/4-14 a ' S.D. 5CR045 (12' O.C.) a12 . It' 5,0. SCREW MASTIC WO WASHER ONE PER SUPPORT) PBR' RCt7G PANEL RAKE TRIM (FL -IL) eAl ROOF FURLIX r—====1________ b12 . -' S.D SCREWS 8 12' OC.) 1II I I le 1/4-14 . t' S.D. SCREW I 1 12' DC.) OUTSIDE CLOSURE 1 CLIP7 I St'1 I' 14 A307 BOLTS, TTP, I SY . It' AiiS aaTS uJ(I) WASFHERS PER BOLT, iTP. WALL PANEL I1I OLD -FORMED RAFTER I COLD -FORMED ENU4ALL COLUMN R9 `SECTION P FLUSH COLD -FORMED ENDWALL COLUMN COLD -FORMED RAFTER ON COLUMN FLANGE (FLUSH) Deawvtwn SCREMItLengthCorrectedatRaftertoCd— I Washer added to 02 screws at rake angle all 1tll2 . CI SYSTEM D4-W a '(' S.O. SCREWS (IY O.C.) MASTIC RAKE iRln (FL-li) 112 a IV S.D. SCREW N/0 WSHER ONE PER SUPPORT) 'pBR' ROOF PANEL 9Ai RODE MIRLIN all .: 5.0. SCREWS e IY O.C.) II1 I I le 1/4-14 . 16' SO, SCREW I 1Y O.G.) OUTSIDE CLOSURE I WPURLCLIP I V# . P A307 BOLTS, rrP. 1 2) R'1 a _' A325 BOLTS 1(2) WASHERS WALL PANEL I PER BOLT, TTP. (SEE BOLT SCHEDULE) I I iCOLD - FORMED RAFTER HOT- R.LED EN. COLUMN o ` SECTION @FLUSH HOT ROLLED ENDWALL COLUMN COLD - FORMED RAFTER ON COLUMN FLANGE (FLUSH) DeaJ, non to warners aaaea m nM z sarewa at rake angle SORE R11 . L b12 . L p12 . 2 Drawn by: ACI Standard Erection Manual Cho ter: 3 Section: 3.10 rawin R10 ACApprovIMNFRake Sections d: Submitted: 1 30 09 Revised: BUILDINGSYSTEMS, INC KS 1/ 4-14 . V S.D. SCREWS 0Y O.C.) b12 . It' 5.0. SCREW V MASTIC W/ O WASHER ONE PER SUPPORT) 'P&Y ROOF PANG RAKE TRIM (FL-li) I RO) F PURLW 912 . -' S.D SCREWS I ® 8 1Y O.C.) I II I I 1 e 1/ 4-14 . '' S.D. SCREW I 02' DC) OUTSIDE CLOSURE CLIP I 771.114 I' A30/ BOLTS, TTP. I COLD - FORMED RAFTER I WALL PANEL I 2) 1k'1 . IV A325 BOLTS I I II O II COD -FORMED ENDWALL CC UMN I I II 1 I 1 tl I I 1SECTION @ FLUSH COLD -FORMED ENDWALL COLUMN w/ COLD-FORMED RAFTER ON TOP (FLUSH) Dae SCREW INS. THICK. 5/lytWas= all a I-1// 3Re bl2 a I -I 4 - S ACI Drawn by: ACI Standard Erection Manual ldNF Chapter: 3 Section: 3.12 Drawin : R12 Approved: Rake Sections BUILDING SYSTEMS INC KS Submitted: ] 30 09 1 Revised: 1/4- 14 S.D. SCREWSjM5T11 Id' S. D. SCREW INE O WASHER PER 5UPPORT) " R' ROOF PANEL RAKE TRIM ( FL-IPIIRLIN--------------- 12 . -• S. D. SCREW5R'O.C.)1/4- 14 a I. 5.D. SCRE I OT51DE CL05URE i I PURLINCLIP I I yv . r A307 Bars, TrP. I COLD - FORMED RAFTER WALL PANEL 2) ''<'4 • Ai25 ears 1 SEE BOLT SCHEDULE) 1011 11 II II I II L ILJWf-ROLLED E2iDW41.L COLLFN 1SECTION @ FLUSH HOT -ROLLED ENDWALL COLUMN w/COLD- FORMED RAFTER ON TOP (FLUSH) V4-14 S.D. SCREWS (Q' OC) 4p r Ur' S.D. SCREW WO WASHER TK PER SUPPORT) / r•PBR' ROOF PANEL RAKE TRIM (FL-16) 6A1 ROOF PURLW- 4p rOC) V4-14 . t' 5.1 SCREN OUTSIDE CLOSURE I I I Ii1 8 I 6 I I 1 PUItIIN CLIP I A30/ 00.T5, TTP. I WT-ROLLED DONALL RAFTER WALL PANEL 7) --OL I SEE BOLT SCHEDULE) I[jr77770 IILL J HOT -ROLLED ENDWALL COLUMN SECTION @ FLUSH NOT -ROLLED ENDWALL COLUMN T RO L L E D RAFTER ON TOP (FLUSH) ACI Draxn b ACI Standard Erection Manua] 1 NNF Chapter: 3 Section: 3.15 Draxin R15 A roved: Rake Sections BUILDING SYSTEMS INC KS Submitted: ] 30 09 Revised: V4-14 r '' S.D. SCREW (12' O.C.) MASTIC RAKE TRIM (FL-K) Kit r I}' S.D. SCREW WO WASHER ONE PER SUPPORT) 'PBR' ROOF PANEL DAI R00F PLRLIN 00 • -' S.D. 5CREW B IY O.C.) ii I 1 a V4-14 r ' SO. SCREW IV O.C) OUTSIDE CLOSLRE JI CLIP YPURLWrI' A301 DOLTS, TTP. I COLD -FORMED RAFTER j I i WALL PANE I ! 0) V# v _ A305 BOLTS I 11 (SEE BUT SOREDULE) 10 11ell C0.0.FORREO ENDWALL COLON ENDWALL GRRT I II I III I 412 r _ S.D. SCREW 10' O.C.) 1 [ V A307 BOLTS, TTP. I SECTION @ BY-PASS COLD -FORMED ENDWALL COLUMN w/COLD-FORMED RAFTER ON TOP (BY-PASS) 1/4-14 r }' S.D. 5CREN5 (p' O.C.) 12 r I,' S.D. SCREW MASTIC WO WASHER CNE PER SUPPORT) •pBp' Iw PANEL RAKE TRIM (FL-16) OAJ RN PU LI 412 • _' S.D. SCREWS 8 12' OC.) II I 1 I I B 114-14 r YA' S.D. SCREW I 1 12. O.C.) OUTSIDE CLOSURE I PURLM CLIP II 6 r I' A307 BOLTS, TTP. II P r 1 ' Ai05 BOLTS WALL PANEL 4M 0 HASHERS PER BOLT 7TP. Ii C0.0.FLAMED RAFTER II COLD-FORMED ENDWALL COLUN ENpMIL GIRT I m r 2 S.D. SCREW 7 O.C.) 6 r P A307 BOLTS, TYP. I @ BY-PASS COLD -FORMED ENDWALL COLUMNESECTIONw/COLD-FORMED RAFTER ON COLUMN FLANGE (BY-PASS) ACT p"ONACI Standard Erection Manuel Cha ter:3 Section: 3.16 Draxin : R16 Rake Sections BUILDING SYSTEMS. INCSi,hmittr i T /sn/nT T7avicaA 1/4-14 t ' S.D. SCREW (rV D.C.) 410 r la' S.D. SCREW MASTIC N/0 WASHER ONE PER SUPWMT) "R• ROM PANEL RAKE TRIM (FL-R) BAI ROOF PURLW 417 r _ S.D. SCREW B 10' O.C.) III I I le V4-14 r 4' S.D. SCREW I OUTSIDE CLOSME I PURLN CLIP I 0 • I' A307 BOLTS; TYP. II 6 . -' A305 BOLTS I uV(2) WASHERS PER BOLT, TTP. WALL PANEL IiI I COLD -FORMED RAFTER ENDWALL GIRT I1 I HOT -ROLLED ENDWALL COLUMN M2 r ' S.D. SCREWIYO.C.) 6 r I' A307 BOLTS, TTP. I SECTION @ BY-PASS NOT -ROLLED ENDWALL COLUMN w/COLD-FORMED RAFTER ON COLUMN FLANGE (BY-PASS) ACIJ pg ACI Standard Erection Manual Cha ter: 3 Section: 3.17 Drawin : R17 Rake Sections BUILDING SYSTEMSSubmitted: t 30 09 1 Revised: 1/4-14 c I- S.D. SCREWS 02A O.C.) Al2 v IV S.D. SCREW WO WASHER MASTR: ONE PER SUPPORT) 'PBR' ROOF PANEL RAKE TRIM (FL-16) BAI ROOF PURLIN IIR r _ SD SCREWS e IV O.C.) Ii I I II I I le 1/4-14 S.D. SCRC.)EW I I Ir O. OUTSIDE CLOSURE I PUR M aP I k'6 v I- A307 BOLTS, TTP. I COLD -FORMED RAFTER WALL PANEL 2) %'6 r _' AS25 BOLTS IF_777(SEE 00.T SO7EOULE) 1 II Q 11 I ENDWALL GIRT I i 11 1 i II NOT -ROLLED ENOWAU C LUMN AM • SDSCREWS 12' O.C.) R' 4 I• A307 eoLTs, TrP. I SECTION @ BY-PASS NOT -ROLLED ENDWALL COLUMN R17 w/COLD-FORMED RAFTER ON TOP (BY-PASS) Io # 12 aUewa al A Draxn b : ACI Standard Erection Manual MNF Cha ter: 3 Section: 3.19 Draxin : R19 A roved: Rake Sections BUILDING SYSTEMS INC KS Submitted: 1 30 09 1Revised: SEE EP_ I 1%, S 0. SCREW i/4-I v `• S.D. SCRB45 (12-O.C.) WO WASHER O! E PER SUPPORT) '6' MASTIC 'PBR' ROOF PANEL VARIABLE RAKETRIMROOF PVRLIN VRI) C2 _• S.D. SCREWS OrO.L.) I II 1/ 4-4 S.D. SCREW Ir0.0 ) I OUTSIDE CLOSURE I I II I 8 SECTION @ VARIABLE RAKE TRIM PBR' ROOF PANELS ReWspn Date DesM Ibn 1 s/13/1O wlo VV.ZZZ 1. .12 screws al rake angle SCREW INS. TNILK. pl2 v I-I/1 - 3 pl1 r I-Ifl 4 - 5 pit r 6 A Draxn b : Standard Erection Manual v' Approved: MNF Cha terter : 3 Section: 3.18 Drawin : R18 Rake Sections BUILDING SYSTEMS INC KS Submitted: 1 30 09 1 Revised: 114-14 1j' S.D. 5CREW5 (12' O.C.) W2 a Ij' 5.0. SCREW WO fUSNER b' MASTIC ONE PER SUPPORT) 'PER' ROOF PANEL RAKE TRIM( n-16) EAI PURIN Al2 c _' S.D. SCREWS 8 7 O. C.) I I I I II I 1a 1/ 4- 14 r ';• S.D. SCREW I 12- O. L.) OUTSIDE CLOSURE I 7UN CLIP 0 v I' A307 BOLT5, TTP. I I NOT -ROLLED ENOWAIi RAFTER WALL PANEL I 2) %'# c _' Am BOLTS I SEE BOLT SOMLE) I I II IQ II ENDWALL GIRT I I II I I II I NOT -ROLLED ENDWALL COLU41 all c _• 5 D. SCREWS R' D. C.) V/ P A301 BOLTS, TTP. I SECTION @ BY-PASS NOT -ROLLED ENDWALL COLUMN Rib w/ NOT-ROLLED RAFTER ON TOP (BY-PASS) Im"'Ll 10- W-1R' ENDWALL PANEL 012 c _ 5D. SCREWS,- 12' O. C., TTP. ALL BOLTS SNOW ARE A307 BOLTS 3V P 4' SETBACK c 2.5ZI6 STUB GIRT 5V P 6' SETBACK 2.06 STUB GIRT TEX-$ S. D. SCREWS, TYR NR v _ 5.0. SCREWS — ONE 0 EACW SUPPORT, 1/4- 14 ':' 5.D. SCREWS Ir OC.j CORNER TRIM ( FL-10J/ GIRT GIRT CLF I RIGID FRAME COLUMN GIRT CLP 510E4ALL GIRT O I I I CD I eM r _ 5.0. SCREWS, TIX R S.D. SCREWS 12,O.C., A Ir O. C.) SIDEWA.L PANEL CI R/ F CORNER SECTION (FLUSH) w/ 4 OR 6' SETBACK R PANEL) Dwn b : ACI Standard Erection Manual ACT AraMNFved: Chapter: 4 Section Draxin C4 roCorner Sections ions BUILDINGSYSTEMS INC KS - Submitted: 130 09. Revised: it EMDWALE PANEL v R12 K _ S.D. SCREWS, IY O. C., TTP. I ENDNALL GIRT , I ALL BOLTS SMpiN ARE S'0 " i' A3Q1 BOLTS I Typ, FRAME COLUMN ENDWALL GIRT IRT CLIP SIDENALL GIRT AR v _ 5 D. SCREWS ONE P EACH SUPPCRT,V444 r S.D.SCREWS, (I2' O. C.)CORNER TRIM ( FL -II) Al2 " _ S.D. SCREWS, n' OC, TTP.'R' 51DWLL PANEL I'-D' TO 2'-0• SET -BACK C4 CORNER SECTION ( FI"' 5ldewall) w/ I'. 0" to 2'4 SETBACK ("R" PANEL) NOTE: FOR PANEL ATTACI-IMENT THAT OCCURS AT COLUMN FLANGE USE TEK # 5 5.D.5LREW5 R' ENDWALL PANEL I a12. _ S. D. SCREhb, ENDWALL GIRT 12' O. C., TYP. I I RIGID FRAME 101" ALL D0. T5 SNpJI ARE I R' 0 • I' A30! BOLTS I ENDWALL GIRL I GIRT CLIP 0 412 ' S. D. SCREWS, d —h AWlc 0 1/4- 14 (' S.D. SCREWS, IY oe) TTP. P BOIN SIDES O CORNER TRIM ( FL -II) 412 R _ S.D. 5CREW5, 12' O. C., TYP. CVT PIELORNER LEG0, 51DEWALL PANn ENDWALL GIRT ACID LAP OVER 51DEWALL GIRT AS 54", I'-D' TO 2'-0' 5ET-BACK R/ F CORNER SECTION (BYPASS 51DEWALL w/ 11_0' to 2'-0' SETBACK WAI, -- I A" I ENDINALLGIRT I R' EMOWALL PANEL I P12 " _ S. D. 5CREW5, GIRT CLIP 12' OC., TTP_ ALL BOLTS SIMN ARE 1 r I' A30T BOLTS RIGID FRAME COLUMN ' TEK-5 S. D. 5CRE45, TYP. P 4' SETBACK v 252N. sTLB GIRT P b' SEfHACK 2.5E16 STUB GIRT GIRT CLIP 5NEE71MG ANGLE (SAI) TEK K5 5D. 5CREW5, TTP_ 12 _ S.D. SCREN5 CNE P EACM SUPPORT, V4-W " I,' 5.0. SCREWS, 12' OC.) J CORNER TRIM (FL- 11) 12 x 2 S.D. 5CR1 ONE @ EACIN 5UPP 4-14 x '/," 5.1). 5CR 12" O.C.) (' 51DENALL GIRT 112 v _ 5. D. SCREWS, R' O.C., TTP. OR 6' 'R' 51DENALL PANEL BACK R/FCORNER SECTION (BYPASS 51DEWALL) J w/ 4' DR b' 5ETBACK ('R" PANEL) PANEL VARIABLE J XII CORNER TRIM (VCI) 0G, 3VARIABLE CORNER TRIM FOR ''R° PANELS A Drawn by:_ ACI Standard Erection Manual if/--\aa WK Cha ter: 4 Section: 4.14 Drawin C14CIApproved: Corner Sections BUILDING SYSTEMS INC KS_ Submitted: 1 30 09 1 Revised: I I I 12 x _ S.D. SCREWS, ENDWALL GIRT 12' O.C., TYP_ I ALL BOLTS 5FIOWN ARE R' ENDWALL PANEL }r'1 x I' A307 BOLTS I GIRT CLIP I CORNER COLUMN SHEETING ANGLE (SAI) O O .119WALL GIRT TEX 95 5.1) SCREWS, TTP. — — — — I I J I GIRT CLIP R' SIDEWALL PANEL CORNER TRIM (FL -II) 12 x _ S.D. SCREW, 12' O.C., TTP, N2 x _' 5 D. SCREWS, ONE P EACH SUPPORT, W • '(' S.D. SCREWS, TTP) CIq COLD -FORMED CORNER SECTIONLUIT' PANELS, FLUSH ENDWALL GIRTS i SCREW NS. THICK. k12 t-I/4 - 3 kl2 t I-I/2 4 - 5 k12t1 b ACI, Drawn b : ACI Standard Erection Manual MNF Cha ter: 4 Section: 4.20Drawin : C20 A roved: Corner Sections BUILDING SYSTEMSINC KS Submitted: 1/311/09 1 Revised: ENDWALL GIRT I 1.'9 t I' A301 BOLTS ALL BOLTS SHOWN ARE tl12 t _ 12' SCREWS, 1YJ O. C., TTP. FIELD - CUT INNER LEG OF R' ENDWALL PANEL SION L GIRT AND LAP OVER ENDWALL GIRT AS SHOWN. I CORNER COLON SIDEWALL GIRT II II O II GIRT CLIP CORNER TRIM (FL-11 SIDEWALL PANEL tl12 t _ 5.10. SCREW, IY C.C., TYP. p12 • _' S.D. SCREWS AT EACH MEMBER 1/ 4-I4 t 7/8' S.D. SCREWS 12' O.C.)(TrP.) COLD - FORMED CORNER SECTION ID/' R' PANELS, BY-PASS ENDWALL GIRTS ACI rawn b : ACI Standard Erection NF Cha ter: 4 Section:4.17 rec Droved: CornerSectionsENDWALL GIRT p12 + _ S.D. SCREWS, 12' O.C., TTP. R' ENDWALL PANEL I GIRT CLIP ALL BOLTS SVpN81 ARE r' 0 x I' A307 BOLTS 012 x _' S D. SCREWS V5 CL05E TO END OF GIRT AS P0551BLE DUE TO RIB BEING CENTERED ON O O NOT -ROLLED CORNER C0.1AN COLUMN FLANGE) SHEETING ANGLE (5AI) SIDENALL GIRT ER TA55.D. SCREWS, TrP. I J WRT CLIP R' SIDEWALL PANEL CORNER TRIM W2 + _ SD SCREW, 12' CC., TTP. FL-11) M2 t 2 5.D. SCREWS, ONE P EAO! SUPPORT, 14 t $' 5.D. SCREWS, 12' O. C.) (TYP) 1WOT-ROLLED CORNER SECTION w/°R' PANELS, FLUSH ENDWALL GIRT5 A Drawn by: ACI Standard Erection Manual MNF Chapter: 4 Section: 4.23 Drawin C23 Approved: Corner Sections BUILDING SYSTEMS, INC KS Submitted: 1 30 09 1 Revised: tl12 r _ 5 D. SCREW5, 17 O. C., TTP. _ R' ENDWALL PANEL - GIRT CLIP I I FIELD - CUT INTER LEG 6 SIDEWALL GIRT AND LAP II OVER ENDWALL GIRT AS SHOWN, o Id WALL GIRT ALL BOLTS SIYWN ARE it'1 x 1' AST BOLTS HDf-ROLLED CORNER COLON r51D.l GIRT 12 x _ S.D. SCREW, 12' O.C, TTP. LtR' SIDEWALL PANEL DCRS pl2 xSE , ONE P EACH SUPPORT, 14 t ' 5 D. SCREWS, CORNER TRIM ( n-11) (1Y DC) (TTP) HOT -ROLLED CORNER SECTION w/'R' PANELS, BYPASS ENDWALL GIRT5 Descrie0on Added baNs ACIDrawnb : ter Standard Erection Manual CZMNFChapter: 4 Section: 4.26 Drawin : C26.C27 A roved: Corner Sections BUILDING SYSTEMS INC KS Submitted: 1 30 09 Revised: 12 28 09 CORNER COLUMN AR x _ 5.1). SCREW, GIRT CLIP Re d Ezh Sv{ywt) ENDWALL GIRT STEEL LINE GIRT CLIP 4VOALLBOLTS11. ARE tY x i' A3O/ BOLTS CORNER TRIM (CTI) tlR a _ SCREW, 12' x _ S.D- SCREWS, Red ER' OC., TTP. POWALL PANEL HOT - ROLLED CORNER COLUMN tlR x _ S.D. SCREWS, Or, ; Eh SWpxi) GIRT CLIP i nIDWALL GIRT STEEL LNE ALL DOLTS SWM1 ARE IL' 0 x i' A307 BOLTS 0 CORNER TRIM (CTI) tlR x _ S.D. SCREW, 1/4-14 x %' 5.D. SCREW, tlR x _ 5.D. SCREWS, Red Eh 5Wpo 13 OrR.c.) R' O.C., TYP. ENDWALL PANEL OT- ROLLED CORNER SECTION w/° R° PANELS, BY PASS ENDWALL SCREW NS. THICK. Aaam 1N-u soar NI2 x I-I/4 0 - 3 a,,,,, w, GIRTS; OPEN SIDEWALL a12x2 6 ACI Drawn b: ACl Standard Erection Manual MNF Chapter-. 4 Section: 4.29 Drawin : C32,C33 A ed. rovCornerSections BUILDING SYSTEMS INC KS Submitted: 130 09 Revised: 12 28 09 CORNER COLUMN I 12 x _ 5 D. SCREWS, GIRT CLIP Red Each Q r ENDWALL GIRT STEEL LINE / ALL BOTS SNOFAI ARE x'0 v I' A307 BOLTS 0 CORNER TRIM ( CTI) pR x _ SD. SCREH, tlR x _ S.D. SCREWS, a p d Eh 5WW) r o.c., TTP. D. SCREW, R'Sos.) 'R' ENDWALL PANEL 1 COLD -FORMED CORNER SECTION SCREW INS. THICK. v EN A w/ Rp PANELS, BY-PA55 DWALL R12 x 1-114 0 _ 3 GIRT5/OPEN SIDEWALL a12 + 1-v2 4 5 R12x6 ACI Drawn b : Standard Erection Manual WK Chapter: 4 Section: 4.32 Drawin : C38 Approved: Corner Sections BUILDING SYSTEMS, INC DJ Submitted: 5 14 09 TE. Revi ion Date Descri tbn WHEN b' C)IR7 IS USED 1 6/14/2010 Tek 5 foc SAT Io dip Attachment FASTEN GIRT ONLY WITH 2 5/16/2011 Added'WI0 Washee to#12x11/4's—descdpfion 3)R12 x i, S.D. CREW5 IN DDITION O (2) VO It I' A307 BOLTS. SIDEWALL GIRT Am ' S. D. SCREW ATTACH AT SAVE, CORNER COLUMN GIRT$, BASE, AND COLUMN ORIENTATION MAT VARY) I NO MORE THAN 24' O.C.) C O C Al2xIZ' S.. SCREW W/O WASHER @ EACH ENDWALL GIRT SUPPORT FOR Q O O O ERECTION. BA3(d446'xibGp) HALL PANELS SAI 15EE DETAIL BELOW CORNER TRIM 51PEWALL GIRT 5AI TO BE FIELD ATTACHED BETWEEN GIRT 4 GIRT CLIP W/ (3) TEK 5 5.1). 5CREW5 CORNER COLUMN SECTIONS @ CORNER FRAMING I tN7E THE DESIGNATED WALL ON THE ERECTION DRAWINGS WAS BEEN DESIGNED USING A PANEL SHEAR DIAPHRAGM AS BRACING. REMOVAL OR ALTERATION OF WALL SHEETS OR FASTENERS 15 PROHIBITED. THE 1 EFFECT OF OPENINGS OTHER THAN TH05E L15TED ON THE CONTRACT SCREW INS. THICK. MUST BE EVALUATED BY A REGISTERED DF51GN PROFE5510NAL. tlR 11-V4 3 tlR 1 1- 4 5 tl1212 6 ACI] Drawn b : tA ler Standard Erection Manual WK Cha ter: 4 Section: 4.33 Drawin : C39 A roved: Corner Sections BUILDING SYSTEMSDJ Submitted: 5 14 09 1 Revised: N12 " _ S.D. 5CREW5, t2' O.C., TTP. R' ENDWALL PANE. AIL BOLTS SHOWN ARE I? " P AV7 BOLTS ENDWALL GIRT GIRT CLIP BRACER WASHER GIRT CLIP SIDEWALL CSAABGL' EfItAA ) GIRT 0 0 O CORNER TRIM (FL-11) 912 x _ S.D. 5CREW5, 3 3/4' ZEE 12' O C., TTP, ATTACH TO COLURI W/ R' SIDEWALL PANEL 4) TEK 5 12 " _' So SCREWY 5. D. SCREWS AT EACH HEWER 1/ 4-14 x 7N 5,D. SCREWS 12' O.C.)(TTP.) 1 SECTIONS @ CORNER FRAMING WITH "R" PANELS FLUSH SIDEWALL W/ BRACING IN END BAT COLD - FORMED ENDWALL COLUMN) SCREW INS THICK. q12 x 1-1/4 0 - 3 x 1-1/2 4 - 5 Nu1212x21bA T Drawn b : ACI Standard Erection Manual WK Cha ter 5 Section: 5.1 Drawin : G1, G1A A roved: General Sections BUILDING TEMS INC KS Submitted: 1 30 09 Revised: 6' 3' I Ill a17 X -' S.D. SCREWS, In• 6' oC. HASTIC-- UPHILL ROOF PANEL DOWN HILL ROOF PANEL PURLIN TYP, ENDLAP FOR "PER" ROOF PANELS 6 6' ail % -' S D. SCREWS, Y1 0 O.C. 3/ 4'A HA5TICUPHILL ROOF PANEL DOWN WILL ROOF PANEL PURLIN TYP. ENDLAP FOR "PBR" ROOF PANELS W/ REVERSE PURLIN SCREW INS. THICK. N2 " I-1/4 - 3 1. 2 x 6 ACI Drawn b ACI Standard Erection Manual WK Chapter: 4 Section: 4.36 Drawin : C42 Approved: Corner Sections BUILDING SYSTEMS INC Di Submitted: 5 14 09 1 Revised: C2 x _ S.D. SCREWS, V 12' O.C., TTP. ALL BOLTS SHWIN ARE I/ Y " I' A30" BOLTS I ENDWALL GIRT R' ENDWALL PANEL I i GIRT CLIP GIRT CUP CABLE BRACKET O ® I SIDEWALL GIRT CAB E BRACNG TEX 5 S.D. 0 Q CD SCREWS ( IY OK) O x12 x _ 5.D SCREWS, 3 3/4' ZEE IT OC, TTP. ATTACH TO calm W/ R' 51DElAU PANEL 4) TEK 5 S. D. SCREWS SLREW (ONE AT PRE DRILLED EACH SUPPORT) N0. E5 HAT BE REOURED) SCREWS ( 17 DC) SECTIONS @ CORNER FRAMING WITH "R° PANELS G42 FLUSH 51DEWALL W/ BRACING IN END BAY HOT - ROLLED ENDWALL COLUMN) A DragKS ACI Standard Erection Manual Cho ter: 5 Section: 5.2 Drawin : G2, G2A A General Sections BUILDING SYSTEMS INC. Submitted 1 30 09 LRtsed: 2 % _' S. D. SCREWS, I I GIRT III 111 111I i I i1DETAIL AT PANEL SPLICE VC PANEL 4- W " IN, S.D. SCREWS, IY O.C. INSIDE CL4MER TRNt (FL- 42) I/1- I4 x T/B' WALL S. D. SCRENS, PANEL 12' OC SECTION AT INSIDE CORNER TRIM V </1 A `+ T Drawn b : ACl Standard Erection Manual l/` J' 1 RK Cha ter: 5 Section: 5.3 Drawing: G3 A roved: General Sections BUILDING SYSTEMS INC KS Submitted: 1 30 6 Revised: 4 27 09 r-D KQtl- 5.D. SCREW 'R' PANEL 912X - S.D. SCREW G' D.C.) RIDGE CAP (G' O.C.) 3/4' 3/4' 1'N5TIC - _ MASTIC PURLIM 1:12• V-0 ME CAP PURLIN 2.Q- V-0 RIDGE CAP 3:Q• 2'-6' RIDGE CAP 4:Q• 2'-G• RIDGE CAP G' SECTION TNRU RIDGE (1:12 - 4:12) tl12v_• S.D. SCREW RPANEL INSCIATION SCREW RIDGE UP V 11ASTIC y } * y t MasTIc 24' 0 IV 1 q• E 7V 4V E IV 2E. E PEAK PVRLIN SECTION THRU DIE -FORMED RIDGE CAP Rerbon LWc Ravi im I 4/27/10p9 R" Ltp Slopc Rabin SCREW Ill THICK. 12 a I -VA - 3 tlQ v I-V 4 - 5 tlQ a i ACI WERFIAI NINDLN ROOF GVrTER TWEENSATELEAVE AAT" I NOTE, R1 FIELD IMSTALL GUTTER END CAP AFTER INSTALLATIONWALL PANELS OF GUTTER SIDEH4LL PANELS CORNER TRIM DETAIL OF DOWNSPOUT t DETAIL OF EAVE GUTTER GUTTER W/ GUTTER STRAP CORNER BOX b RAKE TRIM CONNECTION RAKE A PEAK 80K ACI_ 4DETAIL OF PEAK BOX 1DOWN5POUT TO GUTTER, CORNER BOX, v AND PEAK BOX DETAILS I 1 1 6/14/2010 1 Noted to olace outter sO m between panel sidelaDI T Drawn b ACI Standard Erection Manual a/`/' 1 ACha ter: 5 Section: 5.15 Drewin G15 A roved: General Sections BUILDING SYSTEMS INC. KS Submitted: 1 30 09 1Revised: 2:_6' 2V 7l1• 4V 7V 4V 7V 2r 24' 1/4- 14 X 14' S.D. SCREWS (3W O, . I tlQ X 2 S.D. SCREW ROOF PANEL FASTENER LAYOUT AT EAVE STRUT INTERMEDIATE PANEL LAP AND PEAK PURLIN 36' 2Z' 12' Q' 2v 114-14 X V 5.0. SCREW (30' Oil. 012 X 250. SCREWS j TI 1ROOFPANEL FASTENER LAYOUT fQa Dr_ Q RroFs AT INTERMEDIATE PURLIN N ER EDwTE PURuW ROOF FASTENER 1114-14%' i' SCREW- 1; CDDAT0/C) 1 FOR u- T ROOFS PLACE P 20' O.C. V I'NSTIC DETAIL AT PANEL NET SIDE SIDE LAP ROOF PANEL AND FASTENER DETAILS SCREW INS. THICK. all • 1- V4 D - 3 tlQ v 1-I 4 - 5 pl2 a 6 ACTDrawn b ACT Standard Erection Manual ACTk`K Cha ter: 5 Section: 5.17 Drawin G17 A roved: General Sections%-/JL BUILDING SYSTEMS, INC KS Submitted: t 30 09 Revised: BUILDING SYSTEM Mgt_ 50. SCREW y-a' 0C.) U4-141l' S.D. SCREW f LAP.) EAVE STRUT 1/4-1411' SO SCR f LAP) \ o o P AP) \ S.D. S.D. SCR P LAP) III,- I.D. SCREW GIRT g P UP) 9 [.- S.D. scRENA' M)—\_ BASE ANGLE 1/1-14k' S.D. SCR - P LAP) USE A III . - 5.0. P-d D.C. FUN A 114-14 1 t S.D. 30' OC. AT EACH S6PORT (UNLESS NOTED) AT PANEL SIDEIAPS G17 FASTENER LAYOUT AT °R'I WALL PANEL LAP ACT AI2 . _' 5.D. So- 1 I W umMs (9 Oa Dmsl) LIGHT TRANSMITTING PANEL 3. PANEL Irl {{, nAsn Pr[ , ' S.D. SCREWS,W15, w/ IV PURUN (TTP) Fid Wmf—, (9 per —1) TTPICAL ROOF LIGHT TRANSMITTING PANEL INSTALLATION s' 012 , '2AC' I/4' + I' SS GRCPTIET 5 D_ SCREWS, W IV P Id O.L. (l,piaal m FId Washes, (9 pr pmel) sidslops) SIDELM FASTENER INSTALUTKN: PRE -GRILL 1//' gMETR HOLES 11ROIK.N 0.'CF LKATT AND M14CIXT PANEL, HOLES TO BE DRILLED 0O.C.. U5WG 1/4' RIf HEAD DRIVER BIT, INSTALL GRI'P1ET5 INTO PRE -DRILLED HIMES. THE SCREW BIGAGE5 THE NUT PART, MUCH FORCES QPARSO OF THE SLEEVE ON THE INNER WALL OF THE PANEL AND RCCF LIGHT TRAR5MTTu,G PANEL. ROOF LIGHT TRANSMITTING PANEL FASTENER REOUIREMENT5 LIGHT TRANSMITnNG PANEL DOLBLE STICK TAPE GRCmET MASTIC P 10, D.C. IV MASTIC PANEL LIGHT TRANSMITTING PANEL ROOF PANEL NET SIDE STRIP 0 OF ffAULATION FRCM VAPOR aARRIR AND FOLD BACK OVER PANEL VAPORBARRIER ENDLAP WITH INSULATION I.T.P. TRIM (sn) 51DELAP WITH INSULATION G21 ROOF LIGHT TRANSMITTING PANEL DETAILS SCREW IN5.3TNICK. 36' 24 1 r' 12' 9 ' S.D. SCREWS (30' O.C.) R P M 1Y I2' 12' A -PANEL 3A' IY 12 9 ' w-W . V S.D. SCREWS (30' O c.) M-PANEL 36' It' Ll R PANEL 'PBR' 34' 11' A -PANEL LJ n-PANEL 'Pm' WALL PANEL FASTENER LAYOUT G2o AT EAVE STRUT AND INTERf1EDIATE GIRTS bpudd lk Fawn CL a I' W1& and Eap-W, w L. IV tdl (5' pu pol) fl2 , IV S.D.5CREW VALLET 4' O C. ) Erection ROF PANEL IRGA. VALLET / SUPPORT PLATE 21V Sinith Od FASTEN TO SUPF'ORi CEE 14-14 , r PHILLIPS PANCAKE HEAD 5.0 SCREW h35C12 SUPPORT CEE 4 RUNS P 2'-0' DC) 1• FASTEN TO ROOF PVRLIN ExpuddNe Faun C1— I' Wde E+F' . W w/(2) E-W , 1' PHILLIPS PANCAKE MEAD 5.0. SCREWS RELTLR NOTE: flEL0 M ROOF PANELS to Ik' Idl (IS' w rIH) P EACH SUPPORT) AS REQUIRED FOR ERECTK7N. O SECTION AT VALLET FOR 'PER" ROOF G27 PBR' Panel) I 2 11111&2009 I ReAed VaIley Tim and I 1 3 1 12/1,WO09 I Revised Length at Loam dosum I ACI CORn, b:ACl Standard Erection Manual ChapLer: 5 Section: 5.28 Drawing: G2ed: 1 General Sections ERECTOR NOTE: ERECTOR WTI, ATTACH FL-36 ALONG WP FRAI'IING FIELD CVI ROOF PANELS YUaN r VY SCREWS V-0' O.C. PR- q5 REWREO FOR PANEL INSTALLATION. ERECTION. d j lip ) U.c Seolml t ( FL-211211) V4- W X 7/5' S.D. AT EACH WW RIB) SO r I V4' S.D. Sofia ( 4' _.) PBR' R.F Pool fL- 3D PobMk) padobk cbeaa NI W) Stick k tw W Opel od tpplr tubs ss rd b fk «4c side d clRura 6X2. 5C14 (Atlah with dip.-S1p Go-uith 4) sQsa/4' S.D. Swan . —1 ron¢lian) See E-tkn Plpm fo' Pk. M ka) G28 SECTION AT HIP PBR' I Pmel 1 7 1 6/14/201O 1 Clarified suety smdnu fm Hip Flashina to Panel I MA rattan 0 GAt> CUr ` X' AT EACH DOW 5M T LOCATION AND BEND TABS DOWN FOR DONNEPOR ATTAC4MFNT I — — ATTAIN STRAP TO BIRLDWG W i ( I) V4-14 r 7/B' S.D. SCREW AT SHEETED WALL AND ( 1) TEK 5 S.D. SCREW AT WEN WALL FIELD CVT DOWYaP011T TO MATCH GVrTER BOTTOM ANGLE 3) V4-H r 7/6' S.D. SCREWS ONE AT EACH SIDE AND ONE AT FRONT) TYPICAL DOWNSPOUT TO GUTTER 3) POP RNE15 (ONE AT EACH SIDE AND ONE AT FRINr) BEND STRAP UP AT BOTW SIDES OF J DOON5111I1AND ATTAat W (1) V4- 14 u 71W S.D. SCREW AT EACH 51PE TYPICAL SPLICE AT DOWNSPOUT TO ELBOW OR DOWNSPOUT TO DOWNSPOUT TYPICAL DOWNSPOUT STRAP ATTACHMENT G40 DOWNSPOUT DETAILS A 1 Drawn b : ter Standard Erection Manual WK Cha ter: 5 Section: 5.42 Drawin G42 A roved: General Sections BUILDING SYSTEMS-1NC n.t I Tn/7RAn 12 X __' 5, D. Screws 12' o/c) FL- 22 Jamb Trim) 1/ 4"-14XI' Pancake Head 5. D. Screws (12' o/c) Pre - Drill Holes)(Typical on inside ad outside flmge5,) - JHCT_ Jemb Cap Trim r Hot -Rolled Jamb I w/open face cee R' Wall Patel i1Cap Trim at Hot -Rolled Endwall Column Used as Jamb SCREW INS. THICK. aR r I-1/4 3 all v 4 - 5 apr7 2' L ACI proved: tACIer Standard Erection Manual Chapter: 5 Section: 5.43 Drawin G43 General Sections BUILDING SYSTEMS INC Submitted: 10 18 10 JNCT_ Jamb Cap Trim Tek 5 S.D. Screws Not -Rolled 12" o/c) Chanel Jamb Pre -Drill Notes) FL-22 L Jamb Trim) R' Wall Pmel Tek 5 S.D. Screws 12' o/c) Pre -Drill Holes) Cap Trim at Hot -Rolled Door Jamb Member Si=e Trim CaIINIi e e alere SCREW INS. THICK. t .MCT9 q t 3KTq 12 f JXTI2 l7 I_UM 3 R, 1 5 p12 , 22' IF A C I Draxn b : ACI Standard Erection Manual WK Cha ter: 6 Section: 6.1 Draxin : L1, L1A A roved: Liner Panel and Partition Sections BUILDING SYSTEMS INC KS Submitted: 1 30 09 1Revised: LINER PANELS ENDWALL COLLPN1 0 -® l I 1 1 I1 1 L__ 0 " T ALL BOLTS— ARE WALL PANEL R' v 1' A307 BOLTS 1 COLD -FORMED ENDWALL COLUMNS W/LINER PANELS LINER PANELS ENDWALL COLIMIO CD I 1 I I I I O O ALL BOLTS SWOWN ARE Il' , I' A307 BOLTS WALL PANEL eHOT - ROLLED ENDWALL COLUMNS W/LINER PANELS Drawn by: ACI Standard Erection Manual AC WK Chapter: 6 Section: 6.2 Draxin : L2 12A Approved: Liner Panel and Partition Sections BUILDING SYSTEM$, INC KS Submitted: 1 30 09 Revised: RIQID FRAME COLD 4 LINER PANE! LNER PANE! I IICD O CD CD O 1 IINALL PANEL ALL BOLTS SW" ARE k' , 1' Min BOLTS FLU5H RIGID FRAME W/LINER PANELS W/O JAMB TRIM L2 RIGID FRAME a" WE It' S.D.SCREW P EACN SUPPORT Try) IAMB TRIM LINER PANEL n]2) LINER PANEL Try) i i BAI I EW 1 ® HALL PANEL SO ALL BOLTS SNONN ARE FORBAIANQLEATTAGIMENf. FASTEN WITH (2) TEl(M SDA307 BOLTS RIEWIR. FIELD CUT PA AS REQUIRED FROMDROP. I \FLU5H RIGID FRAME W/LINER PANELS W/ JAMB TRIM 1W15 DETAIL TO BE USED atr A7 CUSTaMER REa/E5T) NOT STANDARD) FAD , imw1i R' ENDNALL PANEL Q x - S.D. SCREWS, p'0C' TTP. GIRT CLIP ALL BOLTS SNWN ARE I['f v 1' Ai01 80.75 STUB GIRT 1 GIRT NW ALL LINER PANEL 9 W x 7/0' S.D. SCREWS, o' O.C. (BOnI SIOE5) RIGID FRAME COLUMN INSIDE CORNER TRIM (FL-42) GIRT CLIP LNER PANEL GIRT TEK-5 S.D. SCREWS, TYP. O II SCREWS, I I V4N •P D. SCCRIE 1 p I Q TTP. P1R7TN SIDES CORNER TRIM (FL-R) 4' w b, TEK 9S 51).SCREW5 np v _ S.D. SCREWS, IYQC) YY O.C., TYP. R' SIDEWALL PANEL R/ F CORNER SECTION L3 w/4' OR 6 SETBACK w/ ' R' LINER PANELS A Drawn by: ACI Standard Erection Manual YPK Cha ter: 6 Section: 6.5 Drawin : L5. L5A Approved: Liner Panel and Partition Sections BUILDING SYSTEMS, MC KS Submitted: 1 30 09 1 Revised: 1 , E GIRT LW R PANEL I 1 9Q [ _ S.D. SCREW b' O.L.) I I I , 9Q x 1 I/4' SD. SCREW WALL PANEL (12' O.C.) I I I I I 1 NJLD PANEL ' CONCRETE SLAB OFF CONCRETE. li (BY OTHERS) MIN. SECTION @ BASE GIRT L5 05Tw/SHEET NOTCH 4 LINER PANELS I I BASE GIRT 1 I I —LINER PANEL I I Q [ _ S.D. YRFN I ' b' OC.) I 9p • I VA' S.D. SCREW WALL PANEL — BASE TRIM (B7_) CgKRETE SLAB BY olams) L5A SECTION @ BASE GIRT w/ o SHEET NOTCH SCREW IN5. THICK. 4 LINER PANELS R12 x I -VA: B zl2 x i-I/2 4 - 5 x12x2 6 HKI ENDWALL GIRT ENDWALL I LINER PANEL M2 x _ S.D. SCREWS, p' O.C., TTP. I I ALL BOLTS ARE OLTSI (/'1 [ I' A397 3TOUTS R' ENDWALL PANEL I GIRT CLIP I a 14 v 7/B' S.D. SCREWS, Ir O.C. (BOTH SIDES) NSIDE CORNER TRIM(R-IT)® fl"I COL"UPP1V CORNERLSIDEWALL MINER PANEL CORNER COLUI'N O 0 54EETDXANGLE (SAQ TEK 95 S.D. SCREWS, TYP. I II SIDEwtLI GIRT I 1 I II I I I GIRT C IP R' SIDENALL PANEL CORNER TRIM (FL-11) 9p • _ S.D. SCREW, p' E.TYP. 9p v _' S.D. SCREWS, ONE P EAcu SIIPPoRT, III- N SCRnS, Q' O. TYP. f BOMN SIDES COLD - FORMED CORNER SECTION w/' R PANELS, FLU54 ENDWALL GIRT5 w/' R' LINER PANELS 1 A__ 1 BUILDING SYSTEMS INC Drawn b : ACI Standard Erection Manual WK Cha ter: 6 Section: 6.6 DrBwin L6, L6A A roved: Liner Panel and Partition Sections KS Submitted: 130 09 Revised: ERECTOR N7TE5: ATTACH BASE CEE TO FINISHED 1 FLOOR li SET PNS OR EOUAL 1 NUMBER 4 LOCATION BY OTNERS), I 1 i I HALL PANEL I I LINER PANEL 912 x _ 5.0. SCREW 1 I BASE CEE i All v 1 /4' S.D. SCREW b' O.C.) 1 (Q' O.C.) HOLD PANEL Ilk ' CONCRETE SLAB BY OTHERS) OFFCWKRETESECTION P BASE CEE L6 w/SHEET NOTCH 4 LINER PANELS ERECTOR NOTES: ATTACH VASE CEE TO FINISHED FLOOR Vk' SET PINS OR EGVAL NUMBER < LOCATION BY OTHERS) WALL PANEL LINER PANEL 912 x _ S.D. SCREW I BASE CEE l I y 1 V4' S.D. SCREW b' I 12 p' D.C.) BASE TRIM (Bn) C'_"'_' BYOTHERS) L6A SECTION P BASE CEE SCREW w/ D SHEET NOTCH t LINER PANELS xl2 x I-V: RI2x2 ACT] BUILDING SYSTEMS Drawn b : ACI Standard Erection Manual WK Cha ter: 6 Section: 6.7 Drawin : L7 A roved: Liner Panel and Partition Sections KS Submitted: 1 30 09 Revised: ROOF PANEL LNER HEAD TRIM CAVE STRUT I V4-14r(' S.D. SCREWS 012 _' S.D. SCREN", O. C.) I I II 11 12 , 1 114' S.O. SCREWS 1 II ( I.-V O.C.) I 1 LINER PANEL 1 ISIDEWALL PANEL 1 SHEETIK: ANGLE I II I012WV So SCREWS O. C.) GIRT DEPTH L7 SECTION AT EAVE W/ LINER PANELS SCREW JINS. THICK. 412 . 2 6 A / I Drawn b : ACI Standjand Erection Manual WK Cha ter: 6 Sec: 6.9 Drawin L9 A roved: Liner Panel Partition Sections BUILDING $ Y$TEMS INC KS Submitted: 1 30 Revised: JAM ANGLE (SUPPLT AS SPECIFIED IN CONTRACT_) FIELD NOTCH AT HEADER AS REOIIRED R' PANEL LINER FIELD CUT AS READ.) HEADER ANGLE NOT BT ACI) Q O WALL PANEL HEADER L9 SECTION ABOVE 0/14 DOOR OPENING w/ LINER) ACT DING SYSTEMS DOOR NARDNARE AS REED) Y4 B TRIM F7l) DNR Al2 I VI' S.D. SCREWS (INCO T AC —TIED P EACH SUPPORT)IN CNTRALT) LINER PANEL 11t5 ANGLE wPPI.T AS SPECIFIED T® O INCONTRACT) om O 1- 1 JAMS TRin FL22) HALL PANEL tl1 _ S.D. 5CREW5 I'- 0' OK) LB TRIM DETAIL @ 0/H DOOR W/LINER PANELS I If BAI ATTACHES TO PURLW USE 012 K 1 1/4' S. D. SCREW AT EACH SUPPORT. IF BAI ATTACHES TO RAFTER FLANGE USE TEC TS S. D. SCREW (IYO.C.) V4- 14 `' S.D. SCREWS (12' O.C.) 912 1 It' S.D. SCREW WO NASFIFR PART 1T10N TRIM (Pi_) VInI ONE PER SUPPoRT) PBR' ROOF PANEL RAKE TRIM (FL-1841 RLTF PURI.IN M2 -' 5 D_ SCREWSO p 1 12' O.C.)-14 16' S.O. SCREW v (' S.D. SCRE(1Ywoo1/1-11 O. C.CLIPgRSIDE CL1 Is'4 , I' A301 BOLTS, TTP. I I S. D. SCREW p11 i 16' S_O. SCREWS I 1/ 4-14 12' O.C.) 1Y O.C.) RIGID FRAME RAFTER WALL PANEL I 1 1I1 ILINERPANEL I 1 II STEELLINE -- 1 I 5ECTIONP RIGID FRAME ENDWALL LIO 4" - b" SETBACK W/ LINER PANELS IF BAI ATTACHES TO PURLIN 15E tlQ K I v4' S.D. SCREW AT EACH SUPPORT. IF "I ATTAC9E5 TO RAFTER FLANGE USE TEK 15 5.D. SCREW (VO.C.) V4-14 v '(' S.D. SCREWS (V O.CJ KQ x 111' S.D. SCREW MASTIC WO WASHER PARTITION TRIM (PT_) ONE PER $WPORT) 'pBR' ROOf PANEL RAKE TRIM (FL-Ib) 1 ROOf PURLIN tQ a _' S.D. SCREW O O I V O.C.) 1 I I I 1 V4-14 a V S.D. SCREW V4-4 S.D. SCREW I I ( 12' OC.) V O.C.) 1 I OUTSIDE CLOSURE 1I 7/' 1 PURLN CLIP I I 4'4 x 1' A3D7 5OLT5, TIP. I apl V4-M v ' S.D. SCREW I (0' OC.) tlQ K Q' SD. 5CR I 1 V D.C.) II I RIGID FRAME RAFTER MALL PANEL I I III I LINER PANEL II I 11 j I T I I GUSSETA • _' Ai25 BOLTS, TYP. SEE BOLT SCHEDULE) U ii L)1 I I CalxN CLIP (P124) TIGHTEN FOLLOWS u1 I I. INSTALL BOLT? AND TKVT EN I I TO. TIGHT T LOOSEN Bats 4T TURN. I HOT -ROLLED ENDWALL COLUMN 1 3. MRR THREADS AT BOLT 90,, OR TACK WELD NUT TO BOLT. SECTION @ RIGID FRAME ENDWALL 4'-6' LII w/FLUSH NOT -ROLLED COLUMN W/ LINER PANELS ACI. 4Drawnb : tACIer Standard Erection Manual Cha ter: 6 Section: ect Drawin led: Liner Panel and Partition Sections BUILDING SYSTEMS INC 113uhmitted 1/30/09 IRP.vi.qpf' LI3 STANDARD FLANGE BRACE POSITION @ LINER PANELS u 1/4-14 v '(' S.D. SCREW (Q' OL.) KIT x I`' S.D. SCREW MASTIC WO WASHER LNE PER SUPPORT) RAKE TRIM (Ft BA1 KQ It _' 5.0. SCREW I (j Q' D.L.) I I I I I V4-W v '(' S.D. SCREW I I V D.C.) I OUTSIDE CLOSURE I I LHTI OR LHT2 11 WALL PANEL I1 tlQ x IV S.D. 5CREW5 1I4 K I' A307 BOLTS, TTP. I KIT x -' S.D. SCREW BA Partition ROOF PANEL ROOF PURLN ROOF LINER PANEL i J I/4-14 a (' S.D. SCREW (V O.C.) PURLIN CLIP 11'4 a 1' ABUT BOLTS, TTP. VO v IV A325 BOLTS UW(2)WA5WER5 PER BUT, 7TP. COLD -FORMED RAFTER K12 a I`' 5.D. 5CREW5 I2' O.C.) FL-24 HEAD TRIM Kp v I`' S.D. SCREW 12' OC) COLD -FORMED ENDWALL COLUMN t SECTION @ COLD -FORMED ENDWALL COLUMN w/CpLD FORMED RAFTER ON COLUMN FLANGE w/WALL LINER AND ROOF LINER PANELS A T Drain by Standard Erection Manual if/1 A NK Chapter: 6 Section: 6.14 Drawin L14 Approved: Liner Panel and Partition Sections BUILDING SYSTEMS INC DJ Submitted: 5 14 09 v-IF BA I ATTACHES TO PURLIN USE KQ K I V4' S.D. SCREW AT EACH SUPPORT. IF BAI AT7ACWE5 TO ON TRIM (PT-) RAFTER FLANGE USE TEK $5 PARTITION ROOM PANELS.O. SCREW (IYO.C.) OUTSIDE CLOSURE ROOF PURLN o - I I I p 5.D. SCREW I 'k (V OCJ 1 I SPACER BY OTHERS (IF REM.) PURLN CLIP 1- 14 1T'1 a I' A307 ROTS, TTP. v ' 5.D. SCREW 12 x IL' SD. SCREW (12' O.C.) V O.C.) PARTITION RAFTER 1i PART"MRN 2A3235 BATS PANELI WWA514ER5 SEE 1 BOLT SCHEDULE 1I PARTITIONSTEELLINE I PARTITION I 4' TO b' 1 LaUMEJ I i PARTITION WALL GIRT I L14 SECTION THOU PARTITION WALL SCREW INS. THICK. K12 x IReNDate1-/4 0 3slon DeschBontl12xI -I 4 5 1 6/142010 1 Added outside d-: al paMlNon panel I12 x 2 b Dra rEt b : ACI Standard Erection Manual ACI] WK Cha ter: 6 Section: 6.15 Drawin L15 A roved: Liner Panel and Partition Sections BUILDING SYSTEMS Dl Submitted: 5 14 09 Revised: 5wEWALLPANEL SIDEwN1 GIRT PARTITION TRIM 1II II FIELD NOTON 114-14 v ' 5.0. SCREW 1'-p O.C.) PARTITION GIRT A5 I REOlIREO I PARTITION WALL I PANEL IIi1 PARTITION GIRT 5ECTION SIDEWALL GIRT 1 BUILDING SYSTEMS INCSubmitted: Drawn ACI Standard Erection Manual Chapter: 6 Section: 6.17 Drawin L17 Liner Panel and Partition Sections 6 14 2010 ZEEEWGirt n-42 EW PHI 114-14 (' SA. wd W.F. CEE a Q 01/2'49 j --- 1/4-14 4 v 5. I H.I ffITak) 0 0 • b ZEE1/2'4 SW Girt FL -II J 3 314' ZEE L'PaR' 5W R'I Tek-5 5.0. wh 3) Redd I'-p Lner Pnl whet Ln CEE Corner Wflh Liar ri TRIM PURLN SIZE PTI 5-Or PURLIN5 PT2 V pURuNS PT3 12' PURLIN5 f .... .. ROOF PANELS FIELD CUT TO FIT BETWEEN PURLIN5 AS 5"". LIb PARTITION TRIf1 DETAIL A Pn b : ACI Standard Erection Manual Chapter: 6 Section: 6.18 Drawin L18 ed: Liner Panel and PartitionBUILDINGSYSTEMS. INC Submitted: 6/14/2010 1/4-14 x Tte' S.D. w/ Washer 12 x 4 S.D. w/o Washer 12' ak) I per Support) ROaf PH1 BA# 12 1FL- 16iPBR' x Ii; S. w/ Washer+ 1/4-14 x S.D. w/ Washv 12' o/c)1/2'1 12' o/c) 1/4-14 x S.D. w/ Wj M A 1 PTI 12' o/c) 1/4-14 x %' S.D. w/ Washer EW 'PBR' PHI GEE Rafter 1112 x 1" 5.11. 12 x 4 S.D. w/o Washy w/ Washer 12' o/c) 12' o/c) Le1er BA3 PBR' PHI u8 Rake Section • CEE Rafter ACT Drain b AC1 Standard Erection Manual WK Cha ter: 9 Section: 9.1 Drawin Tl A roved: Transitions, Cano ies and Roof Extensions BUILDING SYSTEMS INC KS Submitted: 1 30 09 Revised: Nde FNLL PANEL Had ft.] w VP df ni Vvelin m a¢ a INSIDE CLOSURES.D SCREW R' O.C.) TRANSITION TRIM (TT2) GIRT V4-W a 7/B' 5 D. SCREW IV O.C) 'paR' ROOF PANEL NP OVT5IDE CLOSURE W3/4' MASTIC TDP 4 BOTTOM) a12 . 5D. SCREW L' O.C-) F1mLW TI DETAIL AT 51DEWALL TRANSITION OPEN BELOW) Rev15(on vale Dad`^ don i INS. 7NIGK. 1 1a1anolD Hdd panel pp v4'nole added ap 4-vq - 3 all 4 I-1/1 4 - 5 a1142 6 wla: u,1d Pacl w v4' ar d lraulnn m. WALL PAWEL INSIDE CLOSURE 1/4-14 a 'V 59. SCREW fR' O.C.) a12 e ' I 318 MASTIC S.D. SCREW TRANSITION TRIM (FL-4RA) O.C.) ' pgR' ROOF PANEL a¢ e 1 V4' 5.0. SCREW uNp 11mlar " ONE P EACH S WPoRT) DETAIL AT ENDWALL TRANSITION OPEN BELOW) 1"IT Drain by: tACIer Standard Erection Manual WK Chapter: 9 1 Section: 9.2 Drawin : T2 Approved: Transitions, Canopies and Roof Extensions BUILDING SYSTEMS INC KS Submitted: 1 30 09 Revised: aveit' a Pmel ap En. VA, ofWALLPANELam a¢ e S.D. SCREW IN51DE CL05URE R' D.C.) TRANSMION TRIM (TT2) 12 e 1 V4' 1/4-I4 a 7/0' 5.D. SCREW S.D. SCREW W. Nd51IER Np ( R' O.C)7BR' ROOF PANEL r- O.C.) GIRT aR e 1 1/4' _ 5.D. SCREW I? O.C.) TRIM ANGLE MAI) OUTSIDE CLOSURE ( pR C W/3/4' MASTIC S.D. SCREW TOP 4 BOTTOM) PURLM DETAIL AT SIDEWALL TRANSITION 54EETED BELOW) Re'171- 1ale zolDaleoWdapandepv4* Despd SCREW INS. THICK. 1 me added a1241-I/q o -3 2 5115R011 Mded w/o washer W a12 screw descdpaon a1142 b SYSTWK• AcLBUILDINGDrain b : Standard Erection Manua] Chapter: : 9 Section: 9.4 Drawin T4 Approved: Transitions, Canopies and Roof Extensions KS Submitted: 1 30 09 Revised: di WALLPdw aR . _'JE) RYN5. D. SCREWI 5.D. SCREW (I2'O.C.)(IT' OC.)3/ B' MASTIBA3( 46ea4r1ANI TRANSRICN TRU1 (FL- 49A) PBR' ROOF Pa¢ 41I/4'S.DWBAI 214VA A— a -'CREWO.CJaR' S. DWeONE V4' PURLIN SU) WALL PANEL DETAIL AT ENDWALL TRANSITION T4 SFIEETED BELOW) ReWsloo Dale Dasre dnn SCREW INS. THICK 1 10/1812010 HaW panty ap 164• nde added all a I-1/4 0 - 3 2 5/16/ 2011 Added w/o washer to all screw descdpam ar242 b ACI A',Bwr!,d ACI Standard Erection Manual A C T Drawn b : ACI Standard Erection Manual Cha ter: 9 Section: 9.5 Drawin T5 L//-\` WK Cha ter: 9 Section: 9.6 Drawin¢: 7 Transitions, Canopies and Roof Extensions Approved:I Transitions, Canopies and Roof Extem OPEN FACE CHANNEL (OFC_) I/4-14.V S.O. SCREW (I2' O/C) 3/B' MASTIC 12 , IV 5.0. SCREWS A/AA Wmlvas RAKE TRIM (FL-I6) ONE P EACH SUPPORT) 'PBR' ROOF PANEL 2) k' • P A307 BOLTS 12, 1t/4'5oD SCREWS (12' O.C.) 0 1 OVERHANG TRIM (SF_) I I I I 0 I U4-14.%' S.D. SCREW (12' 0l I I//-I4 . r S.D. PANCAKE HEAD SCREW AT EA01 MEMBER CINOPT I IM. PURLIN CANOPY all v Ik' S.D. RAFTER 0 0" STEEL LINE VARIES SECTION THRIJ CANOPY RAKE FLUSH W/SHEETED ENDWALL) pTC"' ACI I Drawn b ACI INK Cha ter. Approved: Transitil IJ, INU J L___ KS__JI Submitted: 1 /30/09 1 Revi 1/4-14,'(' S.D. SCREWS MASTIC /— (30' O.C. MAX.) WET S DE ROOF SHEET ROOF SHEET SECTION @ ROOF PANEL LAP ERECTOR: NOTE THE MASTIC LOCATION) BAIW/ol2.lk' S.D. SCREW W/0 WASHER ONE P EACH SUPPORT) I/4-1414' SCREWS MASTIC k'/. I' A307 BOLTS (TYP.) V-0' O.C.) p12.1Y S.D. SCREW W/0 WASHER ONE P EACH SUPPORT) ROOF SHEET RAKE TRIM PURLIN CLIP \\` 2',4' ME A LE BAI i I J 4120k' S.D. SCREW O (J I S.D. SCREWS PARTITION TRIM ( PTTLEG) PURLIN I'-0' O.C.) 1/4-144' 5.D. 5CR I'-0' o/c) (TYP) N/(2)A325 k' A325 BOLTS TRIM al2x S.D. SCRPER WASHERS oTl) I-C, Lal2xlk' BOLT S.D. SCREW J ATTACH w/I/4-( ONE P EACH SUPPORT)SCREW 12'O.C. EDWALL RAFTER O)TSIDE ENDWALL COLUMIN ENDWA( 2) IV,? A307 BOLTS a12. -' 5.0, SC( 0-0- 0/C) (TY-,-- SECTION @ ENDWALL ROOF EXTEN5ION W/O SOFFIT II xd to OT1, BA1 moved W top of washer W #12 screw desvipdw I/4-14v4' SD_ SCREWS MASTIC 30' O.C. MO.) WET 51DE ROOF SHEET ROOF SHEET SECTION @ ROOF PANEL LAP 1/4-11kV S.D. ERECTOR: NOTE THE MASTIC LOCATION) 1.-0. O.C.) RAKE TRIM k'P . I' A307 BOLTS (TTP.) al2xlk' S.D. SCREW MASTIC ROOF 514EET PURLIN CLIP w/o Woshrr (px:) PQ carport 7'.4' RAKE ANGLE SA1 ISA1) W/a12x1k' S.D. SCREW W/O WA5WER r ONE P EACH SUPPORT) 1 912x1k' S.D. SCREW O 0 LPURLIN I/4-14x'e S.D. SCREWS A325 BOLTS OVER TRIM SOFFIT BOLTTFFITTRIMLWASHERS FL I PER B orl) ( ATTACH w/I/4-14 , 1/ 4-14 . 'A' 5 D. SCR SCREW 12'O.C. LEG) EACHI ENDWALL RAFTER I'- 0' O.C.) OUTSIDE CLOSURE ENDWALL COLUMN ENDWALL SHEEP R' SOFFIT PANEL I ( 2) k'W' A307 BOLTS R12, _' S.D. SCREW 1'- 0 0/C) GIRT SLSECUTION @ENDWALL ROOF EXTENSION W/SOFFIT (aR' SOFFIT PANEL) SCREW INS. THICK. RI2 < I-I/4 - 3 1012 , 2 6 A 1 Drawn b : ACI Standard Erection Manual WK Cha ter: 9 Section: 9.8 Drawin TB A roved: Transitions Cano ies and Roof Extensions BUILDING SYSTEMS INC KS Submitted: 1 30 09 1Revised: S. D. SCREWS MASTIC WET 51DE ROOF SHEET RAF SHEET SECTION @ ROOF PANEL LAP I/ 4-14x'b' 5.11 SCREW (ERECTOR: NOTE THE MASTIC LOCATION) RAKE TRIM (2) k'P x I' A307 BOLTS (TTP.) 11211k' S.D. SCREW 'L' MASTIC ROOF SHEET W/ O WASHER PURLIN CLIP \ ONE PER SUPPORT) 2', 4' RAKE ANGLE D BAI) 0124 S.D. SCREW 10 o Ib' 0/C) - — PURLIN I/ 4-qxb' S.D. SCREWS SHERS I'- o• O.L.) I I k' A325 BOLTS OVERHANG TRIM W/( 1)A325 WA PER BOLT DTI) - 30 ANGLE TRIM 1/ 4-14 , b' 5.0. 5CR I - RAFTER 1'- 0' D.C.) R' SOFFIT PANEL I/4-14 x b' S.D. SCR I ENDWALL COLUMN 1.- 0. o.C.) (2) k'e' A301 Bats MA5CNRT SCREW ELT OTHERS) GIRT BRICK ( BY OTHERS) SECTION @ENDWALL ROOF EXTENSION W/SOFFIT @ BRICK WALL U ( V SOFFIT PANEL) ReNsbn Dale oeaw mM SCREW IN5. THICK. 1 talarzoto FL-29cha,gedb0T1,BAlmoved Iw&P.M 0I2 x 1-1/4 - 3 z 5Mi 11 Addeo w/o washer to atzsnew dasrnrrron 0I2, 1-112 4 -5 RI2x2 6 Al"T Drawn b tACIer Standard Erection Manuel WE kCha ter: 9 .Section: 9.9 Drawin T9 A roved:ansitions, Cano iesandRoof ExtensionsBUILDINGSYSTEMSINCKSbmitted: 1/30/09 Revised: BUILDING SYSTEM'. VI- W'(' S.D. SCREW 1 PER STRAP) GUTTER STRAP 3-- 0, O.C.) 1/ 4-Mv S.D. SCREW 2'- 0' O.C. GUTTER TO PANEL) — EAVE GUTTEREAVE TRIM arh _' S.D. SCREW G' a/c) INSIDE CLOSURE 11 4-4h';' S.D. SCREW OVERHANG EAVECEEm) —/ SOFFIT PANED V4- 14 +;' S.D. SCREW SCFFR TRn OCJ CTD) a10 + IL' SD. SCREW SIDEWALL PANEL I'- U' D.C.) wERIANG oInEWSIw 1 SIDEWALL OVERHANG DETAIL W/ SOFFIT 5. D. SCREW I'- 0' O/C) ROOF PANEL R15ULATaL) OPTONAL) 7 + _' 5.0- SCREW 0' O.C.) VE STRVr TSIDE CLOSURE ACf Standard Erection Manual ter: 9 Section: 9.11 Drawin : Tll sitions, Canopies and Roof Extensions N 4DE CLOSI,ME D61DE CLOSURE M4 TIC 42 + _ S.D. SCREW a12 v _' S.D. SCREW T 4 B) 0'-6' 0/C) 12, 0/C) ROOF PANEL Y A307 EAVE STRUT M. ASTIC FIN HEAD T 1 B) BOLT W NIT INSULATION vY + 1 V4' OPTIONAL) A305 BO TS EAVE CAP TRIM ( ETC) I 4R + IV 5.D, SCREW I ' OVER lkNG I IAS RfdO By ENGINEERING AS RECD BY ENGINEERING IY 0/C) J EAVE CEE RAT I i R/ F RAFTER 1 III1 R/F COLUMN I STEEL LINE-4 SFLU541 CANOPY A7 SIDEWALL OVERHANG DETAIL W10 SOFFIT d W/O WALL PANELS BY- PASS SIDEWALL) It' MASTIC T / B) 1/ 4-14V S.D. SCREW 7 PER STRAP) GUTTER STRAP 3'- D' O.C.) V4- Id V 5.D. SCREW 0- 0' O.C. P GUTTER TO PANEL) EAVE GUTTEREAVE TRIM ETC) - a10 + IV S.D. SCR 101, INSIDE CLOSURE alb _' 5.D. SCREW v a/c) V nA5TIC T 1 B) 51DE CLOSURE l 1/ 4-I1 S.D. SCREW-- I'- 0' O.C.) Sri+ _' S.D. SCREW 0'- G' WC) r ROOF PANEL EAVE TRIM O . ' S.D. SCREW OVERMUAG ( ELK) ( I'- 0' D.C.) EAVE CEE EAVE STRUT SIDLWALL PANEL INSULATION OPTONAL) OVERHANG DIMENSION SIDEWALL OVERHANG DETAIL W/0 SOFFIT INSIDE QD5URE I• 12 FAVE STRUT r. BOLTSE CAP SCREWS O. C.) I: r ail + Id' S.D. SCREW AS REDS B7 AS RE D BY ID' CVO) V4-W + T/B' S.D. ENGINEERING SCREW ( 1Y O.C.) OVERHANG EAVECEECA OPT RAFTEROVERHANG GIRT DInFNSION QFPTIl STEEL LINE EAVE TRR1 r CANOPT BEAM FLK) OJT51DE CLOSUREMALL PANEL CLOSURE TRIM (CT8) SECTION ' A' TSFLUSN CANOPY AT SIDEWALL OVERHANG DETAIL W/0 SOFFIT d W/WALL PANELS BY- PASS 51DEWALL) R/ F RAFTER COLUMN Drawn b :ACIStandardErection Manual Aq.L1 WK Cha ter: 9 Section: 9.13 Drawin : T13 A roved: Transitions, Cano iesand Roof Extensions EMS INC KS Submitted: 1 30 09 Revised: NDte: ERECTOR NOTE. Hald Pard up I/4' oFF of V 'tun Inm, SEE DETAIL F3 FOR UPPER WALL PANEL CANOPY BEAM ATTACHMENT THROUGH IN51DE CLOSURE WALL PANEL. 012 x _ S.D. 1I I 12 . _ S.D. SCREWS (12' O.C) SCREWS (6' O.C) TRANSITION TRIM (rT2) TYP) I p11 x 1 I/4' S.D. PBR' ROOF PANEL 1/4-14 x 7"' i SCREWS (12' O.C) S.D. SCREW 2" INSIDE CLOSURE O. O.C) GIRT MASTIC OUTSIDE CLOSURE_ TOP BOTTU' IC TOP t W/3/4' MASTIC j I TOP 1 BOTTOM _ - - BAI 12 x_S.D. SCREWS (12' O.C) 1/2' 4 1 114' A325 I/Y x I' A307 BOLT SIZE BOLT W/NUT BOLT W/NUT PER ENGINEERING TYP) TYP) I BRACKET OUTSIDE CLOSEUR 12 x 1 1/4' S.O. SOFFIT TRIM (ST2) 1 SCREWS (12' O.C) I ET3 TYP) 114-14 x 7/8' 114-14 x 7/8' SO, SCREW S.D. SCREW 12' O.C) 11' O.C) WALL PANEL I OUTSIDE CLOSURE SOFFIT SCCREWS ( Y O.C) I I/2' x I' A307 BOLT WR4UT PANEL TYP) GIRT I BELOW EAVE CANOPY DETAIL (FLUSH PURLINS) caur+ W/ SOFFIT - BYPASS GIRTS ReNsbn Dale oa al mn SCREW INS. THICK. 1 lnnarzoto Ouislde Cosare dtarged to 1-Ide Ole at Eave all x 1-114 0 - 3 114" note added all x 1-I/2 4 - 5 a12x2' 6 Standard Erection Manual 9 1 Section: 9.15 Drawing: T15 INSIDE CL05URE INSIDE CLOSURE 12 x ly' S.D. SCREW V MASTIC 12' 0/C) ( i / B) MASTIC 2' PURLIN IF REUD) IT 1 B) EAVE CAP TRIM (ET6) N2 x IL' S.D. SCREW OVERRANG 1Y 0/C) SAVE STRUT RAFTER II I I II II STEEL LINE —a 1BYPA55 CANOPY ATSIDEWALL OVERHANG DETAIL W/0 SOFFIT 4 W/0 WALL PANELS BY-PASS 51DEWALL) PANEL INSULATION 1 ( OPTIONAL) AS REOD BY R/F RAFTER COLUMN T Drawn b ACI Standard Erection Manual el`/' A 1 WK Chapter: 9 Section: 9.14 Drawin T14 A roved: Transitions, Canopies and Roof Extensions BUILDING SYSTEMS, INC KS Submitted: 1 30 09 1 Revised: ERECTOR NOTE: UPPER WALL PANEL SEE DETAIL F3 FOR CANOPY BEAM INSIDE CLOSURE ATTACHMENT THROUGH I WALL PANEL. I 012 x _ S.D. BOLT 1 12 x _ S.D. 1 SCREWS (12' O.C) SCREWS IV O.C) TYP) TRANSITION TRIM (TT2) II0111 x 1 I/4' S.D. PBR' ROOF PANEL 1/4-14 x 7/8' i SCREWS (12' OC) S.D. SCREW 1Y O.Cj I 2' INSIDE CLOSURE GIRO WA/4' MASTIC ODCLOSURE I TOP < BOTTOM) W/3/--- _— W/3/4' MASTIC TOP t BOTTA'I BAI 012 x_S.D. SCREWS ( 12o O.C) I/ 2' x 1 1/4' A325 I/2' x I' A307 BOLT 512E W/ NUT BOLT WWT PER ENGINEERING TYP) ( TYP) OUTSIDE CL05URE 12 x 1 114' S.O. SOFFIT TRIM (ST2) SCREWS ( 12' O.C) ET3 TYP) I/4-14 x 7B' 1 I1/ 4-14 x 7/B' S.D. SCREW S. D. SCREW 1Y O.C) I 12O. C) WALL PANEL OUTSIDE CLOSURE 1112 It _ S.D. I 1/2' x 1' A307 BOLT W/ NUT SOFFIT SCREWS (12, O.C) PANEL TTP) Note GIRT I Hold Panel up 1/4' off I a( Vmsitim Vim. FLUSH COLUMN BELOWEAVE CANOPY DETAIL (FLUSH PURLINS IIY W/ SOFFIT - FLUSH GIRTS SCREW INS. THICK. Ro,,WDpateDesalBon1t0/ tarzatD u':: C.— changed to Insure CI_. a Eave 12 x I-V/ 3 vana e added N241-I 4 5 12 6 ACI SEE DETAIL ' 11 LIPPER WALL PANEL F. LNxA' Y AT7ACN'IENT INSIDE CL05URE THROUGH WALL SHEET TRANSITION TRIM ( TT2) 12 x _ 5 D. 1/4- 14 x 7/15' SCREWS (n' O.C) 1/4- 1*I%' S.D. SCREW SD SCREW 12 x _ S.D. 2 PER STRAP) 'PM' ROLE PANEL (12' O.C) SCREWS (12' INSIDE CLOSURE d1T51DE ELD511RE GUTTER STRAP ( W/V4' IVSTIC (H/3l4' MASnC TCP 1 BOTTOM) fv-o' O.C.) 2 TOP t BOTTOM) 1/4- I4t' S.D. SCREW CANOPY P1RLN r-a D.C. @ AMER TO PANEL) EAVE STRUT wu . 1n• N. 1d 13O.i WE PER ENGNG INES ET3 (p a. c SOFFIT PANEL SOFFIT TRIM BRACKET CANOPY BEAM I& x P A30 BELT W/ NUT WALL PANEL cmr frt x17x_ S.D. SCREWS(IY O.C) T BELOW SAVE CANOPY DETAIL (BYPASS PURLINS) W/ SOFFIT - BYPASS GIRT5 W/GUTTER 1 10/ 18I20M0 IOVtslde cosure charged to Inside Cbswe M va• note waded ACT1 Drawn b : ACI Standard Erection Manual EKS Cha ter: 10 Section: 10.1 Drawin F1 Facades and Para ets SYSTEMS INCSubmitted: ] 30 09 FACADE CAP TRIM (FT2) REFER i0 ERECTION - vQ • ' S.D. XRENS FACADE P IY O.G. AT ALL PANEL TOP GIRT (ATTACH W V4-14 . TB' S.D. PLANS FOt ALL PIECE piTALIPRTA TO STRUCTURAL XRENS (IY O.L.) AT EACH LEG) HARKS. STEEL AT FACADE P05T. BACK PANEL FACADEP05T 1/2' . 1 114' A325 BOLTS FPX) INSIDE CLOSUREVALLEY GUTTER p . 2S.D. SCREW (G' DC) Yp . D. 5.DO.C) FACIA F3' SCREW (G' PANEL CLOSURE FOR DETALLS I' W 313lr IUSTK: 2' (TOP 1 BOTTOM) A307BOLTSY RQ . ' S.D. SCREW (p' O.C) FAYE STRVT (ATTACH W FACADE I [' . I V4' A325 BOLTS GIRT FACADE BEAM (FDX) BOLT 51REPER SHT(vres BOLT SQE PER ING ENGINEERING SLNI'Am/ I. V2' a I' A3O7 S.D. XREWS 1S.D. SCREW Q' SCREWO O.C. IN 5.1. BOLTS uVH1T5 1Y O.C.) XREVb TYP) TYP) 0O. C.) OUTSIDE CL05URE FT3 LI HEAD TRn t BOLTS SOFFR( PANEL) 3I V4' FAUDE BOrTO'I GIRT SIDEWALL SOFFITM- W 2' LIP fMFX) (IF REO'DWRLIN PANEL 15ECTION TNROUGN STRAIGHT FACADE LOCATED AT FLUSH SIDEWALL W/ VALLEY GUTTER ROOF PANEL Fi1cmd. P IF RAFTER COLUMN Drawn ACT wn b : ACI Standard Erection Manual WK Chapter. 10 Section: 10.3 Drawin : F3 Approved: Facades and Para ets BUILDING SYSTEMS INC KS Submitted: 1 30 09 Revised: WALL PANEL ERECTION NOTES: TO INSURE WEATHERTIGHT I115TALLATON OF CANOPYIFACADE BEAM TO BLDG: M, SLIT HIGH RIBS OF PANEL 2. HAMMER PANEL FLAT AGAINST CAWPT/ FAUDE BRACKET 3. PUNCH HOLES TM U PANEL AT BOLT LOCATIONS 4. ATTACH,BEArM TO BRACKET 0. BE PERDESIGNSun DETAIL AT CANOPY/FACADE BEAM F3 ATTACHMENT THROUGH WALL PANELS BUILDING SYSTEMS, INCa KS Submitted: 1f30/09 Revised: 10/18/10 ROTE: USE Ip . ! S.D. RESCREWSFER TO ERECTKJNpQ' O.C. AT ALL PANEL Fp(ADF FACADE CAP TRn (F7/5 PLANS FOLt ALL PIECE AITACNnEIFI TO STRUCTURA L LURKS, TLP GIRT I ( ATTACH W V4-W v 7/B' S.D. STEEL AT FACADE IRV I SCREWS (IY O.C.) AT EACH LEG) 114-14 B Y 2'-0. D. C.) BACK PANEL GUTTER TO PANEL) FACADE I/4' MOTE ^ T V2' . I / 4' A325 BOLTS H LD BALK PANEL I, X) Vr OFF OF Fn TRVt 1 NSIDE CLOSURE ATTACH FTI W 114-14 .7/1' S.D. SCREWS THERE.) 3/4' MASTIC FACW P Q 0C. PBR' ROOF PANEL PANEL Np . ' S. D. SCREW (G' O S.D. FAUN SCREW SCREW ( b' O.C) r I. INSIDE CLOSURE VY . 1114' A32S BOLTS A301 Y W Y4' MSTIC TYP) BOLTS Top 1 BOTTOM) Y FACADE GIRT f FT4Q. _' S.D. FL- IK SCREW ( V' O.C) v1 SEE 'F3' FOR CANOPY FACADE BEAM ATTACHMENT SLYIarcF BEAM OIGH WALL PANEL. BOLT SRE PER ( fBX) BOLT SIEE PEP, BOLT SIZE PE GINING ENEER ENGINEERNG ENGINEERING14, ND' S.D. X5. v r AWiBOLTSuVF1/r5 SCREW p' D.C. O. L.) 1 TYP) K12 . I VA' glTSIDF CLOSURE FT3 S.D. SCREWS i SOFflT PANEL (1Y O. CJ (TTP) SOFFIT PURLIN NEAR TRIM R/ F RAFT IF RE (FL-14) 1/ 2' . 1 V4' A325 BOLTS GIRT FACADE BOTOM GIRT W 2' LIP (MFX) SIOEWALL VY . I' A307 BOLTS R/F COLUMN PANEL An SECTION TaROUGN 5TRAIGNT FACADE LOCATED AT BYPASS SIDEWALL W/ PANG -ON GUTTER ACI Standard Erection Manual en 10 Section: 1_0_. 4_ Draining: F4 ATTACH m W V4-4 . TAM' 9.D. SCEE . TNRU Yr M.15TIC BENS I Q 0 C. Gvr Em TO PANEL) V{ WfE"•"' S NOLO DACN PANFL UP 15f pEFTp TO EPELTGN v¢.: SA. SCREW VP OF O m TRn 17 RAW FOI NL PIECE ATTACNILNIO.C. AT All PINELTOsTRUC1VRAlfA ATTACH Wv4-H . t2' S.D. FAGR ADE SCREFb (¢' O.C.) ATFAUN LEG) FACADE atFACADE TW iPEL I arATs SCUD LT fAUpESNDANELSOEIEFGI WE PER V r1 6MNEP4 I 15ECTION TNROWH STRAIGHT FACADE W FLUSH RETURN END COATED A7 BYPASSSet: ACI er: USE 4O . I S.D. SCREWSFACADEFACADECAPTRIM (FT2) P Q' OL AT All PANELA TOP GIRT ATTACH W VA-14 . 7/8' S.D. ATTACHMENT TO STRUCTURAL CREWS 17 OC. AT EACH LEG STEEL AT FACADE POST. 1/4' NOTE: FpLD BACK PANEL UP BACK PANEL ENOTE! FACADE l) t/4' OFF Lf TRANSITICN TRm. 1T / TO ERECTRN PVWS FOR ALL PIECE TFP-X) I/2' . I IA' A375 BOLTS INSIDE CLOSURE HARKS' w2 x I I//' S.D. SCREW ONE P EACH SUPPORT) 012 1 1/4' S.D. SCREW BAI V4-W • T/8' S.D. •pgR• ROOFp— (ONE !FACIA SJPHR 6 SCREW 12'0C. I/7 . I' A301 BOLTS 32' 'STIC FURLW 1/2'AP1307 0 o BOLTS TRANSITION TRIM (FL-19A) 5 I BAI I • o L FACADE - GIRT x12 x _' S.D. SCREWS SEE 'FY FOR CANOPY FACIA BEAM ATTACHMENT ENDWALL PANEL TFROU.N WALL PANEL. _ _ RAFTER FACADE BEM (FB-X) (2) V . _' A325 BOLTS I (SEE BOLT SCHEDULE) BOLT SIZE PER 1/4-14 . 7/B' S.D. SCREWS ( ENGINEERING I 004ALLCOJAMN 1'-0' O.C.) 74 I/2' . 1' A307 w", 1 1/444 . IN S.D. B OLvpT5TTP) Al. SCREW rC OC. OUTSIDE CLOSURE HEAD T I fT3 SOFFIT PURLIN FL-24) 24) t 1 IF REG' ) 012 . 1 I/4' S.D. IN ALLPANEL I GIRT 3 SCRODS (IY O.C.) SOFFIT PANEL TTP) 1 V4' A325 BOLTS FACADE BOTTOM GIRT W 2' LIP (MF-X) PROJECTION 15ECTION THROUGH STRAIGHT FACADE LOCATED AT FLUSH ENDWALL aror Tiuc ACI Standard Erection Manual Cha ter: 10 Section: 10.7 Drawin F7A__]pArogwd: Facades andPara ets Submitted: t 30 09 Revised: 10 18 10 F-ATTACH Ffl W 1/444 .1R' I/1-14 . 1/8S.D. SCREWS 5. 0. SCREWS TWRV 3/4' MASTIC P 12 O.C. 7-0' OCJ GUTTERTOPANEL) FASCIA PANEL 1/ 4' NOTE: -- FBACK PAN L UP RffER TO ERECTION IN' CFF OF FTI TRIM. FOR ALL PIECE 11/ 4S.D USE Ail . I/4' S.D SCREWS ' . P 12' OC. AT ALL PANEL `- (1Y O. L.) ATTACHMENT TO STRUCTURAL HARES 1 STEEL AT FACADE POST. FACADE CAP TRIM (F72) FACADE BEAM IN FACADE ( ATTACH W/ 1/4-H W . 7/8' 5-D. SOFFIT PURL iLGIRT ' (12' O.CJ AT HE FC-0 0 0 0 BAI FACADE A32A . 1 L PG5T 1 5BOLTSFACADESTUDFP_x) M. 10 (FSJX) SOFFIT PANEL F13 4-1. BACK PANE SECTION ' A' SCREWS S.D. SCREWSSINSIDECLOSUREOC.) FACIA FTI PANE N2 . -' S. D. SCREWS 6' O.CJ PBR' ROOF PANE 1/2' . I' INSIDE CL05URE YC x _' 5.D. PURLRN A901 Y uVU4' MASTIC SCREW ( 6' 0C) BOL75 TOP AND BOTTOM An . _ S.D. SCREEN (U. O. C) FACADE GIRT BEE ' F3' FOR LANCET BEM ATTALME7NT T RO 44 WALL PANEL. BOLT SIZE PER BOLT SIZE PER ERING ENGINEERING U4- 14 . 1/ 8' S.D. IR' . I. A301 SCREW 12' O.C. BOLTS w/NUT5 OUTSIDE CLOSURE SOFFIT RURLIN FT3 PANEL (IFREDID) 7 O . 1 1/ 4 T 5.D. 5REWSR/ F RAFTER 1/4-14 . ]/ B' T-0'D.C.(TIP) HEAD TRISSCREWS 2' . I 14' A325 BOLTS (FL-24) O.C.) FACADE BOTTOM GIRT GIRT I/Y . 1' A307 BOLTS R/F COL" W 2' LIP ( MF-X) SLOB4 L PANEL A/ TDrawn b : er: Standard Erection Manual sv' 1 KK Chapter: 10 Section: 10.6 Drawin : F6 A roved: Facades and Parapets BUILDING SYSTEM$ INC KS Submitted: t 30 09 Revised: 10 18 10 USE xQ . 1 1/4' S.D. SCREWS FACADEff FACADE CAP TRIM ( FT2) P 12' O.C. AT ALL PANEL TOP GIRT V4- 14 . 7/B' S.D. ATTACIMNT TO STRUCTURAL. OCJ AT FALH LEG) ' STEEL AT FACADE POST. I/4' NO1E. HOLD BACK PANEL UP J BACK PANEL I/4' OFF OF TRAYNTION NOTE FACAD 1 TRIG, J „/ REFER TO ERECTIW P052' x 1 114' A325 BOLTS PLANS FOR ALL NECE F?-X1DE CLOSURE40 I VC S.D. SCREW ONE P EACH SUPPORT) ' xV4' S.D. SCREW I/4-14 . 7/5' S.D. (ONE P EACH SUPPORT) SCREW 12' O. C. PBRROOF3/B' W 1/ 2'. I' HASH[ N!W'W PANE A307 0 5 eaTs LL TRANSITION TRIM (FL- 49A) O 0 FACADE GIRT SCE .n. FCRCANCIPT W2 . _' 5.D. SCREWS FACADE BEM (fB_X) BEAM ATTACWMENT BRKJCET (IY O.C.) FACIA THRCUGM WALL PANEL. ENDWALL PANEL T_ _ RAFTER 8 ( 2) %' . Ik' A325 501 51i(TxrNrs W W' S ER5 r 7 BOLT SIZE PER SU( Fava ENGINEERING 1/4-W . ', VS. D. IAA-1/ . 7/6' 5CR04 W O.C. 5.D. SCREWS CUESIDE CLOSURE I'-0' O.C.) ENDWALL ca" FT3 Y UP`IIII_ I/2' . I/ 1' HEAD TRIM VY x I' FL- 24 A325 BOLTSeOFFIT(PANEL) AIM FACADE BOTTOM GIRT SOFFIT PURLIN GRIT W 2' UP (IT- X) (IF REUD) ENCHALL PANEL xx GIRT PROJECTIONDEPTH SECTION THROUGH STRAIGHT FACADE F6 LOCATED AT BYPASS ENDWALL SCREW IN5. THICK. R12 x I-V4 - 3 PIT . 1-i/2 - 5 a12x2 6 Aci Drawn b : ACI Standard Erection Manual WK Cha ter: 10 Section: 10.8 Drawin FS A roved: Facades and Para ets BUILDING SYSTEMS INC KS Submitted: t 30 09 Revised: 10 18 10 SEE SECTION 'E9' FOR TRIM DETAILS A2 X -' 5,o5LREW5 FL-17 (17 O. CJ . I I ROOF N1 % _ S.D. SCREWS PANE L (6' O. C.) RIRLW AA VP/% I114' A325 DLLT5 EAVE STRUT / VC % V AW7 BOLTS EAVE STRUT 1/7 % 1 114' A325 BOLTS PUIZU XY! % _' S.WS ( 12. O.C.) SEE ' F3' FOR DETAILS 1Y BOLT SIZE PERBOLT SIZE PER ENGINEERING BOLT SIZE PER ENGINEERING ENGINEERNG STIFFENERS FACADE S (MST FACADE BE STIFFENERS R/F RAFTER fAC1A SnFFENER5 PANEL BOLT SIZE PER SEE ' F3' DETAIL ENGINEERING N2 . 1 1/ 4' STIFFENERS 5 D. SCRB5 I/ Y % I' A30 I'-V O.C.) BOLTS TYP) 1 OUTSIDE ao u,E IF-FT 2, MEAD (FL-24) 1 SORE . ' O S. O. A325 BOLTS SOFFIT PAVESCREWIY O.C. FACADE BOTTOM GIRT Kn . I /4' 5.0.5CRW5 W 2' LIP (MF, I) T'-a O.CJ (TM'P) 5CRE15 5OFM RIRLIN SIDEHALL 1'-0' O.CJ ( IF REDID) PANE IX PROJECTION 1SECTION AT HIGH-51DE FACADE FLUSH SIDEWALL) SCREW NS. THICK. XI2 x 1-1/ 4 - 3 pl2 x I-1/ 1 4 - 5 012.2 b AsYsT T Drawn b : ACI Standard Erection Manual 1 Che ter10 Section: 50.81 Drawink: F8.1 A roved: Facades andPara ets EMS INC KS Submitted: 10 16 10 IfZevised: SEE SECTION -E-r Y FOR TRIM DETAILS 412 X ' 5.D.SCREWSFL-" \ (V D.C.) all X _' S.D5CREW5 1 1 ROOF PANEL (b' O.C.) Prin E— SVN Rrfn EAVE 51 UE / JTL FACADE BEAMFBY) V¢ Sm PopA. BWl SimPoEnv—, Bolt , i Pv DN^.^A FACADE POST Y FP-X) STIFFENERS FACADE BEAMFBY) R/F FACIAPANEL STIFFENERfides 2, HEAD TRIM/ I o VY e 1 VA' (fL-74) I I A325 BOLTS _FL Pvl'n FACADE BOTTOM GIRT MI7 A I V4' S.D.SCRWS I ' V4-14 . 7/B' 5.0. W 2' LIP (Mf-X) (P-D• D.C.) (TTF) SCRENS SOFFIT PANEL 51DE144L / 1.-0, acj PANEL xxPROJECTION 1SECTION AT NIGH -SIDE FACADE i (FLUSH SIDEWALL) w/ Facade Rafter in Roof Line A.Aw a. osaoR u:. s4 E SECTION 'ER' nV x = S.V. xRnes O.C) FL-17 FOR TRIM DETAILS V2' X I' A307 5OLT5 PER, ROOF as X _' 5.D.SCREWS I PANEL ( b' D.C. I FURLW VY/Y I VC A375 BOLTS EAVE EAVE STRUT PURLIN ACADE BEAMilix) 912 % -' 5.D SCREWS 12' O.C.) BOLT SIZE PER BOLT SIZE PER BOLT SIZE PERENGINEERpl6ENGINEERINGENGINEERING FACADEPOSTFP-X) I III STIFFENERS I FACADE BEAM BRACK FACIA Fa-x) STIFFENERS PANEL R/F RAFTER BOLT SIZE PER 0N6WEERDG STIFFENERS I' V4-14 A IN S.D. LTS SCREW 7 O.C. 7P) V4-14 x 72' S.D. X12 x 1 V4' S.D. YREY4 (1w O.C.) SOFFIT PANEL SCREW SOFFIT PVRLIN ( I'-0 O.C.) R/F COLUMN LET I (IF REVO) (TIP) L1. WALL GIRT LEAD TRIM A325eBOLTS FL -RIM FACADE BOTTOM GIRT 511JEWALL W 2' LIP (rFG) PANG' GIRT PROJER— DEPTN 19.1 SECTION AT HIGH -SIDE FACADE BYPASS SIDEWALL) w/ Facade Rafter in Roof Line A C I Drawn b ACI Standard Erection Manua] 1 A'K Cha ter: 10 Section: 16.9 Drawing: F9 A roved: Facades and Parapets BUILDING SYSTEMS INC KS Submitted: 1 30 09I Revised: a12 % _' S.D. SCREWS O.C,) 5EEE SECTION 'E9' \\ FOR TRIM DETAIL FL-17 \ 1/7' % I' ABOLTS AAA, ROOF .SCREWS 1 I PANEL ( b' O.C. PVRLIN IR'/% 1 I/4' A325 00.T5 EAVE STRUT EAVE 57RVI In X I V4' A325 BCLT5 MIN SCREWallx _' S.D. SCR 0' OCJ SEE 'F3' FOR DFTAILS BOLT SIZE PER BOLT SIZE 'ER ENGINEERING BDLTGINSIZE PER ENEERING ENGINEERINGSTIFFENERS FACADE T FACADEBEAM (FOX) FP-X) STIFFENERS BRACKE FACIA STIFFENERS PANEL IN, FIT R/F RAFTER BOLT SIZE PER SEE 'F3' DETAIL ENGINEERING STIFFENER5 VY% 1'A3W 114-I4A IN 5.11. Ft3 8OLT5 SCREW 12' O.C. P) OIRSIDE CLOSURE V4- 14a IN S.D. SCREWS (I'-0' O.C.) SOFFR PANEL SCREW SOFFIT FURLW (I'- 0 O.C.) R/F COLUMN T (IF REO'D) (TTP) NA µGIRT V7' e 1 1/1' NEAD TRPt A325 BOLTS (FL- 24) FACADE BOTTOM GIRT `+ IDEWALL W 7' LIP ( M-Y) PANEL xx GIRT PROJECTION DEPTH SECTION AT HIGH - SIDE FACADE BTPA55 51DEWALL) ACI Drr"bd ACIStandard ErectionManual Cha ter: l0SIS tion: 10.10 Drawin : F10 A Facades and Para ets BUILDING SYSTEMS INC Submitted: 1 30 09 Revised: FACADE FACADE CAP TRIM (FT?) 05E KII A I V4' 11, D. SCREWS TOPGIRT ` (ATTACH W V4-14 a IN S.D. P n' O.0 AT ALL PANEL SCREWS {NY D. C.) AT EACN LEG) ATTACHTIENT TO STRUCTURAL STEEL. (OLE55 NOTED) BACK PANEL NOTE: VY a 11/ 4' A325 REFER TO ERECTION BOLTS INSIDE CLOSURE PLANS FOR ALL PIECE MARKS. 912 e 1 W' S.D. SCREW ONE R EACN SUPPORT) 1/4-W a IN S.D. SCREW O' O. C. 'PBR' RCUF 3B' MASTIC IN PANEL 7V4' NOTE+ N7LD RACY PANEL UP 0 O V4' DFf R TRANSIT iRANSTT. TRIM (FL-4RA) TRY(. 0 V2' A P A307 BOLTS 2) I/2' a _' A121 DOLT 41WT W (2) WASHERS PER BOLT SEE BOLT 5CHEWLE) ENDWALL RAFTER PARAPET GIRT PARAPET PANEL PARAPET/ ENDWALL COLUMN 15ECTION AT ENDWALL PARAPET V ENDWALL RAFTER ON COLUMN FLANGE A `/ 1 Draxn b : ACI Standard Erection Manual WK Cha ter: 10 Section: 10.11 Drawin Fll A raved: Facades and Parapets BUILDING SYSTEMS INC KS Submitted: 1 30 09 Revised: FACADE FACADE LAP TRIM (FT2) USE 112 . 1 1/4' S.D. SCREWS TOP GIRT (ATTACH W I/4-14 ' 7A3' S.D. P IV O.C, AT ALL PANEL SCRD45 (IY O.C.) AT EACH LEG) ATTACHMENT TO STRUCTURAL STEEL. (UNLESS NOTED) Na In' '/4' A3Ti Rffn2 TO ERECnLN BOLTS PUNS FOR ALL RECE MARKS. PARAPET GIRT BACK PANEL INSIDE CLOSURE 1/4' NOTE: P12 . I V4' S.D. SCREW HOLD BACK PANEL W ONE p EACH SUPPORT) 1 114- OFF OF TRAN5ITNN V4-11.7/8' S.O. SCREW 12' O.C. 'PBR' ROOF 3/B' MASTIC IN PUEL BAI PARAPET PANEL 0 TRANSITKN TRIM (FL-49A) O O O V7 ' I' A307 BOLTS 0 BOLT SIZE PER ENGINEERING ENDWALL RAFTER PARAPET/ ENDWALL COLUMN PARAPET GIRT SECTION THROUGH E/W PARAPET W/RAFTER LOCATED IN GIRT LINE A%,,jL / T Draxn b : ACI Standard Erection Manual/f—I WK Chapter: 10 Section: 10.12 Drawin F12 Approved: Facades and Para ets BUILDING SYSTEMS INC KS Submitted: 130 09 Revised: 10 18 10 FACADE FACADE CAP TRIM (FT2) USE pIIS.D. SCREWS TOP GIRT - (ATTACH W 1/4-W . 7/B' S.D. P 1EE O.C. LE ALL PANEL SCREWS (12' OC.) AT EACH LEG) ATTACHMENT TO STRUCTURALSTEEL, MENT T NOTED) I NOTE: V2' . I V4' A325 Re. FOR ERECTIONEDLTsBA' PANEL PLAYS FOR ALL PIECE MARKS. PARAPET COLUMN 7M OE CL03VRE In' . V AWT OUTSIDE CLOSURE BOLTS (Typird- W 3/4' INSTIL ) I/4' NOTE: (TOP 1 60rTOM) HOLD BACK PANEL UP X12' _' S.O. TR OFT CF TRMSITKN) SLRp.N 6' O.C. TRIn. V4-N . 71W S.D. q2 . 2 5 D- SCREWSSCREW12' OC. ( 1.-0. O.C.) PARAPET ` GIRT PURLIN P A LIN WALL PANEL BOLT SIZE PER ENGINEERING WALL GIRT L R/F RAFTER R/F Laum SECTION AT HIGH -SIDE PARAPET Drawn b : ACI Standard Erection Manual A.C......T... WK Cha ter: 10 Section:10.11.1 Drawin : 1I1.1 A roved: Facades and Para ets BUILDING SYSTEMS INC KS Submitted: It 2 09 Revised: FACADE FACADE CAP TRIM (FT2) TOP GIRT ATTACH W 1/4-14 . 715' S.D. SCRB45 (R' O.C.) AT EACH LEG) In' ' 11/4' A325 BOLTS Bxk F—i NOTE: - \ HOLD BALK PANEL UP I/4' OFF CF TRANSITNN CLO" 771 I/4' S.D. SCREW) E.ERKRf)/ 4-EW S.D. GIRT CREW)00O2II/4' SDSCREW a' MASTIC OC.) CAI FTII_TR_AN TKK TRAM (FL-4 ) 101, VZ' . P A307 BOLTS PARAPET COLON oRAFTER 5A' . _ A325 BOLTS Stiff— (if.ada) 71: S IT— (NS/Fs) ENOW)ALL WILL PANEL COLON BN,l Pc 09^ WALL GIRT FII.I SECTION AT ENDWALL PARAPET A____,__]Approved: Draxn b : ACI Standard Erection Manual WK Cha ter: 1D Section: 10.13 Drawin F13 Facades and Para ets KS Submitted: l 30 09 Revised: 10 18 10 NOTE: USE 012' 1 1/4' 5.D. SCREWS FACADE FACADE LAP TRIM (FT2) REFER TO ERECTION p YC OG. AT ALL PANEL TOP GIRT (ATTACH W 114-14 . 7/A' S.D. PEAKS FOR ALL PIECE ATTACHMENT TO STRUCTURAL SCREWS (12' O.C.) AT EACH LEG) MARKS STEEL AT FACADE POST. BACK PANEL FACADESTUD V2' ' I V4' A325 BOLTS FSJI) INSIDE CLOSURE X12 . _' S.D. VALLEY GUTTER SCREW (i' O.C) 12 . _' S.D. SCREW (6' OC) 'PBR' ROOF PANEL I PURIIN, FACIAPANEL INSIDE CL05URE In' . I' W u4' MASTE 1' (TOP 1 BOTTOM) o A30B0.T5 X12 ' _' 5.D. 1O.C) EAVE STRUT (ATTACH WFACADE In' . 1 I/4' A325 ROTSGIRTrrFACADE V BEAM ( FB_X) BOLT 5DE PER 1 12E PER ENGINEERING ACADE BEAM (Fa-X) SEE ' F3' FOR CANOPY BEAM ATTACHMENT THROX. H WALL PANEL, BOT 51ZE PER4PAN EL OLT SIZE PER ENGINEERINGNGNEERING WF RAFTER In, X r A307H 7/V 5.D. R/P COLUMN BOLTSEW 12' O.C. TYP) SIDE CLOSURE VY ' I I/1' A325 BOLTS HEAD FACADE BOTCQM GIRT W/ 2- LIP (MF-X) SOFXX PROJECTION 6SECTICN THRCUGH 5TRAIGHT FACADE SCREW INS. THICK. LOCATED AT FLUSH 51DEWALL N@ K 1-1/4 3 W/ VALLEY GUTTER S 12K12' ' 1012 6 Drawn b : er Standard Erection Manual ACTWK Cha ter: ]0 Section: 10.14 Drawinj: F14 A roved: Facades and Parapets MILMNG SYSTEMS M. KS Submitted: 1 30 09 Revised: FACADE FACADE CAP TRIM (FTZ) AM7TE: IFiE Ap v 1 I/4' S.D. SC" TOP GIRT (ATTACH W V4-W • 7/1' S.D. REFER TO ERECTION P I2' O.C. AT ALL PANELSCREWS (7 O.C.) AT EACH LEG) PLANS FOR ALL PIECE ATTACNENT TO STRUCTURAL w' STEEL AT FACADE POST. BACK PANEL FACADE V4' NOTE: T W v 1 1/4' A325 BOLTS HOLD BACK PANEL WFPJI) 1/4' OFF OF TSIT,N) INSIDE LLDSURE RAN TRR. ATTACH FTI W U4 14 e7/5 S.D. SCREWS TWRU 3/C MASTIC FACIA 0 12 O.G. 'PBR' ROOF PANEL PANEL 412 + _' 5.D. SCREW (d' O.C) 4n v _' 5.D. PURLIN SCREW (G' OC) V2' t I. INSIDE CL055URE AW7 2' w 3/4' MASTIC BOLTS (TOP 1 BOTTOM) F71 4p EAVE STRUT - ATTACt SCREW (12' O.C) FACADE FL- NEC USING 1/2' X 1 V4' GIRT 1 A325 BOLTS I , 7/B' 5.D. SCREWSFACADE BOLT 54ZE PER 7- d O.C.) BEAMM ENGINEERING BOLT SOE PER `(Fa_K) BOLT SITE PER GUTTER i0 PANEL) ENGINEERING / ENGINEERING FACADE SEE 'F3' FOR CANOPT BEAM BEAR ATTACVA'MENT FB-. X) TI&OITJI WALL PANEL. BOLT SIZE PER DOLT5¢E PER EAGREERING ENGINEERING R/ P RAFI 1/ 4-14 t 7/B' S.D. 1/ 2' K I' SCREW W O.C. A30 ROTS OUTSIDE CLOSVRE SOFFIT PURLIN 412 t 1 V4' S.D. IF REO'D) 5CRD15 SOFFIT PANEL (0' D.C.) 1/ 2' • 1 1/4' A325 BOLTS HEAD TRIM FACADE BOTTOMMF-X) GIRT ( M -24 N V2' 1' A307 BOLTS RR COLUMN w 2' LIP (rlFxGI v JION THROUGH 5TRAIGU7 FACADE LOCATED AT BYPA55 51DEWALL W/ HANG -ON GUTTER Check List Applications for compliance with the Florida Building Code, Energy Conservation shall inc x This Checklist X 1 The full compliance report generated by the software that contains the project summary, compliance summary, certifications and detailed component compliance reports. X The compliance report must include the full input report generated by the software as contigous part of the compliance report. x0 Boxes appropriately checked in the Mandatory Section of the complaince report. EnergyGauge Summit@) FlalCom-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 1 of 20 PROJECT SUMMARY ShortDesc: C1117495 Description: Lots 12, Rand Yard Co Owner: Addressl: 611 Trestle Point City: Sanford Address2: State: FL Zip: 32771 Type: Office Class: New Finished building Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 1025 SF Conditioned & UnConditioned Area: 7965 SF No of Stories: 1 Area entered from Plans 1025 SF Permit No: 0 Max Tonnage 3.8 If different, write in: 4 Ton Unit Com ce Summary Component Design Criteria Result Gross Energy Cost (in $) 1,154.0 2,078.0 PASSED LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES No Entry PASSES No Entry PASSES No Entry Yes/ No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/ 27/2017 Page 2 of 20 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code / 11 Prepared By: Building Official: COMMERCIAL ENERGY RATER #749 Date: 11-27-17 Date: certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify (") that the system design is in compliance with the Florida Energy Efficiency Code Architect: Reg No: Electrical Designer: Reg No: Lighting Designer: Reg No: Mechanical Designer: Reg No: Plumbing Designer: Reg No: Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 3 of 20 Project: C1117495 Title: Lots 12, Rand Yard Commerce Center Type: Office WEA File: FL_ORLANDO_SANFORD_AIRPORT.tm3) Building End Uses I)Proposed 2) Baseline Total 74.60 157.50 1,154 2,445 ELECTRICITY(MBtu/kWhl$) 74.60 157.50 21852 46123 1,154 2,445 AREA LIGHTS 22.70 69.80 6664 20456 352 1,084 MISC EQUIPMT 29.30 29.30 8572 8572 453 454 PUMPS & MISC 0.00 0.00 6 6 0 0 SPACE COOL 22.30 23.10 6525 6767 345 359 SPACE HEAT 0.20 0.20 46 45 2 2 VENT FANS 0.10 35.10 39 10277 2 545 Credits Applied: None PASSES Passing Criteria = 2078 Design (including any credits) = 1154 Passing requires Proposed Building cost to be at most 85% of Baseline cost. This Proposed Building is at 47.2% EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 4 of 20 External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP W/Unit) or No. of Units (W) (VV) Sgft or ft) None Project: C1117495 Title: Lots 12, Rand Yard Commerce Center Type: Office WEA File: FL_ORLANDO_SANFORD AIRPORT.tm3) Lighting Controls Compliance Acronym Ashrae Description ID Area Design Min Compli- sq.ft) CP CP ance Offices Uncond Warehouse 17 Office -Enclosed 3 Storage & Warehouse - Bulky Active Storage 1,025 1 1 PASSES 6,940 3 3 PASSES PASSES Project: C1117495 Title: Lots 12, Rand Yard Commerce Center Type: Office WEA File: FL_ORLANDO_SANFORD AIRPORT.tm3) System Report Compliance AHU1 AHU1 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 46000 14.00 13.00 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Heat Pumps Air Cooled 45500 8.20 7.70 PASSES Heating Mode) Split System 65000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 1533 0.00 0.82 PASSES System -Supply Constant Volume Air Handling Air Handler (Return) - 1533 0.00 0.82 PASSES System - Return Constant Volume PASSES EnergyGauge Summit® FlalCom-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 5 of 20 Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None Project: C1117495 Title: Lots 12, Rand Yard Commerce Center 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] 0.95 0.94 PASSES PASSES 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] None EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 6 of 20 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 Fenestration C402.2.7 Envelope U-factor of opaque doors associated with the building thermal envelope meets requirements. Insulation C402.2.1.1 Envelope High-albedo roofs satisfy one of the following: X 3-year-aged solar reflectance >= 0.55 and thermal emittance >= 0.75, 3-year-aged solar reflectance index >= 64.0, initial year solar reflectance >_ 0.70 and thermal emittance — 0.75, or initial year solar Wattage C405.6 Exterior Lighting Exterior grounds lighting over 100 W provides >60 Im/W unless on motion sensor or fixture is exempt from scope of code or from external LPD. Wattage C405.4 Interior Lighting Exit signs do not exceed 5 watts per face. X 11 0 Wattage C405.2.3 Interior Lighting Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and separated from general lighting. HVAC C403.2.6 Mechanical Exhaust air energy recovery on systems meeting El 13 Table C403.2.6 SYSTEM —SPECIFIC C403.3.1,C403.3.1.' Mechanical Air economizers provided where required, 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 C403.3.1,C403.4.1 Mechanical Water economizers provided where required, meet the requirements for design capacity, maximum pressure drop and integrated economizer control. SYSTEM —SPECIFIC C403.4.1.4 Mechanical Economizer operation will not increase heating energy use during normal operation. SYSTEM —SPECIFIC C403.2.10.1 Mechanical HVAC fan systems at design conditions do not exceed allowable fan system motor nameplate hp or fan system bhp. SYSTEM —SPECIFIC C403.2.10.2 Mechanical HVAC fan motors not larger than allowable limits. 0 SYSTEM —SPECIFIC C404.2 Mechanical Service water heating equipment meets efficiency requirements. SYSTEM —SPECIFIC C403.2.3 Mechanical Centrifugal fan open -circuit cooling towers having 0 combined rated capacity = 1100 gpm meets minimum efficiency requirement: >=38.2 gpm/hp. 4yP Y e tYi'ry k} Air Leakage C402.4.7 Insulation C402.2.6 Plan Review C103.2 Envelope Vestibules are installed on all building entrances. Doors have self -closing devices. Envelope Slab edge insulation depth/length. Slab insulation extending away from building is covered by pavement or >= 10 inches of soil. Envelope Plans and/or specifications provide all information 130 El with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 7 of 20 Plan Review C103.2 Exterior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Wattage C405.6.2 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. Plan Review C103.2 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. HVAC C403.2.5.1 Mechanical Demand control ventilation provided for spaces 0 500 ft2 and >25 people/1000 ft2 occupant density and served by systems with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. HVAC C403.2.4.3 Mechanical Each zone equipped with setback controls using automatic time -clock or programmable control system. Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide 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 C103.2 Mechanical Plans, specifications, and/or calculations provide 13 0 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. SYSTEM —SPECIFIC C403.4.5 Mechanical Zone controls can limit simultaneous heating and cooling and sequence heating and cooling to each zone. SYSTEM —SPECIFIC C403.4.3.1 Mechanical Three -pipe hydronic systems using a common 0 return for hot and chilled water are not used. SYSTEM —SPECIFIC C403.4.3.2 Mechanical Two -pipe hydronic systems using a common distribution system have controls to allow a deadband —15 OF, allow operation in one mode for at least 4 hrs before changeover, and have rest controls to limit heating and cooling supply temperature to < 30 OF. SYSTEM —SPECIFIC C403.4.3.3.1 Mechanical Hydronic heat pump systems connected to a common water loop meet heat rejection and heat addition requirements. SYSTEM —SPECIFIC C408.2.2.2 Mechanical HVAC hydronic heating and cooling coils have means to balance and have pressure test connections. SYSTEM —SPECIFIC C403.4.2 Mechanical VAV fan motors —7.5 hp to be driven by variable speed drive, have a vane -axial fan with variable pitch blades, or have controls to limit fan motor demand. SYSTEM —SPECIFIC C403.4.2.1 Mechanical VAV fans have static pressure sensors positioned so setpoint —1/3 total design pressure. SYSTEM —SPECIFIC C403.4.2.2 Mechanical Reset static pressure setpoint for DDC controlled VAV boxes reporting to central controller based on the zones requiring the most pressure. SYSTEM —SPECIFIC C403.4.5.4 Mechanical Multiple zone HVAC systems have supply air 013 temperature reset controls. SYSTEM —SPECIFIC C403.4.3.4 Mechanical Hydronic systems greater than 300,000 Btu/h 11 designed for variable fluid flow. EnergyGauge Summit@) Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 8 of 20 SYSTEM SPECIFIC C403.4.3.4 SYSTEM —SPECIFIC C403.4.4 Plan Review C406 Plan Review Air Leakage Air Leakage Air Leakage Air Leakage Air Leakage Fenestration Fenestration Insulation Insulation Insulation Insulation - Insulation Insulation Insulation Insulation Insulation Insulation C402.3.2.2 Mechanical Temperature reset by representative building loads in pumping systems for chiller and boiler systems >300,000 Btu/h. 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. Project Plans, specifications, and/or calculations provide 11 0 all information with which compliance can be determined for the additional energy efficiency package options. Envelope Skylights in office, storage, automotive service, manufacturing, non -refrigerated warehouse, retail store, and distribution/sorting area have a measured haze value > 90 percent unless designed to exclude direct sunlight. C402.4.1,C402.4.2 Envelope The building envelope contains a continuous air 0barrierthatissealedinanapprovedmannerand either constructed or tested in an approved manner. Air barrier penetrations are sealed in an approved manner. C402.4.3,C402.4.4 Envelope Factory -built fenestration and doors are labeled 00 0 as meeting air leakage requirements. C402.4.1.1 Envelope All sources of air leakage in the building thermal 0 envelope are sealed, caulked, gasketed, weather stripped or wrapped with moisture vapor -permeable wrapping material to minimize air leakage. C402.4.6 Envelope Weatherseals installed on all loading dock cargo doors. C402.4.8 Envelope Recessed luminaires in thermal envelope to limit 0 infiltration and be IC rated and labeled. Seal between interior finish and Iuminaire housing. C303.1.3 Envelope Fenestration products rated in accordance with 0 0 NFRC. C303.1.3 Envelope Fenestration products are certified as to 0 0 performance labels or certificates provided. C303.2 Envelope Below -grade wall insulation installed per 0 manufacturer's instructions. C303.2 Envelope Slab edge insulation installed per manufacturer's 0 0instructions. C403.2.7,C408.2.8,( Envelope Exterior insulation protected against damage, 0 0 sunlight, moisture, wind, landscaping and equipment maintenance activities. C402.4.2.1 Envelope Roof R-value. For some ceiling -systems, 0- 01 0 verification may need to occur during Framing Inspection. C303.2 Envelope Roof insulation installed per manufacturer's 00 0 instructions. Blown or poured loose -fill insulation is installed only where the roof slope is < 3 in 12. C402.2.1 Envelope Skylight curbs are insulated to the level of roofs 0 0 0withinsulationabovedeckorR-5. C303.2 Envelope Above -grade wall insulation installed per 0 0 manufacturer's instructions. C303.2 Envelope Floor insulation installed per manufacturer's 0 instructions. C303.1 Envelope Building envelope insulation is labeled with 0 0 0 R-value or insulation certificate providing R-value and other relevant data. C303.2.1 Envelope Exterior insulation is protected from damage with 0 0 a protective material. Verification for exposed foundation insulation may need to occur during Foundation Inspection. EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 9 of 20 Insulation C402.2.1 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. Controls C405.2.4 Exterior Lighting Automatic lighting controls for exterior lighting installed. Controls C405.2.2.1 Interior Lighting Automatic controls to shut off all building lighting installed in all buildings. Controls C405.2.1.1 Interior Lighting Independent lighting controls installed per 11 13 0 approved lighting plans and all manual controls readily accessible and visible to occupants. Controls C405.2.1.2 Interior Lighting Lighting controls installed to uniformly reduce the lighting load by at least 50%. Controls C405.2.2.3 Interior Lighting Daylight zones provided with individual controls that control the lights independent of general area lighting. Controls C405.2.3 Interior Lighting Sleeping units have at least one master switch at 11 the main entry door that controls wired luminaires and switched receptacles. Controls C405.2.2.2 Interior Lighting Occupancy sensors installed in required spaces. El Controls C405.2.2.3 Interior Lighting Primary sidelighted areas are equipped with required lighting controls. Controls C405.2.2.3 Interior Lighting Enclosed spaces with daylight area under 11 0 skylights and rooftop monitors are equipped with required lighting controls. Controls C405.2.3 Interior Lighting Separate lighting control devices for specific uses installed per approved lighting plans. Controls C405.3 Interior Lighting Fluorescent luminaires within odd numbered lamp configurations that are with 10 feet center to center (if recess mounted) or are within 1 foot edge to edge (if pendant or surface mounted) shall be tandem wired. Wattage C405.5.2 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. HVAC C403.2.4.5 Mechanical Freeze protection and snow/ice melting system sensors for future connection to controls. HVAC C403.2.3 Mechanical HVAC equipment efficiency verified. Air Leakage C402.4.5.1 Envelope Stair and elevator shaft vents have motorized dampers that automatically close. Air Leakage C402.4.5.2 Envelope 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 C403.2.8.1 Mechanical Piping Insulation exposed to weather is protected 110 from damage (due to sun, moisture, wind, etc.). HVAC C403.2.7 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 C403.2.8 Mechanical Thermally ineffective panel surfaces of sensible El heating panels have insulation >= R-3.5. HVAC C403.2.7 Mechanical Ducts and plenums sealed based on static pressure and location. HVAC C408.2.2.1 Mechanical Air outlets and zone terminal devices have means for air balancing. HVAC C403.2.11 Mechanical Unenclosed spaces that are heated use only radiant heat. HVAC C403.2.4.1 Mechanical Heating and cooling to each zone is controlled by a thermostat control. HVAC C403.2.4.2 Mechanical Thermostatic controls have a 5 °F deadband. HVAC C403.2.4.2 Mechanical Temperature controls have setpoint overlap restrictions. EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 10of20 HVAC C403.2.4.3 Mechanical Automatic Controls: Setback to 55°F (heat) and 0 85°F (cool); 7-day clock, 2-hour occupant override, 10-hour backup SYSTEM SPECIFIC C404.3 Mechanical Temperature controls installed on service water heating systems (110 OF for dwelling units and lavatories in public restrooms and 90 OF for other occupancies.) SYSTEM SPECIFIC C404.4 Mechanical Automatic time switches installed to automatically 0 switch off the recirculating hot-water system or heat trace. SYSTEM —SPECIFIC C404.2 Mechanical Heat traps installed on non -circulating storage water tanks. SYSTEM —SPECIFIC C403.2.3 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. labeled for replacement only as per Footnote b to Table C403.2.3(3). SYSTEM SPECIFIC C403.4.2 Mechanical VAV fan >= 7.5 hp are driven by mechanical or electrical variable speed drive, or driven by vane -axial with variable speed blades, or operate with motor demand <=30% design kW at 50% design flow - calculations required SYSTEM —SPECIFIC C403.2.8 Mechanical HVAC piping insulation thickness. Where piping is installed in or under a slab, verification may need to occur during Foundation Inspection. SYSTEM —SPECIFIC C403.2.7.1.3 Mechanical Ductwork operating >3 in. water column requires air leakage testing. SYSTEM —SPECIFIC C403.4.3.5 Mechanical Reduce flow in pumping systems >10 hp to multiple chillers or boilers when others are shut down. SYSTEM —SPECIFIC C403.4.3.3.3 Mechanical Two -position automatic valve interlocked to shut off water flow when hydronic heat pump with pumping system >10 hp is off. SYSTEM SPECIFIC C403.4.6 Mechanical Condenser heat recovery system that can heat water to 85 OF or provide 60% of peak heat rejection is installed for preheating of service hot water in 24/7 facility, water cooled systems reject 6 MMBtu, SHW load > 1 MMBtu. SYSTEM —SPECIFIC C403.4.7 Mechanical Hot gas bypass limited to: 240 kBtu/h — 50% 240 kBtu/h — 25% SYSTEM —SPECIFIC C403.2.4.2 Mechanical Heating and cooling to each zone is controlled by a thermostat control. Minimum one humidity control device per installed humidification/dehumidification system. SYSTEM —SPECIFIC C403.2.4.3.3 Mechanical Systems include optimum start controls. SYSTEM —SPECIFIC C403.2.4.1.1 Mechanical Heat pump controls prevent supplemental electric resistance heat from coming on when not needed. SYSTEM —SPECIFIC C404.3 Mechanical Public lavatory faucet water temperature <=110°F. SYSTEM —SPECIFIC C404.5 Mechanical All piping in circulating system insulated SYSTEM —SPECIFIC C404.5 Mechanical First 8 It of outlet piping is insulated SYSTEM —SPECIFIC C404.5 Mechanical All heattraced or externally heated piping insula SYSTEM—SPECIFIC C404.6 Mechanical Controls are installed that limit the operation of a 0 recirculation pump installed to maintain temperature of a storage tank. SYSTEM SPECIFIC C404.7.1 Mechanical Pool heaters are equipped with on/off switch and 0 0 no continuously burning pilot light. SYSTEM —SPECIFIC C404.7.3 Mechanical Vapor retardant pool covers are provided for heated pools and permanently installed spas. SYSTEM —SPECIFIC C404.7.2 Mechanical Time switches are installed on all pool heaters 0 and pumps. Testing C408.2.3.2 Mechanical HVAC control systems have been tested to ensure proper operation, calibration and adjustment of controls. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 11 of20 Mandatory Additional C406 Project Efficient HVAC performance, efficient lighting system, or on -site supply of renewable energy consistent with what is shown the approved plans. Insulation C402.2.8 Project Bottom surface of floor structures incorporating radiant heating insulated to > R-3.5. t' i t SflC Ott 1 O T d l tiOi O SS' C*t f3ALC 1iiilG CCupalTi y h. q , rj Post Construction C408.3 Exterior Lighting Lighting systems have been tested to ensurefTi6d proper calibration, adjustment, programming, and operation. Post Construction C408.2.5.1 Interior Lighting Furnished as -built drawings for electric power 110systemswithin30daysofsystemacceptance. Post Construction C303.3,C408.2.5.2 Interior Lighting Furnished O&M instructions for systems and equipment to the building owner or designated representative. Post Construction C408.3 Interior Lighting Lighting systems have been tested to ensure proper calibration, adjustment, programming, and operation. Post Construction C408.2.5.1 Mechanical Furnished HVAC as -built drawings submitted within 90 days of system acceptance. Post Construction C303.3,C408.2.5.2 Mechanical Furnished O&M manuals for HVAC systems within 90 days of system acceptance. Post Construction C408.2.5.3 Mechanical An air and/or hydronic system balancing report is provided for HVAC systems. Post Construction C408.2.1 Mechanical Commissioning plan developed by registered 0 design professional or approved agency. Post Construction C408.2.4 Mechanical Preliminary commissioning report completed and certified by registered design professional or approved agency. Post Construction C408.2.5.4 Mechanical Final commissioning report due to building owner within 90 days of receipt of certificate of occupancy. Post Construction C408.2.3.1 Mechanical HVAC equipment has been tested to ensure proper operation. Post Construction C408.2.3.3 Mechanical Economizers have been tested to ensure proper operation. EnergyGauge Summit@ FlalCom-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 12 of 20 Input Data Report Project Information Project Name: C1117495 Project Title: Lots 12, Rand Yard Commerce Center Address: 611 Trestle Point Owner: Building Type: Office No.of Stories: 1 Bldg. Rotation: None State: FL Zip: 32771 Building Classification: New Finished building GrossArea (SF): 7,965 Zones No Acronym Description Type Area Multi Total Area sf] sf] 1 Offices Offices CONDITIONED 1025.0 1 1025.0 2 Uncond Uncond Warehouse UNCONDITIONED 6940.0 1 6940.0 Warehouse Spaces No Acronym Description Type Depth IN Width ft] Height Mutt IN Total Area Total Vol[cf] sf] In Zone: Offices 1 Offices Offices Office - Enclosed 42.71 24.00 10.00 1 1025.0 10250.0 In Zone: Uncond Warehouse 1 Uncond Wareh- Uncond Warehouse Storage & Warehouse - Bulky 51.41 135.00 20.00 1 6940.0 138800.0 Active Storage EnergyGauge Summit@ FlalCom-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 13 of20 Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire W] Ctrl pts In Zone: Offices In Space: Offices 1 Compact Fluorescent General Lighting 14 64 896 Occupancy sensor without 1 Daylighting 2 Compact Fluorescent Exit Sign 1 5 5 Security (continuous) 1 In Zone: Uncond Warehouse In Space: Uncond Warehouse 1 Compact Fluorescent General Lighting 20 64 1280 Occupancy sensor without 3 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] [ft] plier [sf] ation uctance Capacity [Ib/cf] h.sf.FBtu] Btu/h.sfFl [Btu/sfF] In Zone: Offices 1 Block, Interior Framed T24Wl]a 24.00 10.00 1 240.0 North 0.0855 0.665 9.37 11.7 R13 2 Block, Interior Framed T24Wlla 43.00 10.00 1 430.0 West 0.0855 0.665 9.37 11.7 R13 3 Block, Interior Framed T24Wlla 24.00 10.00 1 240.0 South 0.0855 0.665 9.37 11.7 R13 4 Block, Interior Framed T24Wlla 43.00 10.00 1 430.0 East 0.0855 0.665 9.37 11.7 R13 EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 14 of 20 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] IN plier [sf] In Zone: Offices In Wall: N Wall 1 Low-e storefront North No 0.9000 0.68 0.66 3.00 9.50 1 28.5 2 Low-e storefront North No 0.9000 0.68 0.66 6.70 9.50 1 63.7 In Wall: W Wall 1 Low-e storefront West No 0.9000 0.68 0.66 6.70 9.50 1 63.7 2 Low-e storefront West No 0.9000 0.68 0.66 4.00 6.00 2 48.0 3 Low-e storefront West No 0.9000 0.68 0.66 3.00 2.50 1 7.5 El 4 Low-e storefront West No 0.9000 0.68 0.66 3.00 7.00 1 21.0 El Doors No Description Type Shade? Width H (Effec) Multi Area Cond. Dens. Ht Cap. R IN [ft] plier [sf] Btu/h.sLF] [lb/cf] [Btu/sf. [h.sf.F/ F] Btu] In Zone: Offices In Wall: S Wall 1 Door Solid core flush No 3.00 7.00 1 21.0 0.3504 0.00 0.00 2.85 2.25) Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value IN IN plier sf]- [deg] Btu/h.Sf. F] [Btu/sf. F] [lb/cf] [h.sf.F/Btu In Zone: Offices 1 Flat, R30 T24R19a 24.00 42.71 1 1025.0 0.00 0.0466 0.85 7.28 21.5 EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 15 of 20 Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multi- Area Total Area Btu/hr sf F] [ft] [ft] plier [Sfl [Sf] In Zone: In Roof: Floors n No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value ft] [11] plier [sf] [Btu/h.sf.F [Btu/sE F] [Ib/cf] [h.sf.F/Btu In Zone: Offices 1 Slab on grade 1 ft. soil, concrete 24.00 42.71 1 1025.0 0.2681 34.00 113.33 3.73 floor, carpet and rubber pad Systems AHU1 AHU1 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 1 Component Category Capacity Efficiency LPLV 1 2 3 4 Cooling System Heating System Air Handling System -Supply Air Handling System - Return 46000.00 14.00 8.00 45500.00 8.20 1533.00 0.00 1533.00 0.00 EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 16 of 20 Plant Equipment Category Size Inst.NdEff. IPLV Water Heaters W-Heater Description Capacity Cap.Unit UP Rt. Efficiency Loss 1 Electric water heater 20 [Gal] [kW] 0.9500 [Ef] Btu/h] Ext-Lighting Description Category No. of Watts per Lumin- Lumin- aires aire Area/Len/No sVft/No] Control Type Wattage W] El Piping No Type Operating Insulation Temp Conductivity F] [ Btu-in/h.sf.F] Nomonal pipe Diameter in] Insulation Thickness in] Is Runout? El Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance Btu/h.sf.F] ASHULDb1C1rM User Defined tl-Oth frm 2 0.9000 0.6800 0.6600 EnergyGauge Summit@) Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 17of20 Materials Used Mat No Acronym Description Only R-Value Used RValue h.sLFBtul Thick IN Cond- uctivity Btu/h.ft.F Density lb/cfJ Sp. Heat Btu/1b.F] 187 Mat1187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 BOARD,1 /21N 178 Matl178 CARPET W/RUBBER PAD Yes 1.2300 265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 279 Mat1279 Solid core flush (2.25") Yes 2.8537 244 Mat1244 PLYWOOD, 1/21N No 0.6318 0.0417 0.0660 34.00 0.2900 82 Mat182 ASPHALT -SHINGLE AND Yes 0.4400 SIDING 420 Mat1420 0.875 in. Stucco No 0.1822 0.0729 0.4000 16.00 0.2000 91 Matl91 BUILDING PAPER, Yes 0.0600 PERMEABLE FELT 404 Mat1404 R-11 Generic Insulation No 11.0000 0.2401 0.0218 0.30 0.2000 407 Mat1407 R-19 Generic Insulation No 19.0000 0.4147 0.0218 0.30 0.2000 77 Mat177 AIR LAYER, 3/41N TO 41N, Yes 0.8700 HORIZ. ROOFS EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 18 of20 Constructs Used No Name Simple Massless Conductance Heat Cap Density RValue Construct Construct Btu/h.sLF [ ] [Btu/sf.F] Ib/cfJ hsf.FBtu] 1048 T24WIIa No No 0.09 0.66 9.37 11.7 Layer Material Material Thickness Framing No. R Factor 1 420 0.875 in. Stucco 0.0729 0.000 2 91 BUILDING PAPER, PERMEABLE FELT 0.000 3 404 R-11 Generic Insulation 0.2401 0.000 4 187 GYP OR PLAS BOARD,1/2IN 0.0417 0.000 No Name Simple Massless Conductance Heat Cap Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] lb/cf] h.sf.FBtu] 1052 T24R19a No No 0.05 0.85 7.28 21.5 Layer Material Material Thickness Framing No. N Factor 1 82 ASPHALT -SHINGLE AND SIDING 0.000 2 91 BUILDING PAPER, PERMEABLE FELT 0.000 3 244 PLYWOOD, 1/21N 0.0417 0.000 4 77 AIR LAYER, 3/41N TO 4IN, HORIZ. 0.000 ROOFS 5 407 R-19 Generic Insulation 0.4147 0.000 6 1 R7 GVP C)R PLAR RC)ART) 1/')TN n nd1 '7 n nnn n No Name Construct Construct 1104L -Ap Btu/h.sEF] [Btu/sEF] VIIMLJ' lb/cf] I%Vnluv h.sLFBtu] 1057 1 ft. soil, concrete floor, carpet and No No 0.27 34.00- 113.33 3.7 rubber pad Layer Material Material Thickness Framing No. ft] Factor 1 265 Soil, 1 ft 1.0000 0.000 2 48 6 in. Heavyweight concrete 0.5000 0.000 3 178 CARPET W/RUBBER PAD 0.000 EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 19 of 20 No Name Simple Massless Conductance Heat Cap Density RValue Construct Construct Btu/h.sLF] [Btu/sLF] Ib/cf] [h.sLFBtu] 1058 Solid core flush (2.25) No Yes 0.35 2.9 Layer Material Material Thickness Framing No. IN Factor 1 279 Solid core flush (2.25 ") 0.000 EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 11/27/2017 Page 20 of 20 Dore, a wt.% bows P L -7237— R$ GENERAL NAG; . 1. THIS PRODUCT HAS BEEN TESTED, ANALYZED & APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE 'ALLOWABLE DESIGN PRESSURE TABLES)". 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE . 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & SHALL NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4.. THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) INCLUDING HIGH VELOCITY HURRICANE ZONES (WHZ). S. THIS PRODUCT IS NON -IMPACT RATED & MUST BE SHUTTERED WITH A FLORIDA CODE APPROVED SHUTTER WHERE REQUIRED BY CODE. B. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 7. DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, A DIRECTIONAUTY FACTOR OF Kd = O.BS MAY BE APPUED PER THE ASCE-7 STANDARD. B. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE 9. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/OA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. THESE DRAWINGS SHOW ALL APPLICABLE ELEVATION, COMBINATION,. INSTALLATION & COMPARATIVE ANALYSIS CONDITIONS AS DETERMINED THROUGH TESTING & ENGINEERING RATIONAL ANALYSIS. PRODUCT ASSEMBLY SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 10. CERTIFICATION OF THIS PRODUCT SHALL BE CONSIDERED VOID IF IT B INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT OR IF IT IS INSTALLED 8Y ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. FRAME ANCHOR REQUIREMENTS TABLE FRAME & SILL ANCHORS OPENING TYPE JAMB TO OPENING MINIMUM MINIMUM SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. MIN. 2X_ WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) NO. 12 SMS SCREW 1 3/13' 3/4" MIN. .18 GA. 33 KSI METAL STUD 1/4-20 SELF TAPPING SCREW FULL 1/2" MIN. 1/8" THK A36 STEEL 1/4-20 SELF TAPPING SCREW OR 1/4' THRU-BOLT FULL 1/2" 2)C-90 CMU 0) 1/4" CONCRETE SCREW 1 1/4" 2 1/2' 3000 PSI CONCRETE 1) 1/4" CONCRETE SCREW 1 3/4' 2 1/2" OICONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), ITN RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). 2) CMU IS APPLICABLE AT SIDES ONLY. CORNER & FRAME END CONSTRUCTION FRAME HAD CORNER: HEAD IS SQUARE CUT, BUTTED TO SIDE, FASTENED WITH 4 NO. 12 X 1 1/8''PPHFT TYPE AB FASTENERS THROUGH THE SIDE MEMBER INTO THE HEAD MEMBER SCREW SPUNES & SEALED WITH SILICONE. FRAME SILL CORNER, SILL IS SQUARE CUT, BUTTED TO SIDE, FASTENED WITH 2 N0. 42 X 1 1/8' PPHFT TYPE AB FASTENERS THROUGH THE SIDE MEMBER INTO THE SILL MEMBER SCREW SPUNES & SEALED WITH SILICONE. 6Q$IZOMAL FRAME MULLION ENDMUN MULLION IS SQUARE CUT, BUTTED TO SIDE, FASTENED WITH 2 NO. 12 X 1 1/8, PPHFT TYPE AB FASTENERS THROUGH THE SIDE MEMBER INTO THE MULLION MEMBER SCREW SPLINES & SEALED WITH SILICONE DOOR TRANSOM MULLION END, SEE SECTIONS E1/6• E2/7 & E3/7. DOOR HEAD FRAME CORNERS SEE SECTIONS Li/B. L2/8 & L3/8. DOOR SILL CORNER: THRESHOLD WAS SQUARE CUT, BARED TO THE SIDE, SECURED TO THE SIDE MEMBER USING A PIVOT ASSEMBLY OR STEEL CUP & SEALED WITH SILICONE. DOOR PANEL TOP RAILIL CORNERS AT EACH TOP CORNER, THE TOP RAIL END IS SQUARE CUT, BUTTED, AND ATTACHED TO THE VERTICAL STILE BY MEANS OF A 1.094" LONG WELD CLIP (KAWNEER PART 12DO-450, #200-452, OR 0200-453). EACH WELD CUP IS ATTACHED TO THE VERTICAL STILE USING, TWOU) 1/4-20 X 3/4' PHMS THAT PASSED THROUGH THE DOOR STILE AND ARE THREADED INTO 3/16' THICK STEEL NUT PLATES. THE INTERSECTION OF EACH CORNER JOINT WAS WELDED USING ONE(1), 1/2' DIAMETER PLUG WELD AND ONE(I). 1/4' X 1 1/8' FILLET WELD THAT ARE APPUED TO BOTH WEBS OF THE TOP RAIL DOOR PANEL BOTTOM RAIL CORNERS, AT EACH BOTTOM CORNER, THE BOTTOM RAIL ENO IS SQUAREBUTTED, AND ATTACHED TO THE VERTICAL STILE BY MEANS OF A 1.C94" LONG WELD CUP (KAWNEER PART #200-451 OR #200-459). EACH WELD CUP IS ATTACHED TO THE VERTICAL STILE USING, TWO(2) 1/4-20 X 3/4" PHMS THAT PASSED THROUGH THE DOOR STILE AND ARE THREADED INTO 3/16" THICK STEEL NUT PLATES. THE INTERSECTION OF EACH CORNER JOINT WAS WELDED USING ONE(1), 1/2' DIAMETER PLUG WELD AND ONE(I), 1/4" X 1 1/8" FILLET WELD THAT ARE APPLIED TO BOTH WEBS OF THE TOP RAIL 1 3/4" OR 4 1/2" 6" MAX. 6" MAX. T_ MAX, F F7 x w F2 7 w 16°L O.C. AT FIRE[ nl PANEL SIDES n 7 6" MAX. 1 3/4" 52 1/2" MAX. 52 1/2" MAX. 52 1/2" MAX. OR 4 1/2" 1 3/4" OR 4 1/2" 1 3/4" OR 4 1/2" $ ? 20" O.C. SEE MULLION END CONNECTION DETAILS ON MAX. SHEET 2 FOR ANCHOR A / _( QUANTITY OPTIONS 4 G1 7 G2 v C5 o MULLION LOAD MAX. WIDTH MULLION LOAD 57") (MAX. WIDTH 57 WINDOW WINDOW WINDOW Ffl CENTERLINE CENTERLINE CENTERLINE SEE MULLION rn END 52 1/2" MAX. D.L.O. CONNECTION I T.p) DETAILS ON 2 FOR C1 C2 SHEET ANCHOR OPTIIOSY 20I I f " D.G. _I f MAX. TYR FRAME ANCHOR EXTERIOR EXTERIOR ELEVATION WHERE SHOWN. SEE MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY FRAME ANCHOR SCALE: 1/2"=1'-0" ON HIS FNT`ISHEET TFO F" MUKIIUNTAL- ,IAUKINL, & UV ON THIS SHEET FOR REQUIREMENTS. PANELS IS UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN. EVALUATION OF THIS PRODUCT IS BASED ON APPLICABLE STANDARDS AND/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THIS EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING 15 COMPLETED ON THIS PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE. THE MANUFACTURER SHALL CONFIRM WITH THE EVALUATION ENGINEER OF RECORD THAT EVERYTHING SPECIFIED HERE -IN IS CURRENT WITH ALL CURRENT TESTING. CODES AND APPLICABLE STANDARDS. ALLOWABLE DESIGN PRESSURE SEE LOAD TABLES ON SHEET 5 r " f`6 r F TNESE DRAWINGS PRE APPLICABLE ONLY TO THE PRODUCT PECIFIED. THEY MAY NOT BE USED FOR THE ASSEMBLY AND/OR INSTALLATION OF ANY OTHER PRODUCT NOR MAY EY BE USED FOR RATIONAL AND/OR LOCAL APPROVAL ANY PRODUCT NOT PRODUCED BY THE MANUFACTURER Li ono oo MT U = a W IyI Oo w0Ur 3 viz,n z T NO. OF 11 1 3/4" OR 52 1/2" MAX. 52 1/2" MAX. 4 1/2- SEE MULLION END 1 3/4" OR 4 1/2" CONNECTION DETAILS ON THIS SHEET FOR ANCHOR 20" MAX I I I I I I QUANTITY OPTIONS__",. I I O.C. i 96" MAX. WITH TRANSOM MULLION PART #7 OR 8 84" MAX. WITH TRANSOM MULLION PART #5 OR 6 1 3/4" SEE TRANSOM MULLION END NOTE BELOW) 1 3/4" 6" MAX. 16" MAX. O.C. AT DOOR TRANSOM 6 I 6" MMAX. DOOR CENTERLINE VI K P 7 I 7 9 G2 52 1/2" AX. D.L.O. 7 NFORM OP TYP.) I DOOR ELEVA MULLION LOAD MAX. WIDTH MULLION LOAD 577 (MAX. 76")= WIDTH 66 67 68 69 0 71 WINDOW CENTERLINE WINDOW CENTERLINE LOCKmreMs 8 \ oPPOSRE INZEPRESSURE & NOT SHOWN, SEE IONS ON SHEET 5 9 I I / TO 3" 2" 2" MULLION END CONNECTION DETAIL CONNECTION TYPETYPE "A") 2 ANCHORS EACH SIDE OF MULLION) 2., 2„ MULLION END CONNECTION DETAIL CONNECTION TYPE "B") 3 ANCHORS EACH SIDE OF MULLION) L I I 2., 2.. MULLION END CONNECTION DETAIL 6" MAX. (CONNECTION TYPE "C" ) 16" MAX O.C. AT DOOR SIDES 2" MAX. 1 .1- 1,,, I III / <U l IIII 20" O.C. 6" MAX. -I 4 ANCHORS EACH SIDE OF MULLION) F \ MAX. ` 2 4.5" SEE MULLION END CONNECTION — TYP. FRAME ANCHOR WHERE SHOWN. DETAILS ON THIS SHEET FOR ANCHOR SEE "FRAME ANCHOR REQUIREMENTS 32 4.5 5" MAX. QUANTITY OPTIONS TABLE" ON SHEET 1 FOR CUP 31 DOOR SILL EXTERIOR ELEVATION REQUIREMENTS. STORE FRONT ASSEMBLY WITH DOORS & TRANSOM (NOTE: DOOR SILL ANCHORS INCLUDE TRANSOM MULLION NOTE: WHEN TRANSOM MULLION PART #5 SCALE: 1 2'=1'-0" 9 TOTAL AT DOUBLE DOORS & 3 TOTAL AT SINGLE DOORS AS SHOWN) OR 6 IS USED, MULLION SPAN IS NOTE: 1) FIXED PANELS MAY BE PLACED ON ONE OR BOTH SIDES OF DOORS. . LIMITED TO MAX. 84". WHEN 2) DOORS MAY BE SINGLE OR DOUBLE DOORS. THREE(3) 3/B" WEDGE/SLEEVE TRANSOM MULLION PART #7 OR 8 ANCHORS WITH MIN. 2 1/2" EMBED DOOR JAMB/MULLIO SIdt cdHOR CaISUSED, MULLION SPAN MAY BE UP TO MAX. 96". SEE PARTS ALLOWABLE DESIGN PRESSURE AND 2 1/2" EDGE DISTANCE GALVANIZED STEEL OR S.S. MULLION END CONNECTION DETAIL o•:• DRAWINGS FOR MULLION PARTS. I SEE LOAD TABLES ON SHEET 5 RAMSET/RED HEAD DYNABOLT, HILTI AT DOOR SIDE JAMB MULLION) KWIK-BOLT 3 OR POWERS RAWL POWER BOLT) NOTE: THIS MULLION END CONNECTION IS s ." cyNOTHESEDOORUNITSARENOTAPPROVEDFORUSEWHEREWATERINFILTRATIONTE: EQUIVALENT IN PRESSURE CAPACITY TO C". RESISTANCEISREQUIREDBYTHEDOORUNLESSTHEUNITSAREINSTALLEDINCONNECTIONTYPENON - HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER 3pg INFILTRATION OR THE UNITS ARE INSTALLED AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE -BY THE OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC. z 00 ixwCL ED 5< 38 2 or 1 v- oMww BY: CHECKED W. k.vs w.ws 1 3/4" v Dt: wiu OR 52 1/2" MAX. 52 1/2" MAX. 96" MAX. 1 3/4" 4 1/2" SEE MULLION END CONNECTION DETAILS ON 1 3/4" or 4 1/2" 1 3/4" DOOR 6" MAX. 3 SHEET 2 FOR ANCHOR 20" MAX. CENTERUNE QUANTITY OPTIONS O.C. Lt L2 L3 16" O.C. 6 8 8 8 MAX. 6" MAX. 11 52 1/2" MAX. D.L.O. \ TYP.) / I OPP SRE G1 K P I N1 7 16" MAX. a 7 9 I 8 G2 66 67 58 N2 O.C. AT DOOR7I697071IN3SIDES 1 2 LOCK SYSTEMS 2" 3 ono MAX. U 'n Z N MULLION LOAD WIDTH MULLION LOAD WIDTH I / p go MAX. 57") (MAX. 1) Lo, a rn iii ffi 0 0 e^ WINDOW WINDOW FOR DOOR SIZE, PRESSURE CENTERLINE CENTERLINE M INFORMATION NOT SHOWN, SEE In z 8 DOOR ELEVATIONS ON SHEET 5 C1 C2 / 2 6 6 1 II 6" MAX. of Q J 20" O.C. / } 6" MAX--, - rn MAX. u'L-2 Q zro TYP. FRAME ANCHOR WHERE SHOWN. a fro EE MUWON END CONNECTION m SEE "FRAME ANCHOR REQUIREMENTS Lwd + DETAILS ON SHEET 2 FOR ANCHOR I -- v N QUANTITY OPTIONS TABLE" ON SHEEP 1 FOR o n REQUIREMENTS. Z a wSEXTERIORELEVATION (NOTE: DOOR SILL ANCHORS INCLUDE O m STORE FRONT ASSEMBLY WITH DOORS & NO TRANSOM 9 TOTAL AT DOUBLE DOORS & 3 v z TOTAL AT SINGLE DOORS AS SHOWN.) m5 w SCALE: 1/2"=1'-0' a o o NOTE: 1) FIXED PANELS MAY BE PLACED ON ONE OR BOTH SIDES OF DOORS. a Z g"a 2) DOORS MAY BE SINGLE OR DOUBLE DOORS. o N 3 d s ALLOWABLE DESIGN PRESSURE SEE LOAD TABLES ON SHEET 5 n1NOT :THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REQUIRED BY THE DOOR UNLESS THE UNITS ARE INSTALLED IN NON -HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER asINFILTRATIONORTHEUNITSAREINSTALLEDATLOCATIONSPROTECTEDBYACANOPYOR OVERHANG WHERE -BY THE OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC.'s CyC`/d`°"°°°c¢. DRAWING REV. 1431 E SHEEP NO. 3 OF 11 DwWN sr: CH-0 er: kVS W.WS 48 1/16" MAX. WITH WIDE HDT: ah; STILES & RAILS, 36 1/16" MAX. WITH 96" MAX. WITH WIDE STILES & RAILS, NARROW STILES & RAILS 72" MAX. WITH NARROW STILES & RAILS L1 l2 L3 DOORCEMERUNE J B 8 8 6" MAX. 81 82 8 160CAX. -I 6„ MAX. 16' MAX. IzO.C. 1 9 6" MAX. 6" MAX. J I OP SITE C I OP P SITE P \ y N1 y vi a kl 9 I \ 87 16" MAX. 4 vi R \ 8 v 16" MAX. o a o 66 67 68 N2 O.C. AT u J 9 I \ 2 O.C. AT I 8 DOOR NJ E- I 8 DOOR o y o 69 70 71 I SIDES ti y o I SIDES 3 '^ N3 9 ULOCKSYSTEMSSN33 w - N wow W< 9 9 9 a0 ¢ J< I < zor- rn 3¢ v~i I 3 .pow 3 3 a \ o f MAX. 3 3 3< I° 66 67 68 LOCK MAX. aq 0 0 z I / IYP. FRAME ANCHOR N = ^ z I 69 70 77 sYSTEMs 1 0 _ c r 37 3/4" MAX. i 28 1/2° MAX. WHERE SHOWN. SEE ° o 0iTYP. FRAME ANCHOR w 3 I D.L.O. WITH 'FRAME ANCHOR 3 I 28 1/2 MAX' WHERE SHOWN. SEE C1m ° 3 D.L.O. WITH WIDE O = 3 D.L.O. WITH STILES & RAILS I NARROW "FRAME ANCHOR oREQUIREMENTSTABLE" NARROWSTILES &RAILS n zONSHEEP1FOR '" I STILES &RAILS REQUIREMENTS TABLE" dY M // I REQUIREMENTS. o^ I M / ON SHEET 1 FOR 8 (NOTE: DOOR SILL m B / I REQUIREMENTS. ANCHORS INCLUDE 9 —L ( NOTE: DOOR SILL w II TOTAL AT DOUBLE DOORS I ANCHORS INCLUDE 9 0 6" & 3 TOTAL AT SINGLE 6 MAX. TOTAL AT DOUBLE DOORS in DOORS AS SHOWN.) } & 3 TOTAL AT SINGLE c., L}''p'I' 6" MAX. - 6" MAX. DOORS AS SHOWN.) d z LL1L 2. m z g x EXTERIOR ELEVATION EXTERIOR ELEVATION Z a 82.i DOUBLE DOOR ASSEMBLY SINGLE DOOR ASSEMBLY a e SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-O" On 0w ALLOWABLE PRESSURE _ +/-65 PSF ALLOWABLE PRESSURE _ +/-65 PSF =3 0u3'.S NOTE: THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION \4qPa RESISTANCE IS REQUIRED BY THE DOOR UNLESS THE UNITS ARE INSTALLED IN r „ NON - HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER .' ;' ` per° U , a r o.< INFILTRATION OR THE UNITS ARE INSTALLED AT LOCATIONS PROTECTED BY A CANOPY OR v _ OVERHANG WHERE -BY THE OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC. °Ta 25 v b ° .... 9. 9n ° ..... 3 rFdb6e Aeb",, IN 1431 E SHEET NO. 4 of 11 VERTICAL MULLION LOAD TABLE MULLION 'A7 VERTICAL MULLION LOAD TABLE MULLION "Bj VERTICAL MULLION LOAD TABLE MULLION 'Cl VERTICAL MULLION LOAD TABLE MULLION 'D) GLASS LOAD TABLE ovum W. PO:Ps cH EO V. n4DAYLIGHTOPENING (O.L.O.) ALLOWABLE UNREINFORCED FIXED PANEL VERTICAL MULLION FIXED PANEL VERTICAL MULLION REINFORCED WITH SINGLE CHANNEL DOOR JAMB VERTICAL MULLION REINFORCED WITH SINGLE CHANNEL DOOR JAMB VERTICAL MULLION REINFORCED WITH TWO CHANNELS MnxIMUM LONG4 SIDE MAXIMUMSHORTSIDE PRESSURE MAXIMUMMULLIONSPANIN.) MAXIMUMLOADWIDTHIN.) ALLOWABLE CONNECTION A' PSF) PRESSURE CONNECTION B" PSF) PSF CONNECTION C" PSF) MAXIMUMMULLIONSPANIN.) MAXIMUMLOADWIDTHIN.) ALLOWABLE CONNECTION A. PSF) PRESSURE (+ CONNECTION B' PSF) PS CONNECTION G' Pso MAXIMUMMULLIONSPANIN.) MAXIMUMLOADWIDTHIN.) ALLOWABLE CONNECTION A' PSF) PRESSURE CONNECTION B' PSF) P CONNECTION C' PSO MAXIMUMMULLIONSPANIN.) MAXIMUMLOADWIDTHIN.) AU-OWABLE CONNECTION A. PSO PRESSURECONNECTION B" PSF) PS CON CTION C. PSF) cuss oPnoN 1 a g6.0 34.0 65.0 93.5 52.5 65.0 57 42.1 47.6 47.6 51 47.0 53.2 53.2 86 45 53.3 60.3 60.3 39 61.5 65.0 65.0 33 65.0 65.0 65.0 57 45.2 59.1 59.1 80 51 50.5 55.0 65.0 45 57.3 - 65.0 65.0 39 65.0 65.0 65.0 57 48.9 65.0 65.0 74 51 54.6 65.0 65.0 45 61.9 65.0 65.0 57 53.2 65.0 65.0 68 51 59.5 65.0 65.0 45 65.0 65.0 65.0 r 57 58.7 65.0 65.0 65.0 65.0 65.0 57 64.6 65.0 65.0 MULLION "A" = VERTICAL MULLION BETWEEN FIXED PANELS WITH NO REINFORCEMENT MULLION "B" = VERTICAL MULLION BETWEEN FIXED PANELS WITH ONE(1) CONTINUOUS STEEL CHANNEL FOR REINFORCEMENT MULLION "C" =VERTICAL MULLION BETWEEN DOORS AND FIXED PANELS WITH ONE(1) CONTINUOUS STEEL CHANNEL FOR REINFORCEMENT. MULLION 'D" =VERTICAL MULLION BETWEEN DOORS AND FIXED PANLES WITH TWO(2) CONTINUOUS STEEL CHANNELS FOR REINFORCEMENT. LOAD TABLE NOTES: 1. THE LESSER OF THE LOADS DETERMINED FROM THE MULLION LOAD TABLES AND THE GLASS 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 E130D STANDARD. 3. ALL LOADS IN THE MULLION LOAD TABLES HAVE BEEN DETERMINED BASED ON THE WEAKEST CONDITION OF USING THE 1 3/4" WIDE FRAMING MEMBERS. IT IS POSSIBLE THAT THE ALLOWABLE LOADS MAY INCREASE WITH USE OF THE 4 1/2" WIDE FRAMING MEMBERS, BUT CONSIDERATION OF THIS INCREASE IS NOT APPLICABLE TO THIS APPROVAL. INCREASE IN MULLION LOADS DUE TO USE OF THE 4 1/2" FRAMING MEMBERS SHALL BE REVIEWED AND CERTIFIED BY A FLORIDA LICENSED ENGINEER UNDER A JOB SPECIFIC APPROVAL. 123.5 57 29.3 59.6 59.5 76 27.7 56.8 59.9 123.5 76 22.0 45.1 47.9 GLASS OPTION 2 z 51 32.7 65.0 65.0 72 29.2 60.0 63.2 72 23.2 47.6 50.5 96.0 34.0 65.0 45 37.1 65.0 65.0 66 31.9 65.0 65.0 68 25.3 51.9 55.1 93.5 38.5 65.0 39 42.8 65.0 65.0 60 35.1 65.0 85.0 60 27.8 57.1 60.5 87.0 41.5 65.0 33 50.6 65.0 65.0 98 54 39.0 65.0 55.0 54 30.9 83.5 65.0 81.0 44.5 65.0 27 81.8 85.0 65.0 48 43.8 65.0 65.0 48 34.6 65.0 65.0 75.0 48.0 65.0 21 65.0 65.0 65.D 42 50A 65.0 65.0 42 39.8 65.0 65.0 69.0 52.5 65.0 120 57 30.1 61.9 65.0 36 58.4 65.0 65.0 36 46.4 65.0 65.0 GLASS OPTION 3 51 33.7 65.0 65.0 30 65.0 65.0 65.0 30 55:7 65.0 65.0 93.5 18.0 65.0 45 38.2 65.0 65.0 76 315 64.8 65.0 24 65.0 65.0 65.0 87.0 19.5 65.0 W Z W O, O n L IZ Z 0O DO 4 c o OI OU n I c.y O cU 1- z n 39 44.1 65.0 65.0 72 33.3 65.0 65.0 120 78 22.8 48.4 52.2 81.0 21.0 65.0 33 52.1 55.0 65.0 66 36.3 65.0 65.0 72 23.9 49.6 55.1 75.0 23.0 65.0 27 63.6 55.0 65.0 86 50 40.0 55.0 55.0 66 26.0 53.5 60.1 69.0 25.0 65.0 21 65.0 65.0 65.D 54 44.4 65.0 65.0 60 28A 58.8 65.0 63.0 27.0 65.0 108 57 33.5 65.0 65.0 48 50.0 65.0 65.0 54 31.8 65.0 65.0 57.0 30.0 65.0 51 37.4 65.0 65.D 42 57.1 65.0 65.0 48 35.8 65.0 65.0 46.0 37.0 65.0514542.4 65.0 65.D 35 65.0 65.0 65.0 42 4G9 65.0 65.0 43.0 40.0 65.0 39 49.0 65.0 65.0 1 76 33.1 65.0 63.0 38 47.7 65.0 65.0 GLASS OPTION is 1/4" TEMPERED PANES CLASS OPTION 2: 1/4" H.S. PANES G OPTION 3' 1/4' AN. PANES 3 57.9 65.0 65.0 72 34.9 65.0 55.0 30 57.3 65.0 55.0 27 65.0 65.0 65.0 66 38.1 65.0 65.0 24 65.0 65.0 65.0 96 57 36.9 65.0 65.0 82 60 41.9 65.0 65.0 o6 76 25.1 51.6 58.0 51 41.3 fi5.0 65.0 54 a6.6 fi5.0 65.0 72 26.5 54.4 61.2 45 46.8 65.0 65.0 46 52.4 65.0 65.0 66 28.9 59.4 65.0 39 54.0 65.0 65.0 42 59.9 65.0 65.0 60 31.8 55.0 65.0 33 63.8 65.0 65.0 36 65.0 65.0 85.0 54 35.4 65.0 65.0 NOTE: GLASS SHALL MEET ALL REQUIREMENTS OF CHAPTER 24 OF THE FLORIDA BUILDING CODE FBC) INCLUDING ALL APPLICABLE SAFETY REQUIREMENTS. 27 65.0 65.0 65.0 57 46.9 65.0 65.0 48 39.8 65.0 65.0 86 57 42.1 85.0 65.0 51 54.6 65.0 65.0 42 45.5 65.0 65.0 s1 47.0 65.0 65.0 74 45 61.9 ss.o 65.0 36 53.0 0.0 65.0 45 53.3 65.0 65.D 39 ss.o 65.0 65.0 3o s3.s 65.0 65.0 o V' OzmO m v E x Zidx W 1 a S z B Z Rai W v, 30 3 39 61.5 65.0 65.D 57 53.2 65.0 65.0 24 65.0 65.0 65.0 33 65.0 65.0 65.D 68 51 59.5 65.0 Bs.0 96 7B 27.7 56.8 63.9 yOC "AEI a °••''"°' U 7 °ate yd°• ,• °" SO 57 45.2 65.0 65.0 45 65.0 65.0 65.0 72 29.2 60.0 65.0 51 50.5 65.0 65.0 57 58.3 65.0 65.0 65 31.9 55.0 65.0 45 57.3 65.0 65.D 62 51 65.0 65.0 65.0 60 35.1 65.0 65.0 39 65.0 65.0 65.0 56 57 64.6 65.0 1 65.0 54 39.D 65.0 65.0 74 s7 4a:9 65.0 065.... 48 43 8 65 0 6s 0 51 546 650 650 42 501 650 650 45 61.9 65.0 65.0 36 58.4 65.0 65.0 39 65.0 65.0 65.0 30 65.0 65.0 65.0 68 s7 s3.z 65.0 65.0 76 31.5 64.8 65.0 s1 s9.s 65.0 65.0 72 33.3 65.0 65.0 as s1.9 65.0 65.0 66 36.3 65.0 65.0 62 s7 58.3 65.0 65.0 60 40.0 65.0 65.0 lq a 0o n v z`¢>o' s1 ss.o 65.0 65.0 s4 44.4 65.0 65.0 56 57 64.6 65.0 65.0 48 50.0 65.0 65.0 42 57.1 65.0 65.0 36 65.0 65.0 65.0 82 76 33.1 65.0 65.0 72 34.9 65.0 65.0 66 38.1 65.0 65.0 60 41.9 fi5.05446.6 fi5.0K4852.4 16*'S 65.0N0. 42 14313665.0 65. 9 fi5A 65.0 SHEET N0. 5 of 11 FRAME ANCHOR SUBSTRATE BY OTHERS PER ELEVATIONS 1/4" MAX. SHIM AT EACH ANCHOR SEALANTS BY OTHERS EXTERIOR SEE GLAZING DETAIL 3 ON SHEET 9 SECTION A SCALE: 1/2 FULL 6 r-SEE GLAZING DETAIL 1 ON f / SHEET 19 x U w EXTERIOR SEE GLAZING DETAIL 3 ON SHEET 9 SECTION 61 SCALE: 1/2-FULL 6 EE GLAZING DETAIL 2 ON EXTERIOR / SHEET 9 BY OTHERS FRAME ANCHOR 0 PER ELEVATIONS SECTION C1 SCALE: 1/2 FULL 6 EE GLAZING DETAIL 4 ON EXTERIOR / SHEET 9 SEE GLAZING DETAIL 1 ON SHEET 9 SECTION n SCALE: 1/2 FULL EE GLAZING DETAIL 4 ON EXTERIOR / SHEET 9 X x x w a 7 1/4" MAX. SEALANTS 1/4" MAX. SHIM AT EACH BY OTHERS SHIM AT EACH ANCHOR ANCHOR SUBSTRATE BY OTHERS FRAME ANCHOR PER ELEVATIONS SUBSTRATE BY OTHERS SECTION C2 SCALE: 1/2 FULL 6 FRAME ANCHOR SUBSTRATE BY OTHERS PER ELEVATIONS n 1/4" MAX. SHIM AT EACH ANCHOR SEALANTS 13 BY OTHERS w x L c 2 EXTERIOR ` / SEE GLAZING = DETAIL 2 ON w SHEET 9 a SECTION D SCALE: 1/2 FULL 6 SEE GLAZING DETAIL 7 ON L O MY SHEET 9 SECTION E1 SCALE: 1/2 FULL 6 CSF- za-rnO ykc, a w IOUI ofU a LuW U O O N z jr G"n@fa9eW o u 3: Ad 6 t eke Cl) b ` '- _ C.. 1 a U VIZ OF C SEE GLAZING - EXTERIOR / f DETAIL 7 ON 1 SHEET 9 78 EXT SEE GLAZING 1 HEET 8 ON SHEET 9 SECTION E2 SCALE: 1/2 FULL 7 1/4" MAX. SHIM AT I_ EACH ANCHOR I SUBSTRATEBYOTHERSxx SECTION rE3 SCALE: 1/2 FULL 7 rSEE GLAZING I DETAIL 2 ON f SHEET 9 EXTERIOR 1MAX. SHIMM AT EACH ---I ANCHOR ETHERS LAME ANCHOR R ELEVATIONS EE GLAZING DETAIL 1 OR 5 ON SHEET 9 i REQUIRED ONLY WITH MULLION " D" ONLY WITH MULLION " B" SEALANTS BY OTHERS SECTION F2 SCALE: 1/2 FULL 7 REQUIRED ONLY 11 28 WITH MULLION "B" rSEE GLAZING IDETAIL 2 ONl SEE GLAZING DETAIL 2 ON SHEET 9 I SHEET 9 1 ` 1 84 / EXTERIOR SECTION cz SCALE: 1/2 FULL 7 SEE GLAZING DETAIL ON 9 SHEET91 ID \ / SECTION X EXTERIOR SCALE: 1/2 FULL 7 a iSEE GLAZING SEE GLAZING i SHEET 9 ON SHEET 9 DETAIL I • DETAIL .r FRAME ANCHOR -i PER ELEVATIONS SEALANTS BY OTHERS SECTION GI SECTION f1 SCALE: 1/2 FULL 7 SCALE: 1/2 FULL 7 I_ 1/4" MAX. SHIM AT EACH ANCHOR EXTERIOR 15 29 30 REQUIRED ONLY FRAME ANCHOR REQUIRED ONLY WITH MULLION 13 PER ELEVATIONS WITH MULLION "D" "C" & V' SEALANTS SECTION SECTION BY OTHERS SCALE: 1/2 FULL 7 SCALE: 1/2 FULL 7 r z rn 3W o Z n o m N d TJ g-no,o Ad wux^ 31U , 0F znz O u w Y U m z Do d wZ z 1zz a 0 0- Bg Wwz3nL) in zis a z SHEET NO. 7 OF 11 FRAME ANCHOR PER ELEVATIONS BY OTHERS IBSTRATE BY HERS 1/4" MAX. SHIM AT EACH ANCHOR SECTION L7 SCALE: 1/2 FULL 8 SEE GLAZING DETAIL 8 ON SHEET 9 C SECTION M SCALE: 1/2 FULL B SUBSTRATE BY OTHERS ME ANCHOR ci FVATinuc CRJ 1/4" MAX. SHIM AT EACH ANCHOR ar_t ou cnv- DETAIL 8 ON SECTION SHEET 9 L2 SCALE: 1/2 FULL 8 FRAME ANCHOR SUBSTRATE BY OTHERS PER ELEVATIONS 1/4" MAX. SHIM AT 1 EACH ANCHOR SEALANTS BY OTHERS 93 _ SEE DEfAI SHEE SECTION L3 SCALE: 1/2 FULL B 1/4" MAX. PS P, w s. NTL SHIM AT EACH FRAME WIDTH (F.W.) — z roro/cs ANCHOR FRAME ANCHOR PER ELEVATIONS 3 13 SEE GLAZING DETAIL 8 ON 4 SHEET 9 36 37 0 E56 fa EXTERIOR w SUBSTRATE BY OTHERS 64 SECTIONSEALANTS Nl BY OTHERS SCALE: 1/2 FULL 8 r z rn BUTT HINGE CONDITION) 3 o o n 1/4" MAX. SHIM AT EACH II— FRAME WIDTH (F.W.) — U w o a ANCHOR FRAME ANCHOR PER ELEVATIONS vi<r c Oc r SEE GLAZING z 1 0 z 4 DETAIL 8 ON o SHEET 9 Z 56 38 39 w Y l7t1 zro z z w o SUBSTRATE EXTERIDR o w o 63 Z U BY OTHERS SECTION N2FSEALANTS BY OTHERS SCALE: 1/2 FULL 8 m o D ' GEAR HINGE CONDITION) 0 3U a o 3 yyu 44 aa: C- SHEET NO. 8 OF 11 1/4" MAX. SHIM AT EACH - I FRAME WIDTH (F.W.) — ANCHOR --I FRAME ANCHOR PER ELEVATIONS J SEE GLAZING DETAIL 8 ON THIS SHEET 56 36 37 @ t 1 O EXTERIOR SUBSTRATE 65 SECTIONBYOTHERS N3 SEALANTS SCALE: 1/2 FULL 9 BY OTHERS (PIVOT HINGE CONDITION) SEE GLAZING DETAIL 8 ON THIS SHEET SEE GLAZING DETAIL 8, ON THIS SHEET - V117,11m, V"/ SECTION eSCALE: 1/2 FULL 9 1/4" MAX. SHIM AT I L FRAME WIDTH (F.W.) --- EACH ANCHOR j FRAME ANCHOR PER ELEVATIONS SUBSTRATE 13 BY OTHERS 40 41 58 42 43 SEE GLAZING 81 DETAIL 8 ONTHISSHEET 4 INACTIVE FACT VE EXTERIOR SECTION SCALE: 1/2 FULL 9 SEALANTS - SCALE: BY OTHERS SEE GLASS OPTIONS BELOW 59 59 EXTERIOR 3 15 3/8" MIN. BITE SETTING BLOCK AS REQUIRED GLAZING DETAIL 1 SCALE: 1/2 FULL SEE GLASS 1 59 OPTIONS BELOW 59 EXTERIOR 2 11 3/8" MIN. BITE SETTING BLOCK AS REQUIRED GLAZING DETAIL 2 SCALE: 1/2 FULL SEE GLASS IXTERIOR Sg OPTIONS BELOW MIN. BITE 59 1 3 16 SETTING BLOCK AS REQUIRED DOW 995 SILICONE AT EACH END OF GLASS STOP GLAZING DETAIL 3 SCALE: 1/2 FULL SEE GLASS EXTERIOR 59 OPTIONS BELOW MIN. BITE 59 16 SILLICONE 9 16 DOW 995 SILICONE SETTING BLOCK AS REQUIREDATEACHENDOF GLASS STOP GLAZING DETAIL 4 SCALE: 1/2 FULL 59 J SEE GLASS OPTIONS BELOW WDOW3/8" MIN. BITEig 995 GLAZING DETAIL 5 SILICONE SCALE: 1/2 FULL SEALANT USED ONLY AT SHALLOW TO SHALLOW POCKET GLAZING. FIXED PANEL GLASS OPTIONS GLASS OPTION 1: 1/4" TEMPERED GLASS GLASS OPTION 2: 1/4" HEAT STRENGTHENED GLASS GLASS OPTION 3: 1/4" ANNEALED GLASS SEE "GLASS LOAD TABLE" ON SHEET 5 FOR GLASS LOAD REQUIREMENTS. NOTE: GLASS SHALL MEET ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) INCLUDING ALL APPLICABLE SAFETY REQUIREMENTS. SECTION R SCALE: 1/2 FULL 9 r-SEE GLAZING DETAIL 8 ON THIS SHEET l EXTERIOR 59 J SEE GLASS OPTIONS BELOW EXTERIOR 18 4 3/8" MIN. BITE GLAZING DETAIL 6 SCALE: 1/2 FULL SEE GLASS OPTIONS BELOW i EXTERIOR 5/8" MIN. BITE r DOW 995 SILICONE -J "-DOW 995 AT EACH END OF SILICONE SEALANT GLASS STOP SETTING BLOCK AS REQUIRED GLAZING DETAIL SCALE: 1/2 FULL 60 1/4" TEMPERED GLASS4 EX TERIOR T f' 5/16" MIN. BITE 51 36 37 38 39 40 SETTING BLOCK 41 42 43 44 45 :z; Flbtbl AS REQUIRED 46 47 48 49 GLAZING DETAIL 8 SCALE: 1/2 FULL 9 OF 11 4.452 -1 El0.080 tO FRAME HEAD 4.500 -I 7wj j1.750 L I 0.080 O2 1 3/4" SILL, JAMB OR MULLION 4.452 -1 0.188 2.000 0.125 O DOOR TRANSOM MULLION USED WITH SPANS UP TO 96') i4.452 -{ C 1.750 0.080 O3 1 3/4" HORIZONTAL MULUON 4.452 - 1.750 0.188 o.i2s O DOOR TRANSOM MULUON USED WITH SPANS UP TO 96") 3.590 3.590 0.080 0.080 12 PERIMETER FILLER13 FLAT FILLER r- K 1. 160 D1+-925 0. 050 1050 17 TRANSOM GLASS STOP 18 POCKET INSERT 4. 150 0. 718 0.125 O3 TRANSOM MUWON & DOOR HEAD END Cur - USED WITH PART #6) r 0.050I TKZO. 548 0. 893 19 GLASS POCKET EXTENSION 3. 786 0. 080 14 SILL INSERT 4. 1175 1. 750 0. 094 20 HIGH PERFORMANCE FLASHING 1-- 1.750 0. 080 4. 500 REMOVE THIS AREA AT TRANSOMS 0. 580 I O4 OPEN BACK DOOR JAMB/ MULLION 3. 590 0.080 1062 0 0 1. 928 - 15 POCK i16GLASS STOP 1.750 0.094 0.125 4.452 -----, O DOOR TRANSOM MULLION LIMITED TO 84" SPAN) 4 1/ L SILL UK 9 HORIZ. MULLION FILLER 3. 650 4.000 1.125 0.125 J- 0. 125 24 TRANSOM MULLION & DOOR HEAD END CLIP USED WITH PART #8) 4.150 0.125 4.452 i 0.125 1.750 0.090 DOOR TRANSOM MULLION LIMITED TO 84" SPAN) 3.549 4.500 4.406 -- j 10 44 1/2" SIDE JAMB OR VERT, MULLION HALF 0.094 4.500 0.094 4.406 4 1/ 2" SIDE JAMB OR 5 1. 484 11 VERT. MULLION HALF 1.484 0.156 W/GLAZING POCKET 0.156 0.094 0.094 21 TRANSOM MULLION & DOOR 22 TRANSOM MULLION & DOOR HEAD END SHEAR BLOCK HEAD END SHEAR BLOCK USED WITH PART #5) (USED WITH PART #7) 4.125 0.935 0.120 i gSTEEL REINF. 4.250 4.188 3.826 1.000 0.135 E1.3 75 0.125 75 0.1250.562 0.135 STEEL REINF. 30 STEEL REINF. 31 DOOR JAMB MULL END 2g OCONNECTORCLIP12.000 0.250 - 4.000 32 DOOR JAMB MULLION END CONNECTION ANGLE 1Hl 0. 125 1 0T500 f- 4. 000-I 1 g DOOR THRESHOLD 4.500 0 4.500 1 2.000 I- 2. 000 -I 0.062 1 0. 094 1.062 34 SAM II DOOR STOP f -- 2. 000 -{ J 0. 625 0.125 35 LCN DOOR STOP z rn moo oo MoUm3u o nz SHEET NO. 10 OF 11 REM DESCRIPTION 3.375 1.750 1.75 0.125 I 38 CONTINUOUS HINGE DOOR 39 CONTINUOUS HIN STILE (350 WIDE STILE) DOOR STILE (190 3.500 NARROWSTILE) 2.125 -- 1. 750PVEDOOFR T0.125 1.750 42 ACTIVE DOOR MEETING STILE (350 WIDE STILES 43 MEETING STILE (190 NARROW STILE) 1.724 1.724 - 0.125 2.250 0.125 3.500 LLZ-- 1.724i 45 DOOR TOP RAIL 190 44 DOOR TOP RAIL NARROW STILE) f350 WIDE STILE 0.112 1.724 -1 3.688 0.125 46 LCN DOOR TOP RAIL (350 WIDE STILE 3.563 -- 2.188 T 0 1.750 1.750 0.125 0.125 GE 40 INACTIVE DOOR 1@ INACTIVE DOOR MEETING STILE (350 MEETING STILE (190 WIDE STILE) NARROW STILE) o.,zs o.tzs T 1.750 1.7I50 1 ! 3.500 - - 2.125 --I 36 BEVELED & PIVOT 37 BEVELED & PIVOT HINGE DOOR STILE HINGE DOOR STILE 350 WIDE STILE) (190 NARROW STILE) ALSO SINGLE DOOR LOCK STILE) (ALSO SINGLE DOOR LOCK STILE) 1.724 0.125 3.875 7.500 48 DOOR BOTTOM 8.250 RAIL 190 NARROW STILE) I0. 686 lfl--bull 0.500 47 DOOR BOTTOM 350 0.050 @ DOORRAILWIDE ILE GLASS STOP 1.724 - { 1.188 rz O r 0.094 0.125 7.125 0 z m 50 tI CROSS ; 61A n n DAII - 49 DOOR COVERCROSSRAIL z w Ui via frMO. nZ mogmtrm m a o E Zz 9iSin z 3i0 as SHEET NO. 11 OF 11 A- R-p PwaeL,„ l r— L. `13 4 (0 — 96 36" 2V 7V 4a" 7Y" 4z, 7z" 21" 14 XI %" 5.D. SCREWS (30' O.C.) 29, I,#12 X I," S.D. SCRREW$ 1 1 fl ROOF PANEL FASTENER LAYOUT AT EAVE STRUT, INTERMEDIATE PANEL LAP AND PEAK PURLIN 36' 12" 12" 14 ) '/e" S.D. 5CREW5 (30- O.C.) a12 X I," S.D. SCREWS ROOF PANEL FASTENER LAYOUT AT INTERMEDIATE PURLIN ROOF FASTENER a14 X '/e"S.D. SCREW AT 30" O/C) FOR UL-9D ROOFS PLACE @ 20" O.G." MASTIC WET SIDE DETAIL AT PANEL SIDE LAP A C I - ERECTION MANUAL BUILDING SYSTEMS INC EVRO04/01/03 I EI" —S.cl 1.12- 2'-6' RIDGE CAP 2:12- 3'-0' RIDGE CAP 3: 12- 3'-0' RIDGE CAP 4:12= 3'-6' RIDGE CAP RIDGE FLASHING CONDITION RIDGE CAP CONDITION W/ 0/5 CLO5URE5 (UP TO 4:12 ROOF PITCH) OVER 412 ROOF PITCH) rtl4z b° 5.D. SCREW 1'-0O.C."R" RIDGE 0/ 5 CLOSURE kl2zl," S.D. SCREW PANEL W/ 3/4 MASTIC (6" O.0 .) 7 t B) t PANEL" _-- q" MASTIC INSULATION ( OPTIONAL) 4E D PEAK PURLIN (TYP) SECTION TPRU RIDGE j 12z1," S. D_ SCREW R' PANEL INSULATION b14z'/ a° 5.D. * RIDGE CAP SCREW _— T "A 7 T 4z. T 7$J. T 4 T 7j.112.4 14° MASTIC _ MASTIC PEAK PURLIN SECTION TNRU RIDGE PANEL A I ERECTION MANUAL BUILDING SYSTEMS, INC. E 15E PA : E 04/ 01/03 EM-5.2 j 3" 6" 412zl," 5.D. SCREW 1 6" O.G.) y" MASTIC ------------- UPHILL ROOF PANEL DOWNHILL ROOF PANEL PURLIN TYP. ENDLAP FOR IIPBR° ROOF PANELS w/ STANDARD UPHILL PURLIN ) 6" 6' 1 N12z1," S.D. SCREW i 6 O.C.) MASTIC ---------- UPHILL ROOF PANEL DOWNHILL ROOF PANEL REVERSED PURLIN TYP. ENDLAP FOR °PBR° ROOF PANELS w/ STANDARD REVERSED PURLIN ) A ERECTION MANUAL CIF--- BUILDING SYSTEMS INC. 5 05/ 0-1/05 1 EM-5.1 PERM # _ i ` 9 7 I V12z1," S.D. SCREW 2" II/2 (6" O/C) 2 q' MASTIC (T t B) INSIDE CLOSURE ROOF PANEL 14x' 4" S.D. SCREW 2 PER STRAP) GUTTER STRAP 3'- O" O.C.) a14z'/ a° 5.D. SCREW 2'- O" O.C. @ GUTTER TO PANEL) INSULATION (OPTIONAL) 12xi," S.D. SCREW EAVE TRIM (FLIq) 3'- 0" O/C) OPTIONAL) EAVE GUTTER EAVE STRUTOPEN SIDENALL EAVE DETAIL N/GUTTER APPLY CAULK AT EACH PANEL LAP AT SAVE. u14z3a" S.D. SCREW ERECTION MANUAL BUILDING SYSTEMS LNG. ACI - RE DA P G 41 04/0l/03 EI"I-4.2.1 I/2` #12x14f S.D. SCREW2 6 O/C I/2 i ( " ) 3/4" MASTIC (T 4 B) INSIDE CLOSURE ROOF PANEL 14x%" S.D. SCREW 2 PER STRAP) TGUTTERSTRAP 3'-0" O.G.) 14x7/a" 5.D. SCREW O.G. - GUTTER TO PANEL) INSULATION (OPTIONAL) 14.%" S.D. SCREW O/C) EAVE TRIM (FL19) EAVE GUTTER 12x Q4" S.D. SCREW EAVE STRUT I'-O" O/G) 51DEWALL PANEL DOWNSPOUT POP RIVET I INSULATION (OPTIONAL) OR #14 SCREW 2)#14z'4" S.D. SCREWS DOWNSPOUT STRAP FL-31F) EAVE DETAIL W/GUTTER Sf-IEETED SIDEWALA511REHAPPLYCAULKATEA PANEL LAP AT EAVE 14x%" S.D. A C I _ ERECTION MANUAL BUILDING SYSTEMB, INC. R IS D A E: P 04/Ol/03 EM-4.2 n12z1," 5.D. SCREW 6" O/C) MASTIC (T 6 B) INSIDE CLOSURE ROOF PANEL EAVE TRIMFL19A INSULATION (OPTIONAL) 12xQ4' 5.0. SCREW 1'-O" O/C) EAVE TRIM ETS EAVE STRUT 12%1:' S.D. SCREW 1'-0" O/C) BRICK OR BLOCK BY OTHERS) EAVE DETAIL A/ BLOCK OR BRICK APPLY CAULK AT EACH PANEL LAP AT EAVE. tt14z%'/a' S.D SCREW ERECTION MANUAL ABUILDING SYSTEMS, INL, REVI5ED AT : P G 04/o1/O3 EM-4.1.6 f tt12z14" S.D. SCREW 34/2 z 6° O/c) 1/," MASTIC (T 4 B) INSIDE CLOSURE 14z s° S.D. SCREW ROOF PANEL 2 PER STRAP) GUTTER STRAP 3'-0" O.C.) 14z'/4" S.D. SCREW2'-O O.C. @ GUTTER TO PANEL) OUTSIDE CLOSURES W/ %" MASTIC EAVE TRIM T € B) FL19A INSULATION (OPTIONAL) tt12z1," S.D. SCREW 12 5.D. SCREW (6" 14x Ya" 5-D- SCREW (I'-O' O/C) EAVE GUTTER EAVE STRUT HIGH -SIDE EAVE TRI_ FL17)-----_ EAVE TRIM ET5 12z1 ' S.D. SCREW 4— 1 -O" O/C) 412 X il;" S.D. SCREW ROOF PANEL O.C.) BRICK OR BLOCK 14 X %° 5.D. SCREW( EfY HIGH -SIDE EAVE STRVT OTHERS) OC.) WALL PA OUTSIDE ClO5URE5 W/ %t MASTIC (T t B) EAVE DETAIL w/ BLOCK OR BRICK w/GUTTER DETAIL @ NIGN-SIDE EAVE APPLY CAULK AT EA5CREWPANELLAPATEAV 14z'/a" 5. A C I I BUILDING SYSTEMS, INC. ERECTION MANUAL R ED D iE- PAGE: A I i 1 11'LDING SYSTEMS LNG. ERECTION MANUAL REVISED DATE: PAGE: 04/01/03 EM-4.1.7 1 04/01/03 EM-10.0 J Fm— 14x'/" S.D. SCREW5 3/11" MASTIC f— (30" O.G. MAX.) ROOF SHEET ROOF 50EETSIDE SECTION @ ROOF PANEL LAP ERECTOR: NOTE THE MASTIC LOCATION) 3314x'/s" S.D. SCREWS (1'-0" O/C) 12x1Y4" S.D. SCREWS ONE @ EACH SUPPORT) I" MASTIC Y,"m X I" A307 BOLTS (TYP.) ROOF SHEET 2"x4" RAKE ANGLE T BAY) PURLIN CLIP r o k12x11" S.D. SCREWS i -0" 0/C) O o RAKE TRIM PURLIN S.D_O CROEC) Yi"x1Y4" A325 BOLTSg14.0" I W/(2). WASHERS PER BOLT OUTSIDE CLOSURE ENDWALL SHEET i ENDWALL RAFTER 12xIY4" S.D. SCREW I I ENDWALL COLUMN 1'-0" O/C) 2) Yj' x I" A307 BOLTS I I GIRT I DETAIL @ LITE ENDWALL (SHEETED) ERECTION MANUALACIBUILDINGSYSTEMS, INC. REVISED DATE PAGE: 04/01/03 EM-4.3 r— 14x%` S.D. SCREWS 3/B" MASTIC (30" O.C. MAX.) WET SIDEROOFSHEET ROOF SHEET SECTION @ ROOF PANEL LAP ERECTOR NOTE THE MASTIC LOCATION) 14x'/s' S.D. SCREWS (I'-0" O/C) 1112x1q" SD. SCREWS 3/." MASTIC (ONE @ EACH SUPPORT) Y"m x I" A307 BOLTS (TYP.) ROOF SHEET 4"x2" RAKE ANGLE T PURLIN CLIP BAI 1204" 5 D_ SCREWS I i 1'-0" O/C) 1 0 0 RAKE TRIM --/ ' 14z%" S.D. SCREW J 1-0" O/C) OUTSIDE CLOSURE ENDWALL 5WEET 1291q" S.D. SCREW 1'-0" O/C) L-PURLIN I m -(2) Ya"x1Y4" A325 BOLTS W/(2) WASHERS PER BOLT ENDWALL RAFTER ENDWALL COLUMN 2) Yz" x I" A307 BOLTS aIRT DETAIL @ LITE ENDWALL (SHEETED) A C I F— BUILDING ERECTION MANUAL SYSTEMS, INCEREVISED DATE: PAGE: 04/ OI/03 ENI-4.3.2 J Fr 14x%" S.D. SCREWS 3/ g' MASTIC — (30" O.G. MAX.) WET ROOF SHEETSIDE- ROOF SHEET J SECTION @ ROOF PANEL LAP ERECTOR: NOTE THE MASTIC LOCATION) MAST*' 11111 14x%' SD. SCREW (I'-O" O/C) S. D. SCREWS RAKE TREACH SUPPORT) 4" x2" RAKE ANGLROOF PANEL BA1) 1244" S.D. SCRm x I" A307 BOLT(1'- 0" O/C) 14x%" S.D. SCRE(I'- 0" O/C)ROOF PURLINOUTSIDE CLPURLINTiENDWALLCLIP RAFTER ENDWALL PANEL 4) Y2"0 x IY4" A325 BOLTS SECTION THRU H/R ENDWALL (FLUSH) ERECTION MANUAL ACIBUILDINGSTSTEMS, INC REVISED DATE1 I PAGE: 04/ 01/03 1 EM-4.3.1 14x1/ a" S.D. SCREWS 30" O.C. MAX.) WET SIDE ROOFSHEETROOF SHEET SECTION @ ROOF PANEL LAP ERECTOR NOTE THE MASTIC LOCATION) RAKE TRIM 4" z2" RAKE ANGLE BAI) 12xIY4" V-O" O/C) 12x1Y4" S.D. SCREW J ONE @ EACH SUPPORT) ERECTOR NOTE: FIELD NOTCH BAI AS REPUTED AT CLIP LOCATIONS. lox'/ e" 5.D. SCREW (P-0" O/C) MASTIC ROOF PANEL Z Yi' m X I" A507 BOLTS Y t .0 --- ROOF PURLIN PURLIN CLIP ENDWALL RAFTER 4) YZ"0 x IY4" A325 BOLTS SECTION THRU OPEN H/R ENDWALL (FLUSH) I A C I II --- ERECTION MANUAL BUILDING SYSTEMS, INC. REVISED DATE: PAGE: I, 04101103 EM-4.3.3 ; J ttl4x7/a" S.D. SCREWS MASTIC f— (30" O.C. MAX.) WET SIDE ROOF SHEET` ROOF SHEET SECTION @ ROOF PANEL LAP ERECTOR NOTE THE MASTIC LOCATION) V-4" MASTIC #14.74" S.D. SCREW (I'-0" O/C) ttl E S.D. SCREWS RAKE TRIM (ONE @ EACH SUPPORT) 4"x2" RAKE ANGLE ROOF PANEL BAI ) ttl2xlya' S.D.7rSCRI'-0" ttl4x'/a" S.D. W-', PURLIN OUTSIDE CLOSURE I PURLIN CDF ENDWALL RAFTER A307 BOLTS 2) y,'O x I," A325 BOLTS 2)WASHERSPERBOLTENDWALL GIRT 2) y2`0' A307 BOLTS SECTION TNRU ENDWALL (BY-PASS) ERECTION MANUAL ACIBUILDINGSYSTEt15, INC_ REVISED DATE I PAGE: 04/ 01/03 EM-4.3.4 MASTIC ttl4x7/a" S.D. 5GREW5 e ( 30" O.C. MAX.) WET SIDE ROOF SHEET ROOF SHEET ` SECTION @ ROOF PANEL LAP ERECTOR NOTE THE MASTIC LOCATION) I_ Qu ttl2x1y," S.D. SCREWS ttl4x7/a° S.D. SCREW (1'-0' O/C) ONE @ EACH SUPPORT RAKE TRIM a/a" MASTIC 4" x2" RAKE ANGLE j ROOF PANEL BAI) tt12xly4" 5.D. SCRE - 1'- O" O/C) 0 0 tt14x%" S.D. 5CREW o \0 I'- O" O/C) R F PURLIN OUTSIDE CLOSURE PURLIN CLIP ENDWALL RAFTER 2) y=°d x I" A307 BOLTS ENDWALL PANEL 2Yz" ENDWALL GIRT A325 BOLTS 2) yz'xl' A307 BOLTS SECTION TNRU H/R ENDWALL (BY-PASS) A I ERECTION MANUAL BUILDING SYSTEMS, INC. REVISED DATE: PAGE: 04/ 01/031 EM-4.3.6 MASTIC f-014x%a" S.D. SCREWS 30" O.C. MAX.) WET SIDE OOF SHEET ROOF SHEET R SECTION @ ROOF PANEL LAP ERECTOR NOTE THE MASTIC LOCATION) I' - O" tt12x1.' S.D. SCREWS tt14x %a" S.D. SCREW (I'-0" O/C) ONE@EACHSUPPORT) RAKE TRIM fJ// 4"x2" RAKE ANGLE " MASTIC ROOF PANEL BAI ) ttl2xly," S.D. SCRE t tt14x% a S.D 5CREW_ I'- 0" O/C) OUTSIDE CLOSURE-- 2) yZ"0 x I" J A307BOLTSENDWALL PANEL o_ O L LROOF PURLIN PURLIN CLIP ENDWALL RAFTER ly," ( 2) yz 0 x Q," A325 BOLTS ENDWALL GIRT 2) Y.1"z1" A307 BOLTS ENDWALL COLUMN SECTION TNRU ENDWALL (BY-PASS) A I ERECTION MANUAL BUILDING SYSTEf15, INC. REVI5ED DATE: PAGE 04/ 01/03 EM-4.3.5 14' MASTIC—ttl4x74" S.D. SCREWS WET SIDE /(30" O.G. MAX.) ROOF SHEET ROOF SHEET SECTION @ ROOF PANEL LAP ERECTOR NOTE THE MASTIC LOCATION) tt14x7/ 8" S.D. SCREWS (i'-O" O/C) 412xIY," S.D. SCREWS ONE @ EACH SU*/. a MASTIC P x I" A307 BOLTS (TYP.) ROOF SHEET 4" x2" RAKE ANGLEURLIN CLIP BAI) tt12xly4" S.D. SCREWr/ I'- O" O/C) L PURLIN ttl4x74" S.D. SCREW) ENDWALL RAFTER 1- 0" O/C) OUTSIDE CLOSURE ENDWALL SHEET -- I ( 2) y',P x IY" A325 BOLTS tt12xly4" 5.0. SCREW I'- O" O/C)—q- 2) y2' x I" A307 BOLTS GIRT ENDWALL COLUMN II I DETAIL @ LITE ENDWALL (SHEETED) A I ERECTION MANUAL BUILDING SYSTEMS, INC. REVISED DATE: PAGE: 04101/ 03 EM-4.3.7 J J MASTIC tt14x/p S.D. SCREWS 30" O.C. MAX.) WET SIDEROOFSHEET ROOF SHEET SECTION @ ROOF PANEL LAP ERECTOR NOTE THE MASTIC LOCATION) U12x1k' 5.D. SCREWS ONE @ EACH 5UPPORTT) 4"x2" RAKE ANGLE BAI) 12xiq" S.D. SCREWS 1'-O" O/C) / RAKE TRIM) tt14x%' 5_0_ SCREW 1-0" O/C) -::JOUTSIDECLOSURE ENDWALL 544EET— ttl2xl q" S.D. 5CREW-0- 0'-0" O/C) GIRT— ENDWALL COLUMN a14x'/s° S.D. SCREWS (I'-0" O/C) gyp' MASTIC (NOTE THE LOCATION) 2) %" x I" A307 BOLTS (TYP.) ROOF SHEET T PURLINCLIP r = o -- - - - - - - I 0 o PURLIN ENDWALL RAFTER 5` x I$" A325 BOLTS 2) S'2" x 0 A307 BOLTS DETAIL @ LITE ENDWALL (SHEETED) A C I ERECTION MANUAL BUILDING SYSTEMS, INC. REVISED DATE: I PAGE: 04/OI/03 EM-4.3.5 I/," MASTIC /-tt14x71B' S.D. SCREWS 30" O.C. MAX.) WET SIDEROOFSHEET V ROOF SHEET SECTION @ ROOF PANEL LAP ERECTOR NOTE THE MASTIC LOCATION) tt14x'/p" S.D. SCREW RAKE TRIM MASTIC 4" X 2" ROOF PANEL RAKE ANGLE BAI n 12xly4" S.D. SCREW-f O/C) ET5 IQ.2x" S.D. SCREW) ONE @ EACH SUPPORT) r_- -- — Y2"O x I' A307 BOLT r PURLIN --/ LITE ENDWALL RAFTER DETAIL @ OPEN ENDWALL RAKE Lu/BRICK or BLOCK ET5 PITCH SHOULD BE NOTED 0:12 WHEN USED AT ENDWALL) A C I - ERECTION MANUAL BUILDING SYSTEMS, INC. REVISED DATEi I P E: 04/01/03 EM-4.4.I I 3314x7/8' S.D. SCREWS MASTIC (30" O.C. MAX.) NET SIDEROOF5HEET ` ROOF SHEET SECTION @ ROOF PANEL LAP ERECTOR: NOTE THE MASTIC LOCATION) RAKE TRIM 2" x 4" RAKE ANGLE-- 12x114 5.D. SCREW 1,-0" 0/C) tt14x7/A" 5,. SCREW_/ I'-O" O/C) OVERHANG TRIM OTI) / tt12xIY4` S.D. SCREW_/ ONE @ EACH SUPPORT) 14x'/y" S.D. SCREW I'-0" O/C) MASTIC ROOF PAN Y,"m x I" A307 BOLT r PURLIN— LITE ENDWALL RAFTER DETAIL @ OPEN ENDWALL RAKE A C I F —S i- ERECTION MANUAL BUILDING SYSTEMS, INC 04/01/03 1 EM U14x7/B" S.D. SCREWS MASTIC :(Boll O.G. MAX.) WET SIDEROOF5HEET ROOF SHEET SECTION @ ROOF PANEL LAP ERECTOR: NOTE THE MASTIC LOCATION) RAKE TRIM 2" X 4" RAKE ANGLE tt1201%" 5.D. SCREW— I,-0" O/C) tt14x7/a" S.D. SCREW (1'-O" O/C) MASTIC ROOF PANEL—\ I" A307 BOLTS 4214x%" S.D. SCREW) I'-0" O/C) PURLIN OVERHANG TRIM OTI) tt12x1'/4" 5.D. SCREW RIGID FRAME ONE @ EACH SUPPORT) 1'-2" STANDARD 5ET-5ACK DETAIL (@ OPEN R/F ENDWALL RAKE ERECTION MANUAJACI RESElDAE: It: 04/ O/03 L EM- 4.5 I4x7/B" S.D. SCREWS MASTIC /— (30" O.G. MAX.) WET SIDEROOFSWEET ROOF SHEET SECTION @ ROOF PANEL LAP ERECTOR: NOTE THE MASTIC LOCATION) 14x'/e" S.D SCREW 7 12xly4" S.D SCREW ` (I'-O" O/C) y' x I" A307 BOLTSONE@EACHSUPPORT) \ MASTIC s RAKE TRIM 1 ROOF PANEL 12x Q4" S_D. SCREW I'-O" O/C 4 o PURLINCLIP 14x7/8" S.D -SCREW (BAI)-2"x4" 1-0" O/C) RAKE ANGLE OUTSIDE CLOSURE 1(2)'o OOF PURLIN x I4" A325 ENDWALL PANELBOLTS w/(2) SHERS PER BOLT RIGID FRAME ED ENDWALL BRACKET (EWB4) HOT ROLL ENDWALL COLUMN SECTION TNRU R/F ENDWALL (BYPASS) A I ERECTION MANUAL BUILDING SYSTEMS, IN G. 04/01/03 EM-4.6 jI 414xl/B" S.D. SCREWS 3/au MASTICX 30" O.C. MAX.) WET SIDEROOFSHEET ` ROOF SWEET SECTION @ ROOF PANEL LAP ERECTOR: NOTE THE MASTIC LOCATION) 14.%" S.D SCREW 12x1%4" S.D SCREW ONE @ EACH SUPPORT) I'-O" O/C) y;' x I" A307 BOLTS ja" MASTIC RAKE TRIM ROOF PANE 120I,' 5.1)- SCREW I'-O" O/C o PURLINCLIP 14x%a" S.D SCREW BAI)-2"x4" 1 -0 O/C) RAKE ANGLE r OUTSIDE CLOSURE ROOF PURLIN y2"O x 14" A325 BOLT ENDWALL PANEL w/WASHER RIGID FRAME END WALL BRACKET EWBS) HOT ROLL ENDWALL COLUMN SECTION TI-IRU R/F ENDWALL (BYPASS) A C I_ -- ERECTION MANUAL BUILDING SYSTEMS, INC. EVISED DATE: PAGE. 04/01/03 EM-4.6.1.2 I MASTIC /—#14z'/V S.D. SCREWS 30" O.C. MAX.) NET 51DE-1\1 ROOF SHEET ROOF SHEET SECTION @ ROOF PANEL LAP ERECTOR NOTE THE MASTIC LOCATION) 1204" 5_D SCREW etl4x'4" 5D SCREWONEIFEACHSUPPORT) O/C) MASTIC y2' x I" A307 BOLTS RAKE TRIM ROOF PANE 412xly"' S.D. SCREW O.C.) PURLINCLIP 14x7/a" S.D SCREW RAKE ANGLE I'-0" OUTSIDE CLOSURE O o ROOF PURLIN Y'O x Q4" A325 BOLTS y2"P x I" A307 BOLTS W/ (2) WASHERS o O PER BOLT ENDWALL PANEL Wry RIGIDBRAD FRAME I END WALL BRACKET EWB3) COLD FORM MEMBER V-2" _ CL SECTION TI-IRU R/F ENDWALL (BYPASS) A C I ERECTION MANUAL BUILDING SYSTEMS, INC. R ISED DATE: PA 04101103 EM-4.6.1 Ie' MASTIC ' 414.%." S.D. 5CREW5 WET SIDE ( 30" O.G. MAX.) ROOF SHEET ROOF SWEET SECTION @ ROOF PANEL LAP ERECTOR: NOTE THE MASTIC LOCATION) 412x1y4" S.D. SCREWS 14x%" S.D. SCREW (I'-0" O/C) ONE @ EACH SUPPORT) MASTIC RAKE TRIM 1/ 2"x4" RAKE ANGLE T ROOF PANEL BAI) 12.Q," S.D. SCREW `- 2) yi"m x I" BOLTS I'-0" O/C) 14x7/a" S.D SCREW O ROOF PURLIN OUTSIDE CLOSURE PURLIN CLIP RIGID FRAME 2) y,"x1y4 A325 BOLT ENDWALL PANEL W/ (2) WA5HER5 PER BOLT I ..• I ENDWALL COLUMN SECTION TNRU R/F ENDWALL (FLUSH) A C I r--T ERECTION MANUAL BUILDING SYSTEMS, INC. REVISED DATE: PAGE 04/OI/03 1 EM-4.7 D- Z F H N I~i J O N m OUU) w J3 o L @ N' I I ID NH J J a na0 3 3 LL LLwUam^m p p x O In S a W a I F x Ilo o Z N^ w O x w< N 0 LLI J_ I y W N O r LL1 ZU Q F 3 1 f LL a wo w \ O u LL L I a D w N w 3 U N oOHO ON w O I- N p= kn U o- m u JOli30wJ N , J Q u w I w o a p3 0: 3 Q Z m I uwZ ss a O N o N Z O p mNLo I 30 m`P W @/ 3 W N N W w^ 1 IX L w d d H O Q lA 6 1111 J W^ w d VU alp L t? OUC a U v W J Cj O W o Q' Q U1 0 u a) U O N U) N = w Z Z pw a v A NO O N n tt0 ERECTION MANUALACI BUIILDINGSYSTEMS, INC. JKLYlb04/01/03 EM-4.11 Z^ z z w N w0 NwZO pU F Z^ OZQ JI- o x= w ZO a u wtt 3 w U w J N OJ pU U " 1 NU U'W F-6 2 t?Z w'DO Nm O p0 ai; w J QN L N p w zci F w tt m" N aern >a w Qom- Ow w p L Op I z N w u of o a V a lz w 4 pOhN wp w N 13 w= Oofiw ry SIDENALL OVERT -TANG DETAIL N/O SOFFIT ERECTION MANUALACIBUILDINGSYSTEI'I5, INC. 504/01/03 EM-4.8.2 I ZJOa wwzaz a DE atat N, p NZO pU N p OC NO D UO O-I N O a w jz0 N Nd vrx Q tt 7 Z O w w 3 w L z p- NU NO LnU Jw ofV. dF l7Z O U owZw pp Za JE' J Z OQN cv ° p a u w Ln w H Q O 3 W L0Zw> I >O w Q w n p N O O tt C4 w w VKV R' U_ WIL V a a w p 0 p 0w@ a« wtt ^ a auia wW ww N_ 0 L p Ul Np pV O QH N K OL = O~ N w U w rx x SIDENALL OVERHANG DETAIL N/ SOFFIT ERECTION MANUALACII— BUILDING 575TEM5, INC. REVISED DATF: PAGE: 04/01/03 1 EM-4.8.1 I r nw rL 3 Q a J In o C Ux a Z w w K 3R m w x Ji c g z Q 4 Z I W O o6 N o rc L . J Q i K 3 wm JW J Z a Q H Na 3 rc O In LLL w 3 rc Mtt yw rcp ZW u w w z f- I e o U7LL ONZi L x= Q a O I R/ U J Inn Lu IU w Q o o J Z W NO L z w wd KN 86 a Cal p0 Q OCU O OCd o ww = F Z yQ P Y !ram p0 JUiut z— pU Q n= Q U w U x x w L 1 i o AC I I BUILDIINGSYSTEMS, INC. ERECTION MANUAL 1- j WALL PANEL INSIDE CLOSURE tt12x1 ' S.D. SCREW (I'-0' O/C) r--4:4x'b" 5.D. SCREW (I'-0' O/C) 2't / fir —TRANSITION TRIM (TT2) WPJ GIRT _ OUTSIDE CLOSURE ROOF SHEET 3" MASTIC T*5) tt12x1 k' S.D. SCREW 0'-6' O/C) PURLIN DETAIL @ SIDEWALL TRANSITION OPEN BELOW) A C I F____._-- —, ERECTION MANUAL BVILDING SYSTEMS, INC O4/OI/03 Erl-q.0 R' PANEL tt12x1Y," 5.D. SCREW (I'-O' O.C.) r314z%" S.D. SCREW (1'-0" O C ) INSIDE CLOSURE TRANSITION TRIM-(FL49A) MASTIC ROOF PANEL 2" x4"O&Ga.TRIM ANGLE ( BAI) tt 12xi>;' 5.D. SCREW P EACH SUPPORT I. RLI4 NOTE: FRAMING ORIENTATION MAY VARY. TRIM APPLICATION REMAINS THE SAME. DETAIL @ SIDEWALL TRANSITION SHEETED BELOW) A C I ERECTION MANUAL Ii BUILDING S75TEM5, INC. II D DA : A O4/ Ol/03 Erl-q.0.2 IN51DE CLOSURE 12xQ,' S.D. SCREW O. C.) l GIRT TRIM ANGLE BAI) 912x1Y," S.D. 5CREI I'- 0- O.C.) WALL PANE BELOW) PANEL C12x14" S.D. SCREW (1'-0' O.C.) tt14x%' 5.D. SCREW (I'-O" O.G.) oUT51DE CLOSURE MASTIC T4B) TRANSITION TRIM (TT2) ROOF SHEET a12x114' S.D. SCREW O. C.) PURLIN DETAIL @ SIDEWALL TRANSITION SHEETED BELOW) A I ERECTION MANUAL BUILDING SYSTEMS, INC. 04/ OI/03 Err-q.0.1 F WALL PANEL tt12x1)." S.D. SCREW (1'-0' O.C_) TRAN5ITION TRIM-(FL4gA) 14x" 5.D. SCREW (1'-0" O.C.) INSIDE CLOSURE e MASTIC 4' x6'xI6Ga.TRIn ANGLE ( BA3) ROOF PANEL tt12. 1," S.D. SCREW 2'- 0" O.C.) ttl2xl ' S.D. SCREW 2' x4'x16Ga.TRIM I EACH SUPPORT PURLIN ANGLE ( BAI) ttl2xlq" S.D. SCREW 1.- 0" O.C.) I 13v NOTE: WALL PANEL BELOW) FRAMING ORIENTATION MAY VARY. TRIM APPLICATION REMAINS THE SAME. DETAIL @ SIDEWALL TRANSITION SHEETED BELOW) ERECTION MANUAL A ( BUILDING SYSTEMS, INC, VAIL; A E: IKLVlbtLI o4/ ol/o3 EM-9.0.3 OVERFLOW WINDOW FIVIOF L DETAIL OF DOWNSPOUT # GUTTER ",GUTTER CLIP ROOF PANELS RAKE TRIM EAVE GUTTER I\ I NOTE: FIELD INSTALL'. GUTTER END CAP AFTER INSTALLATION NELS OF GUTTER 51DEWALL PANELS CORNER TRIM DETAIL OF EAVE GUTTER CORNER BOX # RAKE TRIM CONNECTION 51DENALL GIRT PEAK BOX RAKE TRIM 51DENALL PANELS ENDWALL GIRT ACI= CORNER TRIM / L ENDWALL PANEL5J DETAIL OF PEAK BOX A Q I BUISYSTEMS, INC. DETAIL OF CORNER TRIM ERECTION MANUAL 411.45TIC THAT RUNS THE LENGTH 4571C' 1 THE UL 90 LIGI-IT TRANSMITTING PANEL INSTALLATION CONSTRUCTION NO. Ill I —tall roof porwls, leaving the light transmitting prowl run per, —apt for the lower light transmitting panel run parrot. Install tape sealer to panel sidelaps and across pawl width m --l. Lay light L—ittirg pawl in place werlappirg lower metal pawl al'. DO NOT INSTALL ANY FASTENERS AT THIS TIME. Install tape sealer down tight transmitting pone) side laps. Apply double r of tope scaler across light transmitting pawl width at lower ad middle purlin, Tap. sealer should align with begiming ad ending edge of top flange of purlin. At the upsI.p. end of light transmitting panel, apply double run of tope sealer for erdlap. Install 3" long pieces of 'R" panel o r light transmitting pawl at the lower and middle purli-. Attach to purlin, with s z fmteners per piece of 'R" pawl. FASTENERS MUST GO BETWEEN THE TWO RUNS OF TAPE SEALER THAT WERE INSTALLED PREVIOUSLY. ERECTION MANUALACIBUILDIN1— jKJ,Vt1tU D E P E: o4/ovo3 EM-6.2.1 3. LIGHT TRANSMITTING PANELPANEL-- 1 T M— MASTIC r—vtA7 AAAAAfc' MASTIC F NOTE: DO NOT USE FASTENERS AT INTERMEDIATE PURLIN PURLINS TYPICAL LIGHT TRANSMITTING PANEL INSTALLATION LIGHT TRANSMITTING PANEL T MASTIC 2V 2." 74' 4Y' 712 Ali 7V 2&' 2a' t T t I 1 1 I t 4;— WETSIDE TYPICAL L.T.P. VAPORFASTENERBARRIER REQUIREMENTS LT.P. TRIM (STI) SIDELAP WITH INSULATION DOUBLE STICK TAPE MASTIC PANEL \ _ _ LIGHT TRANSMITTING PANEL STRIP 4' OF INSULATION FROM VAPOR BARRIER AND FOLD BACK OVER PANEL A C I FZ—— ERECTION MANUAL BUILDING SYSTEMS, INC. ) 01/01/C3 Er-1-6-2 InASTIC THAT RUNS THE LENGTH OF THE PANEL, USE 3/8' MASTIC MASTIC THAT RUNS ACROSS THE PANEL, USE 3/4' MASTIC. V MASTIC HAT MASTIC q' MASTIC - 5EC710N V ..R., " 5T4" OQE PANE MASTIC JJJii/ w uGH7 TRANSMITTING - PANEL 5T1" ROOF SKYLIGHT TRIM PANEL 3' 'R' PANEL SECTION THRU LAP LIGHT TRANSMITTING PANEL tt14.7/5" LAP ZAC 12" O.G. HAT SECTION 5T4' UL 90 LIGHT TRANSMITTING PANEL INSTALLATION CONSTRUCTION NO. Ill Apply tape sealer oc sldelap, of 3' long pieces of 'R' panel. Be s e the light transmitting panel sidelaps hwe a complete ran of tope sealer on top of the light trammitting panel. Install 'R' panel hat section to each side of light t--ittirg pone1 with lop x W9 of 12" O.C. Apply tape sealer down each hot action to just d—lope of e.p... d tape sealer r—i,,g ac s light transmitting panel. Also apply additional tape sealer up —h side of hat section aligning and sealing to the exposed tape sealer ruining across the light transmitting panel. I —toll upper metal panel in light transmitting prowl run and fmten m at a normal endlap. ERECTION MANUALAIBUILDINGSYSTEMS, INC 5 04/0i/03 EM-6.2.2 Dansco Engineering, LLc P.O. Box 3400 F E 5912 Fortune Place Apollo Beach, FL 33572 Commercial Concrete Products, Inc. Version 1.1 June 22, 2015 Commercial Concrete Products, Inc. PRE04STAND PRESTRESSED LINTELS 8" AND 12" WIDE) In order for proper installation of precast lintels, DANSCO Engineering, LLC, has prepared this installation instructions to be used in conjunction with quality control methods of the contractor and good construction practices. Preparation 1. All reinforcements shall be cleaned by removing mud, oil, or other materials that will adversely affect or reduce bond at the time mortar or grout is placed. Reinforcement with rust, mill scale, or a combination of both will be accepted as being satisfactory without cleaning or brushing provided the dimensions and weights, including heights of deformations, of a cleaned sample are not less than required by the ASTM specification covering this reinforcement in this Specification. 2. Prior to placing masonry, remove laitance, loose aggregate, and anything else that would prevent mortar from bonding to the lintel. 3. Debris — Construct grout spaces free of mortar dropping, debris, loose aggregates, and any material deleterious to masonry grout. Lintel / masonry erection 1. Placing lintel — Length of bearing of lintels on their support shall be a minimum of 4 inches for filled lintels and 6 Y2 inches for unfilled lintels in the direction of span. Provide a temporary support for lintels that are greater than 14' — 0"; the temporary support shall not be removed until 2 days after the grout placement. 2. Placing mortar and units (for composite lintels only) Bed and head joints — Unless otherwise required, construct 3/8 inches thick bed and head joints. Construct joints that also conform to the following: a) Unless otherwise required, tool joint with a round jointer when the mortar is thumbprint hard. b) Remove masonry protrusions extending '/2 inches or more into cells or cavities to be grouted. Place hollow units so: a) Face shells of bed joints are fully mortared. b) Head joints are mortared, a minimum distance from each face equal to the face shell thickness of the unit. c) Vertical cells to be grouted are aligned and unobstructed openings for. grout are provided in accordance with the Project Drawings. Place clean units while the mortar is soft and plastic. Remove and relay in fresh mortar any unit disturbed to the extent that initial bond is broken after initial positioning. Reinforcement installation a) Support and fasten reinforcement together to prevent displacement beyond the tolerances allowed by construction loads or by placement of grout or mortar. b) Completely embed reinforcing bars in grout in accordance with AC1530-13 Article 3.5. c) Maintain clear distance between reinforcing bars and any face of masonry unit or formed surface, but not less than % inches for fine grout or'/z inches for coarse grout. d) Splice only where indicated on the Project Drawings, unless otherwise acceptable. e) Unless accepted by the Architect/ Engineer, do not bend reinforcement after it is embedded in grout or mortar. f) Place joint reinforcement so that longitudinal wires are embedded in mortar with a minimum cover of Y2 inches when not exposed to weather or earth and 5/8 inches when exposed to weather or earth. Grout placement a) Placing time — Place grout within 1Y2 hours from introducing water in the mixture and prior to initial set. b) Confinement — Confine grout to the areas indicated on the Project Drawings. Use material to confine grout that permits bond between masonry units and mortar. c) Grout pour height — Do not exceed the maximum grout pour height given in the AC1530-13 Table 7. d) Grout lift height — Place grout in lifts not exceeding 5 feet. e) Consolidation — Consolidate grout at the time of placement. Consolidate grout pours 12 inches or less in height by mechanical vibration or by puddling. Consolidate pours exceeding 12 inches in height by mechanical vibration and reconsolidate by mechanical vibration after initial water loss and settlement has occurred. Field quality control a) Verify masonry unit strength, f'm in accordance with the AC1530-13 Article 1.6. b) Sample and test grout as required by the AC1530-13 Articles 1.413 and 1.6. Cleaning Clean exposed masonry surfaces of all stains, efflorescence, mortar or grout droppings, and debris. Limitations of use a) Support on wood — Lintel shall not be support on wood girders or other form of wood construction. b) Construction loads — Do not apply construction loads that exceed the safe superimposed load - carrying capacity of the masonry and temporary support, if used. c) Impact resistance — Lintels apply to the design or construction of masonry for buildings, parts of buildings, or other structures, if the project is located in areas where the ultimate wind speed exceeds 160 mph, exposure B shall be filled solid with grout. IAProjects\Engineering and Inspections\370940\Letters\370940-W1_Installation_ Instructions_101317.doc OFFICE PERMIT WI'1ght50 ` aa. Right -Suite@ Universal 2017 Short Form Job: C1117495 Date: 11-2147 Vices By. JND JHR Consultants, Inc 312 Forest he, Ahamorte Springs, FL 32701 Phone:407-262-9176 For .s 12, Rand Yard Commerce Center 611 ---. .. FL 32771 Htg Clg Htg Clg Outside db OF) 41 91 Inside db OF) 70 75 Outside RH N 47 Inside RH 50 Outside wb OF) 75 Inside wb OF) 63 Daily range OF) 17 Design TD OF) 29 16 Moisture dill. gr/Ib) 39 Heating Equipment Cooling Equipment Make Carrier or Eqv Make Carrier or Eqv Model CH14NB0480000A0 Model CH14NB0480000A0 Type SpIitASHP Type SpIitASHP Efficiency 8.2 HSPF COP / EER / SEER 14.0 Heating Input Sensible Cooling 33.6 MBtuh Heating Output 45.5 MBtuh @ 47°F Latent Cooling 12.4 MBtuh Humidifier 7.2 gpd Total Cooling 46.0 MBtuh Leaving Air Temp 70.0 OF Leaving Air Temp 55.0 OF Actual Heating Fan 0 crm Actual Cooling Fan 1533 cirn Equipment Location Offices System Type PEAKCV Fan Motor Heat Type PACKAGE Fan & Motor Combined Efficiency 0 Static Pressure Across Fan 0 in H2O NAME Area fi? Heat Loss Sensible Gain Latent Gain Htg dm Clg cfm Time Reception 115 8513 11479 1203 0 596 Jul 1800 LDT Secretary 197 4602 4496 6923 0 219 Jul 1800 LDT Closet 68 1370 829 279 0 36 Jul 1800 LDT Office 148 3286 4691 705 0 237 Jul 1800 LDT Offioe2 148 3739 4974 705 0 252 Jul 1800 LDT Mens RR 66 762 858 63 0 47 Jul 1800 LDT Womens RR 64 454 658 61 0 36 Jul 1800 LDT Break Rm 92 897 2131 232 0 109 Jul 1800 LDT Hallway 126 332 135 317 0 0 Jul 1800 LDT Offices 1024 r 23955 30250 1 10489 1 0 1533 Jul 1800 LDT sa 2017-Nov-2713:55:55 Wrightsoft" RigFFSute®Uriversal201717.029RSU07440 Page k FIe1C1117495 -Rand Yard Lot 12\C1117495.np Calc= MN5 BUIding Frortfaces: N Right -Suite® Universal 2017 Load Summary Job: C1117495 wrightsoft Offices Date: 11-2147 By: JND JHR Consultants, Inc 312 Forest Ave, Altamorte Sprigs, FL 32701 Phone:407-262-9176 For. Lots 12, Rand Yard Commerce Center 611 Trestle Point, Sanford, FL 32771 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1800 LDT Inside: 75 °F Outside: 91 °F TD: 16 °F RH: 47 % MoistDiff: 38.7 grAb Mult 1.0 Ins.wb 63 °F Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 8808 3. TRANSMISSION GAINS Sensible 5530 Walls: 2069 Glass: 2150 Doors: 212 Partitions: 0 Floors: 0 Ceilings: 1098 4. INTERNAL HEAT GAIN Sensible Latent 7361 7213 Occupants: 1672 1700 Lights: 3560 Motors: 0 Appliances: 2130 5513 5. INFILTRATION: Outside air cFm: 0 0 0 6. SUBTOTAL: Space load Sensible Latent 21699 7213 Envelope 21699 7213 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 3575 8. SUBTOTAL: Space load + supply duct 25275 Actual cfm: 1533 at supply TD: 20 9. VENTILATION: Make-up aircfm: 88 1570 2304 10. RETURN AIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 3405 12. TOTAL LOADS ON EQUIPMENT 30250 10489 HEATING LOAD 13. DESIGN CONDITIONS Mult 1.0 Inside: 70 °F Outside: 41 °F TD: 29 °F 14. TRANSMISSION LOSSES 11088 Walls: 3560 Glass: 4382 Doors: 214 Partitions: 0 Floors: 1919 Ceilings: 1013 15. INFILTRATION: Outside airctm: 138 4419 16. SUBTOTAL: Space load 15506 Envelope 15506 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 2315 1& VENTILATION: Make-up air cfm: 88 2802 19. HUMIDIFICATION 2735 Piping 0 20. RETURN DUCT 598 21. TOTAL HEATING LOAD ON EQUIPMENT 23955 2017-Nov-2713:55:55 wrightsoft` Right -Sate® Uriversal 201717.029 RSLI07440 Page 1 k File\C1117495 - Rand `lard Lot 121C1117495.r p Calc= MN5 Buldirg Frortfaces: N Right -Suite® Universal 2017 Load Summary Job: C1117495 wrightsoft Break Rm Date: 11-21-17 By- JND JHR Consultants, Inc 312 Forest Ake, Ntamorte Springs, FL 32701 Phone: 407-262-9176 i ec iqtqrmatigmwxwis For .s 12, Rand Yard Commerce Center Trestle611PointSanford, one', ...:.BreakRm, COOLING..LOAD....».u. m ,»,z»., ........ 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1700 LDT Inside: 75 °F Outside: 91 'F TD: 16 °F RH: 47 % MoistDiff: 38.7 grAb Mult 1.0 Ins.wb 63 °F Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 0 3. TRANSMISSION GAINS Sensible 313 Walls: 214 Glass: 0 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 99 4. INTERNALHEAT GAIN Sensible Latent 1004 0 Occupants: 0 0 Lights: 254 Motors: 0 Appliances: 750 0 5. INFILTRATION: Outside air cfm: 0 0 0 6. SUBTOTAL: Spaceload Sensible Latent 1538 0 Envelope 1317 0 Less external 0 Redistribution 221 0 7. SUPPLY DUCT 253 8. SUBTOTAL: Space load + supply dud 1791 Actual c6n: 109 at supply TD: 20 9. VENTILATION: Make-up air cfm: 6 99 145 10. RETURN AIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 241 12. TOTAL LOADS ON EQUIPMENT 2131 232 HEATING LOAD 13. DESIGN CONDITIONS Mult 1.0 Inside: 70 °F Outside: -41 °F TD: 29 °F 14. TRANSMISSION LOSSES - 473 Walls: 382 Glass: 0 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 91 15. INFILTRATION: Outside air cfm: 0 0 16. SUBTOTAL: Space load 551 Envelope 473 Less external 0 Less transfer 0 Redistribution 78 17. SUPPLY DUCT: 82 18. VENTILATION: Make-up air clm: 6 176 19. HUMIDIFICATION 67 Piping 0 20. RETURN DUCT 21 21. TOTAL HEATING LOAD ON EQUIPMENT 897 wrightsoft' 2017-Nov-27 13:55:55 RigFt- Suteouiversal 201717.029 RSL107440 Page 2 k RIe\C1117495 - Rand Yard Lot 12\C1117495.np Calc= MN5 Bolding Front faces: N r Right -Suite® Universal 2017 Load Summary Job: C1117495 wrightsoft° Closet Date: 11-21-17 By. JND JHR Consultants, Inc 312 Forest Ave, Altamorte springs, FL 32701 Phone: 407-262-9176 gx NroJectIntormation# For . s 12, Rand Yard Commerce Center611 --. .. FL32771Zone .. Goset COOLING LOAD ,..., ..: .2 z.. ., . ,.w ........' 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1800 LDT Inside: 75 OF Outside: 91 OF TD: 16 OF RH: 47 % MoistDiff: 38.7 grAb Mult 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 0 3. TRANSMISSION GAINS Sensible 182 Walls: 109 Glass: 0 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 73 4. INTERNAL HEAT GAIN Sensible Latent 254 0 Occupants: 0 0 Lights: 254 Motors: 0 Appliances: 0 0 5. INFILTRATION: Outside air ctm: 0 0 0 6. SUBTOTAL: Spacee load Sensible Latent 516 0 Envelope 437 0 Less external 0 Redistribution 80 0 7. SUPPLY DUCT 85 8. SUBTOTAL: Space load + supply dud 602 Actual cFm: 36 at supply TD: 20 9. VENTILATION: Make-up air cfm: 8 146 214 10. RETURN AIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 81 12. TOTAL LOADS ON EQUIPMENT 829 279 HEATING LOAD 13. DESIGN CONDITIONS Mult 1.0 Inside: 70 OF Outside: 41' OF TD: 29 OF 14. TRANSMISSION -LOSSES 393 Wails: 163 Glass: 0 Doors: 0 Partitions: 0 Floors: 163 Ceilings: 67 15. INFILTRATION: Outside air cfm: 10 325 16. SUBTOTAL: Space load 747 Envelope 719 Less external 0 Less transfer 0 Redistribution 28 17. SUPPLYDUCT: 111 18. VENTILATION: Make-up air cfm: 8 261 19. HUMIDIFICATION 222 Piping 0 20. RETURN DUCT 29 21. TOTAL HEATING LOAD ON EQUIPMENT 1370 2017- Nov-2713:55:55 wrightsoft' IPoght-sutag universal 201717.029 RSU07440 Page 3 k File1C1117495 - Rand Yard Lot 12\C1117495.rnp Calc= MN5 Buldirg Frortfaces: N Right -Suite® Universal 2017 Load Summary Job: C1117495 wrightsoft° Hallway Date: JND 17 Y JHR Consultants, Inc 312 Forest Ave, AltaaWe Springs, FL 32701 Phone: 407-262-9176 0. ` ProjectlnformationY , r . , s sus, In For • ti 12, Rand Yard Commerce Center r- PoiM Sanfbrd, Zone Ha11wa Y..., m., .... COOLING LOAD w,.,. 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1600 LDT Inside: 75 OF Outside: 91 OF TD: 16 OF RH: 47 % MoistDiff: 38.7 grAb Mult 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 0 3. TRANSMISSION GAINS Sensible 385 Walls: 38 Glass: 0 Doors: 212 Partitions: 0 Floors: 0 Ceilings: 135 4. INTERNALHEAT GAIN Sensible Latent 763 0 Occupants: 0 0 Lights: 763 Motors: 0 Appliances: 0 0 5. INFILTRATION: Outside air dm: 0 0 0 6. SUBTOTAL: Space load Sensible Latent 0 0 Envelope 1148 0 Less external 0 Redistribution -1148 0 7. SUPPLY DUCT 0 8. SUBTOTAL: Space load + supply dud 0 Actual dm: 0 at supply TD: 20 9. VENTILATION: Make-up air dm: 8 135 198 10. RETURN AIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 0 12. TOTAL LOADS ON EQUIPMENT 135 317 HEATING LOAD 13. DESIGN CONDITIONS Mult 1.0 Inside: 70 °F` -Outside: 41 OF TD: 29 OF 14. TRANSMISSION LOSSES 406 Walls: 67 Glass: 0 Doors: 214 Partitions: 0 Floors: 0 Ceilings: 124 15. INFILTRATION: Outside air dm: 0 0 16. SUBTOTAL: Spaceload 0 Envelope 406 Less external 0 Less transfer 0 Redistribution - 406 17. SUPPLY DUCT: 0 1& VENTILATION: Make-up air cfm: 8 241 19. HUMIDIFICATION 91 Piping 0 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 332 2017- Nov-2713:55:55 wrightSoft' Righ-Sute®Uriversal 201717.029 RSL)07440 Page 4 k FIe1C1117495- Rard Yard Lot 12\C1117495.np Calc= MN5 Bulding Frortfaoes: N Right -Suite@) Universal 2017 Load Summary Job: C1117495 wrightsoft° Mens RR Date: 11-21-17 By. JND JHR Consultants, Inc 312 Forest Are, Mamorte Springs, FL 32701 Phone: 407-262-9176 For. Lots 12, Rand Yard Commerce Center 611 Trestle Point, Sanford, FL 32771 Zone: COOLING LOAD 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1700 LDT Inside: 75 OF Outside: 91 OF TD: 16 OF RH: 47 % MoistDiff: 38.7 grAb Mult 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 0 3. TRANSMISSION GAINS Sensible 362 Walls: 291 Glass: 0 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 71 4. INTERNAL HEAT GAIN Sensible Latent 127 0 Occupants: 0 0 Lights: 127 Motors: 0 Applianoes: 0 0 5. INFILTRATION: Outside air cfm: 0 0 0 6. SUBTOTAL: Spaceload Sensible Latent 649 0 Envelope 489 0 Less external 0 Redistribution 160 0 7. SUPPLY DUCT 107 8. SUBTOTAL: Space load + supply dud 756 Actual cfm: 47 at supply TD: 20 9. VENTILATION: Make-up air cfm: 0 0 0 10. RETURN AIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 102 12. TOTAL LOADS ON EQUIPMENT 858 63 HEATING LOAD 4113. DESIGN CONDITIONS Mult 1.0 Inside: - 70- OF Outside: 41 OF TD: 29 OF 14. TRANSMISSION LOSSES 585 Walls: 519 Glass: 0 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 66 15. INFILTRATION: Outside air cfm: 0 0 16. SUBTOTAL: Spaceload 641 Envelope 585 Less external 0 Less transfer 0 Redistribution 56 17. SUPPLYDUCT: 96 18. VENTILATION: Make-up air cfm: 0 0 19. HUMIDIFICATION 0 Piping 0 20. RETURN DUCT 25 21. TOTAL HEATING LOAD ON EQUIPMENT 762 2017-Nov- 2713:55:55 wrightSoft• pgtt- Sdte®Uriversal 2017 17.029 RSU07440 Page 5 k FIe\ C1117495 - Rand Yard Lot 1=1117495.nq Calc= MN5 Bdldirg Frortfaces: N Right -Suite@ Universal 2017 Load Summary Job: C1117495 wrightsoft Office Date: 11-21-17 By. JND JHR Consultants, Inc 312 Forest Are, Ahamorte Springs, FL 32701 Phore:407-262-9176 Project information: b R For ti 12, •YardCommerce Center 611TrestlePoint Sanford, FL 32771 COOLING LOAD.,..,. r 1. DESIGN CONDITIONS at Jul 1800 LDT Inside: 75 °F Outside: 91 °F RH: 47 % MoistDifP: 38.7 grAb 2. SOLAR RADIATION THROUGH GLASS 3. TRANSMISSION GAINS Sensible Walls: 189 Glass: 229 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 159 4. INTERNAL HEAT GAIN Sensible Occupants: 238 Lights: 509 Motors: 0 Appliances: 336 5. INFILTRATION: Outside air cfm: 6. SUBTOTAL: Spaceload Sensible Envelope 3134 Less external 0 Redistribution 227 7. SUPPLY DUCT 8. SUBTOTAL: Space load + supply dud Actual cfm: 237 at supply TD: 9. VENTILATION: Make-up air cfm: 10. RETURN AIR LOAD: Lighting + plenum (net) 11. RETURN DUCT 12. TOTAL LOADS ON EQUIPMENT Peak load at Jul 1800 LDT TD: 16 °F Mult 1.0 Ins.wb 63 °F Sensible Latent 1475 - 577 - Latent 1082 200 200 0 0 0 0 Latent 3361 200 200 0 554 3915 20 14 249 365 0 527 4691 705 HEATING LOAD 13. DESIGN CONDITIONS Mult 1.0 Inside: 70 T Outside: 41 °F TD: 29 T 14. TRANSMIISSION LOSSES 1237 Walls: 282 Glass: 454 Doors: 0 Partitions: 0 Floors: 355 Ceilings: 146 15. INFILTRATION: Outside air cfm: 22 708 16. SUBTOTAL: Space load 2026 Envelope 1946 Less external 0 Less transfer 0 Redistribution 80 17. SUPPLY DUCT- 302 1& VENTILATION: Make-up air cfm: 14 443 19. HUMIDIFICATION 436 Piping 0 20. RETURN DUCT 78 21. TOTAL HEATING LOAD ON EQUIPMENT 3286 2017- Nov-2713:55:55 wrightsoft• PighESLiteS Llriversal 20l7 l7.029 RSL)D7440 Page 6 k FIIeC1117495- Rand Yard Lot 12\C1117495.np Calc= MN5 Buldirg Frortraces: N Right -Suite® Universal 2017 Load Summary Job: C1117495 WrightsOft Office2 Date: 11-21-17 By. JND JHR Consultants, Inc 312 Forest Aye, Altamorte Springs, FL 32701 Phore: 407-262-9176 For. Lots 12, Rand Yard Commerce Center 611 Trestle Point, Sanford, FL 32771 COOLING LOAD .::...' u,...... ,3,,..,.. ,,.. 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1800 LDT Inside: 75 OF Outside: 91 OF TD: 16 OF RH: 47 % MoistDiff: 38.7 grAb Mult 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 1475 3. TRANSMISSION GAINS Sensible 791 Walls: 403 Glass: 229 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 159 4. INTERNAL HEAT GAIN Sensible Latent 1082 200 Occupants: 238 200 Lights: 509 Motors: 0 Appliances: 336 0 5. INFILTRATION: Outside air cfrn: 0 0 0 6. SUBTOTAL: Space load Sensible Latent 3575 200 Envelope 3348 200 Less external 0 Redistribution 227 0 7. SUPPLY DUCT 589 8. SUBTOTAL: Space load + supply dud 4164 Actual cfrn: 252 at supply TD: 20 9. VENTILATION: Make-up air dm: 14 249 365 10. RETURN AIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 561 12. TOTAL LOADS ON EQUIPMENT 4974 705 13. DESIGN CONDITIONS Mult 1.0 Inside: 70 OF Outside: 41 OF TD: 29 OF 14. TRANSMISSION LOSSES 1619 Walls: 663 Glass: 454 Doors: 0 Partitions: 0 Floors: 355 Ceilings: 146 15. INFILTRATION: Outside airdm: 22 708 16. SUBTOTAL: Space load 2407 Envelope 2327 Less external 0 Less transfer 0 Redistribution 80 17. SUPPLYDUCT- 359 18. VENTILATION: Make-up air dm: 14 443 19. HUMIDIFICATION 436 Piping 0 20. RETURN DUCT 93 21. TOTAL HEATING LOAD ON EQUIPMENT 3739 ftl f7tSOft' 2017-Now2713:55:55 W 9 Right-SuteO Lkiversal 2017 17.029 RSLI07440 Page 7 k ReVC1117495 - Rand Yard Lot 12\C1117495.np Calc= MN5 Bolding Frorttaoes: N RightSversaLoad uite@ Universal2017LdSummaryJob: C1117495 wrightsoft DaW 11-21-17 Reception By: JND JHR Consultants, Inc 312 Forest Ave, Altarnorte Springs, FL 32701 Phone:407-262-9176 For. Lots 12, Rand Yard Commerce Center 611 Trestle Point, Sanford, FL 32771 Z.,one Reception . v.....,. .w..- a.._. 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1800 LDT Inside: 75 OF Outside: 91 OF TD: 16 OF RH: 47 % MoistDiff 38.7 grAb Mult 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 5533 3. TRANSMISSION GAINS Sensible 1809 Walls: 266 Glass: 1420 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 123 4. INTERNAL HEAT GAIN Sensible Latent 1114 650 Occupants: 599 650 Lights: 254 Motors: 0 Appliances: 261 0 5. INFILTRATION: Outside air cfm: 0 0 0 6. SUBTOTAL: Space load Sensible Latent 8456 650 Envelope 8456 650 Less external 0 Redistribution 0 0 7. SUPPLY DUCT 1393 8. SUBTOTAL: Space load + supply dud 9850 Actual cfm: 596 at supply TD: 20 9. VENTILATION: Make-up air cfm: 17 303 444 10. RETURN AIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 1327 12. TOTAL LOADS ON EQUIPMENT 11479 1203 HEATIN G LOAD w ,-... a .,......,:: 13. DESIGN CONDITIONS Mult 1.0 Inside: 70 OF Outside: 41 OF TD: 29 OF 14. TRANSMISSION LOSSES 4121 Walls: 448 Glass: 2935 Doors: 0 Partitions: 0 Floors: 624 Ceilings: 114 15. INFILTRATION: Outside air cfm: 57 1834 16. SUBTOTAL: Spaceload 5955 Envelope 5955 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT: 889 1& VENTILATION: Make- up air cfm: 17 540 19. HUNIIDIFICATION 899 Piping 0 20. RETURN DUCT 230 21. TOTAL HEATING LOAD ON EQUIPMENT 8513 Wrl httsoft 2017- Nov 27 13:age 8 9 Right-Sute®Uriversal 201717.029 RSU07440 Page 8 kFIeC1117495-RardYard Lot 12V117495.np Calc=MN5 BuldirgFront faces: N Right-Suite(g) versaLoad Universal2017LdSummary Job: C1117495 wrightsoft° Secretary Date: 11-2147 Y By. JND JHR Consultants, Inc 312 Forest Ave, Altamorte Springs, FL 32701 Phone: 407-262-9176 xojec , n orma ion ,fi40 r s Rand _.Center Trestle611 PointSanford, Zone Secrets 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1600 LDT Inside: 75 T Outside: 91 °F TD: 16 T RH: 47 % MoistDiff. 38.7 grAb Mult 1.0 Ins.wb 63 of Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 325 3. TRANSMISSION GAINS Sensible 893 Walls: 410 Glass: 272 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 211 4. INTERNALHEAT GAIN Sensible Latent 1808 6163 Occupants: 599 650 Lights: 763 Motors: 0 Appliances: 447 5513 5. INFILTRATION: Outside air cfm: 0 0 0 6. SUBTOTAL: Space load Sensible Latent 3106 6163 Envelope 3026 6163 Less external 0 Redistribution 80 0 7. SUPPLY DUCT 512 8. SUBTOTAL: Space load + supply dud 3618 Actual cfm: 219 at supply TD: 20 9. VENTILATION: Make-up air cfm: 22 391 573 10. RETURN AIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 487 12. TOTAL LOADS ON EQUIPMENT 4496 6923 r HEATING LOAD" xa- 13. DESIGN CONDITIONS Mult 1.0 Inside: 70 T Outside: 41 T TD: 29 T 14. TRANSMISSION LOSSES 1926 Walls: 770 Glass: 539 Doors: 0 Partitions: 0 Floors: 422 Ceilings: 195 15. INFILTRATION: Outside air cfm: 26 842 16. SUBTOTAL: Space load 2797 Envelope 2768 Less external 0 Less transfer 0 Redistribution 28 17. SUPPLY DUCT: 417 1& VENTILATION: Make-up air cfm: 22 697 19. HUMIDIFICATION 583 Piping 0 20. RETURN DUCT 108 21. TOTAL HEATING LOAD ON EQUIPMENT 4602 2017- Nov-27 13:55:55 wrightsoft' Right-Sute®Uriversal 201717.029 RSLI07440 Page 9 k FileVC1117495 - Rand Yard Lot 12\C1117495.np Calc= MN5 Buldirp Frortfaces: N Right -Suite® Universal 2017 Load Summary Job: C1117496 wrightsoft Womens RR Date: 11-21-17 By. JND JHR Consultants, Inc 312 Forest Ave, Altamorte Springs, FL 32701 Phone: 407-262-9176 x,. irk 7 a . Pro ectA fork or r For Lots 12, Rand Yard Commerce Center 611 Trestle '• • • Z one. WornerasRR ' 3b COOLi!G LOAD„a u.. 1. DESIGN CONDITIONS at Jul 1800 LDT Peak load at Jul 1700 LDT Inside: 75 OF Outside: 91 OF TD: 16 OF RH: 47 % MoistDiff.. 38.7 gdlb Mult 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 0 3. TRANSMISSION GAINS Sensible 217 Walls: 148 Glass: 0 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 69 4. U14URNALHEAT GAIN Sensible Latent 127 0 Occupants: 0 0 Lights: 127 Motors: 0 Appliances: 0 0 5. INFILTRATION: Outside air cfm: 0 0 0 6. SUBTOTAL: Spaceload Sensible Latent 498 0 Envelope 344 0 Less external 0 Redistribution 153 0 7. SUPPLY DUCT 82 8. SUBTOTAL: Space load + supply dud 580 Actual cfm: 36 at supply TD: 20 9. VENTILATION: Make-up air dm: 0 0 0 10. RETURN AIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 78 12. TOTAL LOADS ON EQUIPMENT 658 61 HEATING LOAD ' 13. DESIGN CONDITIONS Mult 1.0 Inside: 70 OF Outside: 41 OF TD: 29 OF- 14. TRANSMISSION LOSSES 328 Walls: 265 Glass: 0 Doors: 0 Partitions: 0 Floors: 0 Ceilings: 63 15. INFILTRATION: Outside air cfm: 0 0 16. SUBTOTAL: Space load 382 Envelope 328 Less external 0 Less transfer 0 Redistribution 54 17. SUPPLY DUCT: 57 18. VENTILATION: Make-up air cfm: 0 0 19. HUMIDIFICATION 0 Piping 0 20. RETURN DUCT 15 21. TOTAL HEATING LOAD ON EQUIPMENT 454 WPI f1ti'SOft` 2017-Nov-2713:55:55 9 Right-SuteO Uriversal 201717.029 RSU07440 Page 10 k FIe1C1117495 - Rand Yard Lot 12C1117495.ny Calc= MN5 Buldirg Frort faces: N r Et Er'A:arz- S f ky..4p. s Y EXM6 VEEL Al '"-HlultalEi"a ow ' itq>wDu r p rr oc. wx L -AN wrrN tEKNYre'B RNETE.MC CDArED WPIXOCxOEVERY0111ER caRRlaAmN DPTM 1 ue%JAMBS -LH GVE)E MOVNT SHOWN I'-- 61H• .-i FXprEgETEEI IV! Al' eELrmxLFo 1• r ac. NATLoulwral iCURTAW YY-WNDLDGUI ATTKX 2EACH YIa. ETe.LNC canD webLxX p EVEIW O1r1ER canRuaraN OPTpN W •tDtt IRAI W •11N (PLGI CWTAN CINTAM w+10.1IfLF) N •It,i {FLFf W-0EI IPLFI WiEl lNf) CONCRETlJfILLPD BLOCK JM106 RN OMOE MWNT BMpWN SUPERIMPOSED LOAp OMGRAAaOPTIDN3 1-1 DEWBAL NOTES T THSROLL-IM DOOR SYBTOO OESCFEe KWR11OANCE' ZmEFtWIRDAOULOND CODE (FBC)ANDNTEMNTNrMIBuenNLFCODE (•C4 THE REWEiEO DEBIGN WIND PRFSBUREa FORA DOOR N ANY PMT T BMLUNOSHALLWOE'IERAM1Ep IN ACCORD ANC ERE BECiIONt a OF THEFBC. N CODEAURIHDICTCNSOUTBCEOFFlOWREDUCEDOESIDMWINDPRESIARQMVBEDETERIMIFNACCORDANCEWONBKTgNIeOSOFTHEIBCORWITHTHELOCALSMLONOCODENFFFECiFO0. THE BPEbFIC LOCATCN. 2. THIS ROLL-W DOOR 1MS BEEN SUCCEBSFLLLY TESTED ACCORONG M THE WFOIIMHTATC AM PREBSMLE TEST PER ASTM EOM ANDANBLOABMA iM TO SAFELY RESMTA POSIrNE MD NEA THE WBCL LOAOAS NOTED lEIOW. A TEST LOAD Oi 1AX pEHCN LOAD NAB BEEN VBIC. OESCN LOAD • N... PBF mo S. WEA 1-0ADS fOR BUNDIIN2 OPENINSBAWiL OE DETFAMINEDBY APROFEBBMHU. ENONEER UBNO APPROPN" eEm meOAND LOAD ORFTHES LDROO KW4 BE UN-0WMeI!THE DlBA2N lOMLIEEROREXCEEOEiNEDEBpNLOADFORTHEeVLONOOIENH0. A. BUPERBVOSED LOWS ON THE U FROM TNIS DOOR ME Dee"Ko M VE AFeW H eN. CDMTRACTOg8 LOAD NAVE BNLDR,G ENGINEER VERRY ApEOWCYOF BL.DNO8TR11DTMLE TOI1ESLai ewERBePosEoLOADSv,, W. e. ALL VMDM NLAlA SE FEW00EC W OLL Wal)WELDERS W ACCORDANCE Mm&WA. SPFLFCATCNS, LATEST EOrnDN. ALL -NW ELECTROOES BHALL CONFDRM M AW.S. M.1 OMDE e, 000Re aHAu x PROVUEDYRIM Lob( MECNAN•I•W AT THE OPIKN OF 111E tWR@R I. ALL BOLTS A- WABMERB SIMLy BE DAL -RED OR VAN M STEEL WAN MF.NIL Tm3LE STRENGTH a Bo XAL e. DEBCN BABEo ON CERTIFIED TEBTNO LABORATORIES. NC. TEST REPORTS NO, CitA-1pNW FOR TFMatlN GMDE AnAC M MJ AND ND.CTLA-I1Mw PW TOE OF OU ATTAC M TOYWB. S. AWb NOTES: A EAMEDMENT LENOTX DOE9 NOT NCLUpE sru= FN16X. E FOIL NOlLOW MABOIHW, Fal ALL CELLS p ANCNb1 WRH Nee P•OAON. C. ANCFCRSBIMLLWNST W NACCOgDANCEWRH MANIIFKTWERSSPECIF"TXNB, 0. DODR OPERATCN TYPE MeE PUIHlo,HAW N, OR ELECTIBC. t. DUDE TO.MW ATTACHMENT FASTENERS BEON I' FROM FLOOR MO 4• BELOW TOP OF THE WALL OPEW 4. i. TEST oOOn wALt oPEiwo ffiE: 1x •-> X a. r. Q H• O w I,,,i cENSF•:: v No. aRo STATE OF OA . 4 1 OR10P ••a f f l f l t 1'- „NODDNDAETE MEfLLFO aLOtt(Au. -. 7-- qua wrEg1iilatWa'EE`iDHCarEW lf- xarA4MulpecrE!W Nplr arxs• p troc.MAx WMq fM¢OLlM tN arrr Ne.eE WTERW. 1 DGR AN WIXDIDbtaAnKH CURTAN WMDLOLRBATN: n W 7-. WRNiL1I0 RNE D(NiER iEAbl Y1a0 1 La i,. aI000ATW I oPE.rnwOTX I I wwLocR pEYEmcuEw wwDtacxp EYERv oTraa - OFT" 2 PM RETEIF MELOO !ALMA RN W_ MDUNT NICnYN 1 WRXAeT11AMA a 0 A eMLmA IMEf Ya PDNEM wDXIE. an ro t.w OONWflE OP TMIECMENi M TNA COFIT-M DOCVIENTs wBMR O JANUB ppNTMNNFORIMTIA pFAPROPR EFO rUTURE AWAMYNOifIEFEPRLMRr>;ED OA VSEp TD NANIFACTWE AMYIIMG N PMT OR N WMDLE FCR ANY F1MP09E me E)I11AESSKWU*N OFOs FOq PAEPAMTXINOFBCSOFENOREEgEIGWRNOUT TIEE1RE59PERMpSX7NOFYW[. WNibl MAV RECALL DOCVMFNiSAT ANY THE PM1 MLMEN wrzvA: UNLESS OTHERWISE AFEupnXMr. . SPECIFIED DIMEIISCN3 ARE IN HE- TOL wANCEB LIBTED 01N DECIMILL FRACTIONS ANGLES HOLE DIAMETERS Lr, T aF RTANFte Y X. V H•Oa30' .1-1/IS• -I-o-w' UNDER 0.251 ;0 X. X)fX ./-0A05" 0. 251 •0.600 a;p°06y OVER OZW i D. AW SECKY NELSON 1-31-03 nEreM DON MILLS 1-31-03 ArrAD: fR DONMILLS1-31-03 ALLOWABLE TRANSVERSE DESIGN WIND LOADS 1- 1 MAX DOOR WIDTH 6'- 0' MAX DOOR HEIGHT20'- W I DESIGN LOAD POSITIVE PSF) 1 77A DESIGN LOAD NEGATIVE PSF) 86. 4 91- 0" 20'-0' 61.3 68.9 10'- 0" 20'-W 50.2 56.7 11'- 0" 20'-0" 42.1 47.7 17. 0" 20'-0" 36.0 41.0 13'- 0" 20'-0" 31.3 35.8 14'- 0" 20'-0' 27.5 31.6 15' 9" 20'-0" 24.5 28.1 16'- 0" 20'-0' 22.0 25.3 JANUS INTERNATIONAL CORPORATION 135 JANUS INTERNATIONAL BLVD TEMPLE. GA 30179 770562. 2850/Fax 770-552-2264 2014 Janus International Corpors0on AN Rights Reserved CERTIFIED WIND LOAD RATED 26 GA SERIES 3100 DOOR ASSEMBLY MAX. SIZE 16'-0" X 2V-7 T1004 E NONE 1 1---- 2 -' 2 i BRACKETATTACIMFM COICREtEi4= BLOCK: ROWERS YIEpOE—o 3roK 1.Y4'LOW 1:- BOLT, OR.B, -1. x 1.1N' LONG oMw i sTro• y' PeAoaooM LBwCK[T i1•.b.ipR - fOUDL eTeELIAaeB SPdfMXWALLORENNOt21GR ICI[AROFeNN01 M r.ACWTAW .- I SIDE VIEW L 51 SU R7.632 T COMMERCIAL t WINDLOCK 1A K. 01k , Q EN js No.77as _ STATE Of IS a r1 OR.Awc --TK%; ""ONAL V- ELECTRIC--TCN: 1. wonaRp M REQUIRED oronaoNECNt vERTiCAINEADROpM NdN2OMAt1wooM rd MRrtl 21• 21. Od OVEROdTNRu 71•t? 21• d OVERrdTNRU 22' 2t' 1rd OVERdTNRU 27 2T trd OVER TNRU2Dd DUCEOOKLR[R/FEL[D LOCK AMOB 1 UF1 uROE MDUNi1N0 PuiE iM INSTALL dI BOTN,41N5S FOR I - BRACKET AnAGMEM T0.IEEL AVAl9 a. MrlAL NRLLOB10af I 1.1tb Ns x.reo — DRAWING RELEASE q2:2 097 - 105 ICON ) GUIDE ATTACH AT TOE B07'• a i5x.zo ADO GUIDE OPTION ou oleNB BLOT C NOTE RL•VIS N W. 9M OIL IK1NE tM1EN D AODEDTBMCXET OR„oN PLUG WELDED E AOOED ClMNTEO PBE YALUfi4 2x a.100 — T--- Icneu ALL COMPONENT. BNALL BE . ASTMA.52 STEEL WRAN WINDBAR FYW Kai OALVAAUtO . • ( OiYO PERASW"MC •. // II 1.500 ' f , 1.000 I A 105 2.DOD I F T.. GUIDE I r 2ftS0PLW WEIR ,:ONCRETErtALEO BLOCK AW.B 71u•2• OtY Mt. WY LplNpn aW[pOE BOIi rgRISONt OT - mtere H0.E O tT OL. AN% T 01T O.O.MW GPTKMIi , i. g E ELF MLLR10 SCREW IMTERIAL: GOO I 1"J ...._.. _...__ onncu wLnvNlceUrvLTraleN rWpnL:Vgt STRUCTURAL STEEL. GRADE 50. CLASS 1 250 TNESE CONWEMML DOCUMENTS SUBMITTED aYJAMlB COWAN WORAYTIOM OF A PILOPRIETARY IIATUIIE 1 - ALOSEO"eBeRERROOYOEOOMNEDTOIMNNFACIWEANYTMNO NPSOFF NWNOLE FORANY27fR.109 NRPOBE OTNEET EiNATWMCNIBNECEe1AW$CM RYMCA WCUB TSAT E . WITNOVT THE EXPRESS PERLIam1012O< IA111J8 YIIIICII MAY RECALL OOCUMENrSATANY lIL1E. 570 Fr IfILESS OTHERWISE SPECIFIED DIMENSIONS ARE MI INCHES. TOLERANCES LISTED BELOW. 115 71 GA) gp• DECIMAL FRACTIONS ANGLES HOLE DIAMETER. x.XX -Ow FI-1nB• Fig 0. 30 UNDER 0.261 — .0. 3.030 ---- xJax ./-0.". 0.251.0.500 'p" SEE SHEET 2 FOR NOTES OVER 0.600 : o BECKY NELSON DON MILLS DONDON MILLS Qua 12 OA I.105f OVM MOU"NO DETAL a.twrw.,wwe..p e,n•unluuLRR1 lF rouA[ JANUS INTERNATIONAL CORPORATION 135 JANUS INTERNATIONAL BLVD TEMPLE, GA 30179 770.562-28=Fax 770-662-2264 D 2014 Janus Intarnatlonal Corporetlon Ad Rights Ra.arvad CERTIFIED WIND LOAD RATED 26 GA SERIES 3100 DOOR ASSEMBLY 3t-03 MAX. SIZE 16'-0" X 20'-0" f•3tA3 ° NONE I I ° 1 .n 2 C u I'1 2%&MT AnACIMFxr CDHCRET[?ILLFD BLOdf: PWIn11 WFDDFJIDLT. N X I"lN' LONG sTFFL: Nex ewr,w.e, as+ex +.vrLoxo NORROIIiI,r 11EAOAOOLI Na' I o • o i vDXTaALxlAORaw cAET i NFAD StOP -- WxMSTEELuMss ma INXwuLowx+D CLEAR OOExwOI i EEWCURTNx —' I Z SIDE VIEW D••GEMSF•': Is No. 7788 o s STATE OF rr z Fprt xAuD CAN W MPFR IUM:'F6'E' ,// v`ONA` OR ELlCTRIC DPEMitlN; 1-YI• MOp1E N0!DRNl.N D1wl• r _, . !t r r r r { { 1.125 II1('{, T I1 R1.632 UP} I ICOMMERuaDE lglwrug HATE U tp _ MSTALL ON eOTN JAW.FORC WINDLOCK BRACKET ATTACHMENTTO.TEEI INDLOI JAAIsaM Mrtu w.00m) BO• MATERIAL: DID I I AS TMAZ53 STRUCTURALSTEEL, 250 GRADE W. CLASS 1 100 — 2X R,109 J . 5T0 115 11 GA) gp• 3. 038 --- SEE SHEET 2 FOR NOTES 40ROOM REQUIRED OPEWIO VERTCAL NORRONf4 NEgxT MFJ,DROOM NEAWOOM THRu p• m- BP OVER O• TNRUxt• zr 1Pi1' ovER Pczl. ia m NRU A4rOVER M'C TNRU32' 21' 1rC WER TNRU 1.0 OVER TNRO WOouoE caNcnererc+m Atx JM1B5 DRAWING RELEASE tatm 1DN 697 105 m $ GUIDE ATTACH AT TOE 11.1 sE ADD GINDE OPTION 3 4.1 M 1—' ( sTFEu C NOTE REVISION E•rra9 CS Sel OROR NOES WHEx D ADD—OkACXET(*T 1.2D12 CS T KW WFlDEO E ADDEDf.1MRTE—VAWES it CS 2x R.109 -- I7—} (.TlELI Ass ALL COMPONENT..IIN.L 9E ASTM AM STEEL WARN WINDBAR FY.33KWGALVANIZEO ..5 ', A •• / Q!tw-..— PER" TM M530-W n T 1500 Jos A 4. / . •' t i . Ftf 2. 000 A r 1. 143 J 1 1 311 — y 4• WIOE nrenuD weld pxcRETFKSLEOR.ODXAAM.. p + r OC. WY ySNp Ye'Xf AOWD1.wmOER0.1 Meg, m r ^ Oiroc. MAY p I O.C. 1 r 1 91" AllT- SELF ORALwO 9CREw t20At.? ugl u DFiMOUN/1NO CEfNI BAKED SILMANIZED POLYESTER FINISH COAT TKMCONFIOENTMLDOCUMENT. SUBMITTE Wb CONTANPiO TMw OFAMOPM"MYNATURE AND wv NOT u REPRooOCED oR usEO To LNNUFAC'fRNE ANYTMNG wPARr oN w 1HgLE FORANr PURPOSE OTHER TW.NI WT WNICN IS NECEBS4RY FOR PRF MAipN DF WD. DF ENDNEEAFq WR1f01f1 ME ExPRESB PERMaSN711 OF AANUB WNICN WY RECALL OOCUMENTSATANY la+E. UNLESS OhIERWISE SPECIFlED DIMENSIONS AREMINCHES. TOLERANCES USTEO BELOW. DECIMAL FRACTgNS ANGLER HOLE OIMAETERS x. xx H-0.030- iHC H-0. 3V UNDER 0.261 !per XJOIX N-0.005• 0. 251-0.500 'off OVER 0.600 oA BECKY NELSON DON MILLS DON MILLS xRi. r FAaex' xT Fr® AArt6•T w°t JANUS INTERNATIONAL CORPORATION 135 JANUS INTERNATIONAL BLVD TEMPLE, GA 30179 770562- 2650/Fax 770-562.2264 0 2014 Janis Int—tbn sl COrporetlon AO Rights Reserved CERTIFIED WIND LOAD RATED At! 26 GA SERIES 3100 DOOR ASSEMBLY 1. 31-03 MAX. SIZE 16'-0" X 20'-0" 1. 31-03 T1004 E 1. 31-03 NONE r. 1 2 STEEL yMMB$ -LN DUDE MOINT SHOWN E%ETNO $LE0 Itlr -j ENgTMp ETEEtI7L,e•APM MME 1A1 1W F1>„RtND tr oc. zAAx r oD. AWXo*H touiDNs1 LCURTAN r CURTAN x,—. waotocxe ATTAw ye --ocze ArTAax wrtH zrwcH v,e•e - wnHZEACH v,rE RNErs,axccaiEo wvETe-nNc couEo WNDLOCBa EVERY OTHER L wt•DIDC%YEVERYOTNER ccamDAtaN cceuxiATloN OPTM I OPTM w•FITtPLFr w.xnpvz _ ,.., w .,on tRFz vn,Dtncr dRTAN nmrAN w+FlPlwdu3lKq wQ1IINJ7 W-N,IRi) CONCJ,RETGfILLED.LOCK JAAffi6 Ib10UDE MOUNT SHDWIJ QN H. 01X0 4 mow ti GEMS ••;' v F ' No. 7T6 STATE OF ABA -A i llllllll<<- EE.rWBcoNucrL ^:.;. ONF%LEOMoac- -. I AwlBrel1ID.Nei TIBCNaTNP.,Y O: .MIJtT . wn. I EMBEDMENT or •y '.'•• vtrr IN asE WTERIAL wrALwD eaEw ui1z,•.,roD.ANY CumAN CURTAN i r WrwLocNS AnACN wtNotoc%c,AnAn, 1 xe' BEACH v,C. wRHTFACH ]Iro•0 . aY raJccwrEu RNETs— coAim I oIENRD- owDTH WeDLOCA OEVERY OiNHt ? WNOI.00E aEV£MO1MEq - I C0111RWTpN--'-- uRTNNNES BT1+ ..• , OPtION2 CONCRETDFlLLEO BLOC%J,AMa RN DtROE AJOUNT JNiOwN A- AND 1. TNS ROLLLP DOOM SYSTEM III DESLLTKRWREDDESM a- 1N10FRLORRMFORAooMIIFBCINRRMTDNALBuxnESMALLCODEIOETTHEIIEWIREDDEBxNJENNSECM0.1 FORA DOOR N AMY PMTULLpN06OETERMNEpNACCO0.DANCE WITH SECTION 180E DEMPANNC N CODE A aWTIoA or FLO JUREpCTDNIIOUTSIDEOFRORMaLREIXEJED GESgN VAMO IXJE58UREC MAY BE pETENEIEON BFEDFORIOA1- T-. ECTDN IerBOF THEIBC OR WInI THE LOCAL BUILDNG CODENEFFECTfOR THE z n iMAD,YAirITY•vsR i - O" O rEEtNKPENRi . . v T88 ROLLASTMEDOOR KAS MDANNSUCCEiULLYTE3TEDACCORW10T- UMFO IWEATN:AIRPRE$StxiE TE$Tn0.ASTM fa EAHD NEOATNE WNMLWOAB ADTESTNOTEDALcorIAMABELOW, ATEST LOAD Or,b%DE$ION LOAD HAB $BEN USED. LOAELVREBISTUSED. DE$ DNLOAD••A PBf wEEMIEEAEM v. YJD LOAW FOR BUBDPq OPENMQI SJNLL BE tE/FAMINED BY APiJOFE38DNAL FAATYlU USNO mxwr•i oATNaee a A t$ RNTEWNDSPEEDAND CEDENCRnERN, TNa DOORANY$!USED VAla1E nJE OlSDN WAD MEETSOREItCEE08THEDE8101/LDA0 F011 THE BUILONOOPENN0. ELT -.- w EfucEuwRIm911. SIIENB.OSEO LOADS ON TN[JAYB,4FRGAA DODAvER" AREDESIONEF As AG N. CONTRACTORS SINLL INVE aUEORJG ENG$EER VERPY ADEOUM,Y OF Su60ND BTNIGTURf ro REMeT 4MRirrUIERB. DSED LMD9 MEN CWWENMAL 00CUMERT8SUBMIrtED BY JANUS CONTAN NFORIMIDN OF A PROPRIETARY NATURE ANU µAY NOT BE REPROOLCED OR I13EOlp WMFACTIRTE ANrTIEq N PARTOR N WIDIE FOR ANY e. ANCEWIDE A.Wa. SPECSICATONS, 811MLBEPERoELEDWOUALJFEbWELOERAIToPURPOSE OLIIERTFNN THAT WNCFI a NECl99ARY FOR OREPAMTI J OF BD9 OF ENGEJ!!0.$J6N'ITNOUT THEE% PRE83 PERMISSION OF- RWH MAY RECALL DOCUMENTS AT TIME. LATESTEor LATE6TEORDNALt WELMNO ELECTROOEB SHALL CONFORMro A.WS. As.t GRADE E-Ta. A.- ANY e. 000Rs-1 BE IAo,o=WITH IDG MECMMJWMB AT TNF-`oM a THE DWMEIE I. ALL BOLT$AAD WANE" sMALL BE OALVANRED OR STAWM$MEL WRN A 14,416141 tEN8EE$TRENOTH Of SE m UNLESS OTHERWISE BPEC*XD DIMENSIONS ARE IN IKMEB TOLERANCES U37EDBELOW. F bESIOM BASED ON CERTIfNM TERTNO LABORATMES,NC, TEST REFORM NO.CMNRILV POR iW101JOH DUDE ATTACI-rr TO JAMB AJC W. C - ISAR FOR Me OF DUDE ATTAOMMENT TO JAMB. DECIMAL FRACTIONS ANGLES MOLE DIAMETERS 1, ANCHOR NOTES: A EMBEDMENT LCNOTH D0E8 NOT NCLUW 8TL=0 FBMBN, x.xx EFOA70• •/-1/t8' H-0•SP UNDER OZI .a, - B. fOR NOLLDW NASONRY, FS L N.L CELIS O ANC1gR WIM,eOE %I QROVt. xx Ifd.D05• -Deaf C. ANCMONS$HALL sE MTALLED N ACCOROANCE NTTH MANFACTURER33KCPKATDN$, 0.251-0.5W o. ODOR OPERATx1N TYPE TO BE PU$H Lr, JNID CMAK OR ELK . 1. OUIOE 10 JAA•AnACNNENTPABTflER9 BEON 1• FROM FLOOR AND P BELOW TOP ON THE WALL OPEN.JO. OVER 0.5W .0, ALLOWABLE TRANSVERSE DESIGN WIND LOADS DCCA MAX DOOR WIDTH 81- 0' MAX DOOR HEIGHT 20'- 0' DESIGN LOAD POSITIVE PSF) 77A I DESILOAD NEGATGNEIV PSF) 86. 4 " 9'-0' 20'-0" 61.3 68.9 10'-0" 20'-0" 50.2 56.7 11'-0" 20'-0" 42.1 47.7 17-0' 20'-0" 36.0 41.0 13'-0" 20'-0" 31.3 35.8 14'-0" 20'-0' 27.5 31.6 15'-0' 0'-0" NO 24.5 28,1 16'-0" 2OW 22,0 25.3 b HRS eTRUci •N4ETa-._ 'A`\fit\ CMMTYASDAENMMMl PANTED ~ ...:. THRH a' r EOYERe NN.EWEOMfFPN coNORea as TwTerx rML nau EOLnwroAx . FrtPeiu wzgTNOnmENre w°°ewT NALNMMER JANUS INTERNATIONAL CORPORATION arzl%v: 135 JANUS INTERNATIONAL BLVD TEMPLE, GA 30179 770.562. 2860/F.x 770-662.2264 m 2014 Janus International CDrporat m A6 Rights Reserved MR OF M:ANA•E: CERTIFIED WIND LOAD RATED 26 GA SERIES 3100 DOOR ASSEMBLY BECKY NELSON 1-31-03 MAX. SIZE 16'-T X 20'-O' DON MILLS 1.31-03 g `"•r"`"' T1004 RE DON MILLS 1-31 -03 E' NONE eT: 2 0<. 2 INSPECTION SEQUENCE BP# 18-871 ADDRESS: 611 Trestle Point BUILDING PERMIT Min Max Inspection Descri tion Footer / Setback Stemwall 1.0 Slab / Mono Slab 20 Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 30 Frame 40 Insulation Rough Firewall Screw Pattern 50 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'1) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence 1000 Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL PERMIT; , Min Max Inspection Description 10 Electric Underground . Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 10 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final 4 17r; xAN. =:ra Min Max Ins ection Descri tion Rough Plumb 10 Plumbing Underground 20 Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final ME.CHANIO& PERMIT ,-'', Min Max Inspection Description 10 Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap 1000 Mechanical Final REVISED: June 2014