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HomeMy WebLinkAbout3710 W 1 St 17-36153 CABLE PERMITi 6 -- Revision Response to Comments Permit # 1 "1- -2-, 1 S S City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date i\AP-i LA sol z Project Address: n l0 1 ST E'i Contact: E CA+a-,-S Ph: x -4t--1 - 33 3- 1 1 So Email: 1 (e,VVI c d -.e.) [^^ Fax: tA't Trades encompassed in revision: General description of revision: M Building ®q t,Aall Plumbing ` 0 E Electrical a ` Pct. ; a• 2 c «; cyr g ({ S d Mechanical P Life Safety D MOM9Tn@0 Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention wilding ' ! F— April 27, 2018 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 RE: Sky Power Sports Job # 17002 C4Arcliitecture,L-L-C Application Number: 17-3253 135 W Central E)W. Suite 340 To Whom It May Concern: Orlando, Florida 32801 P 407.363.6136 AA26001097 This document is in response to changes and coordination with the building owner and contractor. Architectural and Electrical sheets include Revision #2. Below is a narrative describing the revisions on each sheet: Architectural A201 A new wall has been added in the showroom space with portions extending to the deck for stability and support. Electrical Please see Electrical narrative. Respectfully, Clark M. Stranahan, AIA, NCARB Florida License #91246 Cc: file OF Fto,, a.P•'• •.!Q A.STRgNgy y 0E 46 r RE'D •ARG RFCE1 E me CLE ENGINEERING May 3, 2018 Sky Powersports 3710 W. 1" Street Sanford, FL 32746 Clear Eng. Project #77112) Permit Application No. 17-3153 Change Narrative: Revision 3 COORDINATION / V.E. CHANGES E001 Added fixture type "SLD" to schedule E002 Added circuits LB -1, LB -2 to panel schedule ES100 Added new "SLC, "SLD" lights on building. E302 Added (8) new duplex receptacles along new wall. Pleaq let unknow if you have any questions. s G aS'bcerely k ' Darius Adfam 7'P. President 0,.` w t-stF:trt. 13651 Crystal River Drive Orlando, FL 32828 Phone (407) 277-3431 Fax (407) 536-5081 www.clear-enqr.com April 27, 2018 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 RE: Sky Power Sports Job # 17002 C4Arcktect re,L-L-C- Application Number: 17-3253 155 W. Central j)Ivd. Suite 340 To Whom It May Concern: Orlando, Florida 32801 This document is in response to changes and coordination with the building owner and P 407.363.6136 contractor. Architectural and Electrical sheets include Revision #2. AA26001097 Below is a narrative describing the revisions on each sheet: Architectural A201 — A new wall has been added in the showroom space with portions extending to the deck for stability and support. Electrical Please see Electrical narrative. Respectfully, ffa L . Clark M. Stranahan, AIA, NCARB Florida License #91246 Cc: file ems, L'- 7LEAR ENGINEERING May 3, 2018 Sky Powersports 3710 W. 1" Street Sanford, FL 32746 Clear Eng. Project #77112) Permit Application No. 17-3153 Change Narrative'. Revision 3 COORDINATION / V.E. CHANGES E001 Added fixture type "SLD" to schedule E002 Added circuits LB -1, LB -2 to panel schedule ES100 Added new "SLC, "SLD" lights on building. E302 Added (8) new duplex receptacles along new wall. Please ettus know if you have any questions. Sin ely,"' IJIX 4Darius Lams P.E-O r'sident C,C POFIES! i`` 13651 Crystal River Drive Orlando, FL 32828 Phone (407) 277-3431 Fax (407) 536-5081 www.clear-enqr.com COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100008 DATE: December 05, 2017 BUILDING APPLICATION #: 17-100008%87 BUILDING PERMIT NUMBER: 17-100,00887 UNIT ADDRESS.: 1ST ST W 371 16 -19 -30 -5A -C -0000-094B ORD TRAFFIC ZONE:022 warehousing* JURISDICTION: 358.00 5.500 SEC: TWP: RNG: SUF: PARCEL: CO -WIDE ORD SUBDIVISION: TRACT: warehousing,* PLAT BOOK;: PLAT BOOK PAGE: BLOCK: LOT: 00 000 OWNER NAME': ARTERIALS CO -WIDE ORD ADDRESS: zz ROADS ecial Use APPLICANT NAME: R & R HOLDINGS OF CENTRAL FL 1,035.00 26.529 ADDRESS.: 246 MCLEAN PT WINTER HAVEN FL 33884 CO -WIDE LAND USE: NEW VEHICLE SALES TYPE 'USE 00 WORK DESCRIPTION: CITY-SANFORD unit FIRE RESCUE N/A SPECIAL NOTES: SKY POWER SPORTS 371 W. 1ST ST. 26,529 SALES/REPAIR AND 5,500 w STORAGE FEE BENEFIT RATE UNIT CALL UNIT TOTAL,DUE N/A TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD warehousing* 358.00 5.500 1000gsft ROAbS'.COLLECTORS CO -WIDE ORD warehousing,* 00 000 1000gsft ARTERIALS CO -WIDE ORDROADS ecial Use 1,035.00 26.529 unit ROADS -COLLECTORS' CO -WIDE ORD S ecial'Use 00 000 unit FIRE RESCUE N/A LIBRARY N/A SCHOOLS N/A PARKS N/A LAW ENFORCE N/A DRAINAGE N/A AMOUNT SUE STATEMENT RECEIVED BY: Okdb(AS SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING-SI..GNATORY/APPLICANT: FAILURE TO(/NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILIVIL FORTHE FEE. DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** 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. PAYMENT SHOULD BE MADE TO: SEM IN.OLE. COUNTY BUILDING DEPARTMENT 1,101 EAST FIRST STREET SANFORD, FL 32771 1,969.00 00 27,457.51 00 00 00 00 00 00 00 29,426.51 E OR CITY OF SANFORD PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOR LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF'THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. 3p lot 17 OL" CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: PERMIT NUMBER: 1 ?-313 3 BUSINESS/PROJECT NAME: f' ULR Z3 ADDRESS: CONTACT NAME: PHCI VELiS%aZ sPLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: O A 5e" a` 79 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION moo: x- 1 -33 "3 3 V P,% v ? v, dl -o rated Construction Valu 06 Historic District: Yes No V1 Parcel ID: 1 L- 19 - 30 - SA -r, - ocn, - C5 4 PJ Residential Commercial 24 Type of Work: New 59 Addition Alteration Repair Demo Change of Use Move Description of Work: U U Plan Review Contact Person: 0ICA-L s Title :Sfy,1oZ 6s,IMA-Nb(L Phone: 43-7 - 3 3 - j 1 Fax: ` - 333 - t' Email: ' cc @ mdczQqC. c.c.-, Property Owner Information Name G \- IsGS of (/E,s'M-Att- F7- LV- Phone: Street: AcL-C o P -F Resident of property? : C-s City, State Zip: J wz` a- lNe-V3 L 33i3 3 Contractor Information Name MCA ccl mllcpol Phone: Street: 1 (x+12 C QD/ Fax: City, State Zip: Ski 9'Q -'o 3 11 State License No.: C9nC-1 y S Architect/Engineer Information Name: Gni Phone: 4 0-7 - 3 3 - (,13- Street: 13S 1r1 t C£-i,4Ul. C -2,L\10 31ko Fax: City, St, Zip: DeLA,-i pc> (- E-mail: 17G, cc aru CL&g-k, - ,re.. C:oM Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5' Edn (2014) Florida Building Code Revised: June 30, 2015 3 p 9 /( 40' Permit Application I NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing be done in compliance with all applicable laws regulating 9 k o- 2 Signature of Owner/ get Date Print Owner/Agent's Name i e, f Notary-sPa o Date n is accurate and that all work will and zoning. of Contractor/Agent 16-17 Date UPrint Contractor/Agent's Name 1. s,.e.fN!ay a ofFlon a Date KATHRYN BOWEN KATHRYN BOWEN NOTARY PUBLIC NOTARY PUBLIC STATE OF FLORIDA STATE OF FLORIDA Comm# FF140974 Comm FF140974 Owner/Agent is Personally Kn0-e1?rxplres 10/25/2011@ontractor/Agent is E Persona owluplrm'IN25/2018 Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits. Required: Building [1Electrical e' Mechanical- Plumbit6gEj- Gas Roof Construction Type: 2 e Occupancy Use:, Total Sq Ft of Bldg: -9 .A4i*. Occupancy Load: T New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: OA/F - Plumbing - # of Fixtures e-? Fire Alarm Permit: Yes No WASTE WATER: BUILDING`. Revised: June 30, 2015 ' Permit Application 2G C 16,w -j, r r r S1 7J? For purposes of establishing the Permit Fee Multiplier, The BVD is not intended to apply to alterations or the estimated total annual construction value for a repairs. to existing buildings. Because the scope of given time period (1 year) is the sum of each building's value (Gross Area x Square Foot Construction Cost) alterations or repairs to an existing building varies so for that time period (e.g., 1 year). greatly, the Square Foot Construction Costs table does not reflect accurate values for that purpose. ° The Square Foot Construction Cost does not includeHowever, the Square Foot Construction Costs table can be used to determine the cost of an addition that is the price of the land on which the .building is built. The basically astand-alone building which happens to be Square Foot Construction Cost takes into account attached to an existing building. In the case of such everything from foundation work to the roof structure additions, the only alterations to the existing building and coverings but does not include the price of the would involve the attachment of the addition to the land. The cost of the land does- not affect the cost of existing building and the openings between the related code enforcement activities. and is not included addition and the existing building. in the Square Foot Construction Cost. Square Foot Construction Costs o. b, 3r6d1 J20151nternationa1 Building`Code);: IA 1B IIA IIB IIIA IIIB IV . VA VI3 k-1 Assembly, theaters, with stage 233.95 225.89 220.42 211.39 198.92 193.15 204.70 181.63 174.97 k-1 Assembly, theaters, without stage 214.40 206.35 200.88 191.84 179.53 173.76 185.16 162.23 155.58 V2 Assembly, nightclubs 182.86 177.56 173.06 166.05 156.54 152.22 160.22 141.73 136.94 V2 Assembly, restaurants, bars, banquet halls 181.86 176.56 171.06 165.05 154.54 151.22 159.22 139.73 135.94 3 Assembly, churches 216.47 208.41 202.95 193.91 181.79 176.02 187.23 164.50 157.85 V3 Assembly, general, community halls, libraries, nuseums 180.57 172.51 166.04 158.00 144.89 140.11 151.32 127.59 121.94 V4 Assembly, arenas 213.40 205.35 198.88 190.84 177.53 172.76 1 184.16 160.23 154.58 3 Business 186.69 179.79 173.86 165.19 ` 150.70 145.02 158.70 132.31 126.48 Educational 197.52 190.73 185.77 177.32 165.32 156.97 171.23 144.39 140.26 1 Factory and industrial, moderate hazard 111.86 106.71 100.58 96.68 86.77 82.81 92.61 72.75 68.09 2 Factory and industrial, low hazard 110.86 105.71 100.58 95.68 86.77 81.81 91.61 72.75 67.09 i-1 High Hazard, explosives 104.68 99.53 94.40 89.50 80.80 75.84 85.43 66.78 N.P. 1234 High Hazard 104.68 99.53 94.40 89.50 80.80 75.84 85.43 66.78 61.12 i-5 HPM 186.69 179.79 173.86 165.19 150.70 145.02 158.70 132.31 126.48 1 Institutional, supervised environment 187.63 181.26 176.01 168.60 155.33 151.11 168.69 139.15 134:82 2 Institutional, hospitals 314.17 307.27 301.34 292.67 277.18 N.P. 286.18 258.79 N.P. 1-2 Institutional, nursing homes 217.67 210.77 204.84 196.17 182.68 N.P. 189.68 164.29 N.P. 1-3 Institutional, restrained 212.42 205.52 199.59 190.92 177.93 171.25 184.43 159.54 151.71 I-4 Institutional, day care facilities 187.63 181.26 176.01 1,68.6.0. 155.33 151.11 168.69 139.15 134.82 ul Mercantile 136.25 130.95 125.45 119.44 109.43 106.11 113.60 94.63 90.83 R-1 Residential, hotels 189.35 182.99 177.74 170.33 156.80 152.58 170.42 140.62 136.29 R-2 Residential, multiple family 158.84 152.48 147.23 139.81 127.05 122.83 139.91 110.87 106.54 R-3 Residential, one- and two-family d 148.17 144.14 140.42 136.90 131.89 128.41 134.60 123:40 116.15 R-4 Residential, carelassisted living facilities 187.63 181.26 176.01 168.60 155.33 151.11 168.69 139.15 134.82 S-1 Storage, moderate hazard 103.68 98.53 92.40 88.50 78.80 74.84 84.43 64.78 60.12 S-2 Storage, low hazard 102.68 97.53 92.40 87.50 ` 78.80 73.84 83.43 64.78 59.12 U Utility, miscellaneous~ 80.38 75.90 71.16 67.61 60.99 57.00 64.60 48.23 45.92 a. Private Garages use Utility, miscellaneous b. For shell only buildings deduct 20 percent a N.P. = not permitted d. Unfinished basements (Group R-3) = $21.00 per sq. ft. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION l1=_ APPlication No: Documented Construction Value: $ 7 3 4, l oOl, O 6 Job Address: S" aecL t:'"_ Historic District: Yes No V, Parcel ID: 19 - 30 - SA -c- oc>c,,7 - cfi Residential Commercial E, Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: lcti tXS Title:SfySlotZ Phone: (JoEl - IDL7S - 16C-3 Fax: 40-1 ^333 *-tel Email: me2gc. C, Property Owner Information Name G e 1-"Kv s or- (C,YM A -L_ Fz- UV_ Street: alb Acb,R-r-1 PT City, State Zip: W wfaa- tNe-ro Phone: Resident of property? : C-S Contractor Information Name Mc,I c1b• Phone: L z1 _ ---"D-3 --1 t S J Street: `7q o (-Az:,3t2=ac Q6" Fax: City, State Zip: Soz J z_,o Z x'"7"1 1 State License No.: C C_ l3 -S'4 S3 AA Architect/Engineer Information Name: Gy /`tY.CNh V cc-tc_ZG Phone: Street: I 0&;;:t GFr_g AL &y n _'Sjgc :1 -yo Fax: City, St, Zip: 0eLAyA oi (_ E-mail: W cc m, e- C_4arci-., Cc,-, Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE -OF -COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.". A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit 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 infor tion is accurate and that all work will be done in compliance with all applicable laws regulating cgnstA/ttion and zoning. Signature of Owner/ get Date o' tt(LLC- - t,) Print Owner/Agent's Name aZo \'1 igi ature•of Notary SM @ o lend Date ur of Contractor/Agent wi+ M /j,! f-/7 Date Print Contractor/Agent's Name f l.ta,o a of Flon a Date KATHRYN BOWEN KATHRYN BOWEN NOTARY PUBLIC NOTARY PUBLIC STATE OF FLORIDA STATE OF FLORIDA Comm# FF140974Comrrt# FF140974 Owner/Agent is '\ Personally Kno- a Lxplres 10/25/201@ontractor/Agent is Persona owgxpltwl&25/2018 Produced ID Type of ID Produced ID Type of ID BELOW IS . FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No #.of Heads APPROVALS: COMMENTS: ZONING: UTILITIES: ENGINEERING: IRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Contractor Information Name MLke . c1b• Phone: L(b1 i S J Street: '-Iq O (Az +1ZaC- Q6M-) Fax: 4&) - su-k City, State Zip: SA.,ta --o Cl- State License No.: C C_ kaPk n Arch itect/E ng 1 neer Information Name: GLi Phone: t{ ? - 3 3 - 13 exp• 2 Street: 135 kV &;jr C_C TYLAI. &\If) 38o Fax: City, St, Zip: OQ ,.poi`, (_ moo E-mail: ce_c:' . e—G 6_vel.'4 rrz.(1M Bonding Company: Mortgage Lender:1 . 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 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION I:- - - - Application No: Documented Construction Value: $ ! 3 d . q6 Job Address: Historic District: Yes No V1 Parcel ID: lq - 30 - skc- oc>Cx - cr-I Residential Commercial gL Type of Work: New 0 Addition Alteration Repair Demo Change of Ifse Move Description of Work:- JM'UUU D nn UV V, Plan Review Contact Person: 1CAi,x. S Title: 112 Phone: Fax: Email: f } et C mel.,aqc. cz' . Property Owner Information I Name Dr- (ErsyLA-t- F7- LV_ Phone: Street: -M6 Ac PT Resident of property? : AGS City, State Zip: ` kt. l iza- le7t-3 CZ.- 33'343 Contractor Information Name MLke . c1b• Phone: L(b1 i S J Street: '-Iq O (Az +1ZaC- Q6M-) Fax: 4&) - su-k City, State Zip: SA.,ta --o Cl- State License No.: C C_ kaPk n Arch itect/E ng 1 neer Information Name: GLi Phone: t{ ? - 3 3 - 13 exp• 2 Street: 135 kV &;jr C_C TYLAI. &\If) 38o Fax: City, St, Zip: OQ ,.poi`, (_ moo E-mail: ce_c:' . e—G 6_vel.'4 rrz.(1M Bonding Company: Mortgage Lender:1 . 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 be donein compliance with all applicable laws regulating Ak J n e f • `Q bel^ Signature of Owner/ get Date I- \} tt 9- Lc- s`t t) z:. ti Print Owner/Agent's Name i tore -of Notary-,Si'a @ o Flotad Date is accurate and that all work will and zoning. V- , /o----If--/7 of Contractor/Agent Date J5.5604 M /3J(4 -b( -47;S Print Contractor/Agent's Name l 7 Sig tatGre of Notary t of Flo- a Date KATHRYN BOWEN KATHRYN BOWEN NOTARY PUBLIC NOTARY PUBLIC STATE OF FLORIDA STATE OF FLORIDA Camra# FF140974Comm# FF140974 Owner/Agent is Personally KnO'*e ttxpires 10/25/2011§ontractor/Agent is Perso*na*owr;4p1rwW5/2018 Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: 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: 'WASTEWATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION EX,PERMIT APPLICATION 1- - Application No: Documented Construction Value: $ 3 d . O Job Address: 1 c ST c i Historic District: Yes No V1 Parcel ID: Iq - 30 - ski, - oc>01 - 011 `-F 6_1 Residential Commercial gl Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: lty< lf fr l(1M1_ Plan Review Contact Person: 1\k_ k_ lC tkox s Title:SEY'Slotz Com. ''''1/-'502 Phone: 4-q - 3 3 ' 11 Fax: a(- 333 Email: f ice_ ' mr c 2.1c. C"' Resident of property? : JC -S City, State Zip: Property Owner Information Name F_ QV_ Phone: Street: >A6 Acl_(2-Ari P -F Resident of property? : JC -S City, State Zip: Ne -p FZ. 33SBr3 Contractor Information Name Phone: c Street: Ab"% -C Q6M-) Fax: 4s-) City, State Zip: Sk, ( V__Q C-1- 1 State License No.: C9zCka5 3 Arch itect/E ng I neer Information Name: Gy Phone: Street: I 1r E r C 7.)'(YLA _, Lin 2,tt? 3L o City, St, Zip: Dftoma, (_ - Fax: E-mail: W% ccs - e- LL_6r, Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR 1ENDER 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 Revised: June 30 Permit A plication o1 Irl 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: Incertify that all of the foregoing be done in, compliance mith all applicable laws regulating Signature of Owner/ get Date c4- \-" ft 1-c 5a N ocZ rt ti Print Owner/Agent's Name igi ature-of Notary-,STa @o lenad Date i is accurate_ and that all work will and zoning. of Contractor/Agent fid- M kit J-t7 Date l/ Print Contractor/Agent's Name Sig ratite of Notat}Scto@ofFlonaDate KATHRYN BOWEN KATHRYN BOWEN NOTARY PUBLIC NOTARY PUBLIC STATE OF FLORIDA STATE OF FLORIDA Comm# FF140974Comm# FF140974 Owner/Agent is Personally ICno- a ErXplres 10/251201ijontractor/Agent is Persona ow l 1i/25/2018 Produced ID Type of ID _ Produced ID Type of ID BELOW IS. FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: June 30, 2015 Flood Zone: of Stories: Plumbing - # of Fixtures. of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION Application No: PERMIT APPLICATION 1 - -35^3 Documented Construction Value: $ 11 7 3 cX , , o6 Job Address: ;I) 0 W . 1" Historic District: Yes No V1 Parcel ID: I L- 19 -- 3a - SAS,- ©cn, - cfl c-FPJ Residential Commercial gl Type of Work: New 9 Addition -Alteration Repair Demo :Change of Use Move Description of Work: Plan Review Contact Person: 0 lc ti -x s Title:'1oiz t (I - Phone: 4&1 - 3;-3 j 1S3 Fax: qb -333 t-0( Email: ^ Ice - Property Owner Information Name lzG e. \Amjcx,, Chs of 66,sw-fit Fz- Qv- Street: I C. Street: ';)LAto AcL4-,A-r, P -F City, State Zip: kJ to 60- '' tt Ne-t- FL. 33 Phone: Resident of property? : C-S Contractor Information Name MCA ci—'%Nc1r—p1 • a• Phone: Street: --lei b (Azy +t2=6C Q6M Fax: _ _ qS-) City, State Zip: Skt &'Q -'o l`L -1 1 State License No.: C C- Architect/Engineer Information Name: Cy Phone: q z`I - 3(z3 - ( t 3(. Street: I3S '065g -t MAL- &\10 .5,KZ- :380 City, St, Zip: lel AY4CX--, ( 01 Fax: E-mail: W cc,-,, (9- CL-Qyct., rte. C_o.-, Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO 1. 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: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application v 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 be done in compliance with all applicable laws regulating rel All Signature of Owner/ get Date S` 4-\} rt9-t-ci J, Print Owner/Agent's Name i ture-&Notary-,Sm @ o tad Date is accurate and that all work will and zoning. of Contractor/Agent rl /Vl/ct/at V-17 Date UPrint Contractor/Agent's Name Si tatire of Notary/SrtoiofFlonaDate KATHRYN BOWEN KATHRYN BOWEN NOTARY PUBLIC NOTARY PUBLIC STATE OF FLORIDA STATE OF FLORIDA Comm FF140974 Comm# FF140974 Owner/Agent is Personally Knox a %Xpires 10/25/2011§ontractor/Agent is Persona ow>tpl li/25/2018 Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No UTILITIES: Wl //-/d-/7WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application s64.,r:.v c r r S1 y 7jr They SVD is not intended to apply to alterations or repairs to existing buildings. Because the scope of alterations or repairs to an existing building varies so greatly, the Square Foot Construction Costs table does not reflect accurate values for that purpose. However, the Square Foot Construction Costs table can be used to determine the cost of an addition that is basically a stand-alone building which happens to be attached to an existing building. In the case of such additions, the only alterations to the existing building would involve the attachment of the addition to the existing building and the openings between the addition and the existing building. For purposes of establishing the Permit Fee Multiplier, the estimated total annual construction value for a given time period (1 year) is the sum of each building's value (Gross Area x Square Foot Construction Cost) for that time period (e.g., 1 year). The Square Foot Construction Cost does not include the price of the land on which the building is built. The Square Foot Construction Cost takes into account everything from foundation work to the roof structure and coverings but does not include the price of the land. The cost of the land does not affect the cost of related code enforcement activities and is not included in the Square Foot Construction Cost. Square Foot Construction Costs a.b,c roup,(2015 International Building'Code) IA IB IIA' IIB IIIA IIIB . IV: VA VB 1 Assembly, theaters, with stage 233.95 225.89 220.42 211.39 198.92 193.15 204.70 181.63 174.97 1 Assembly, theaters, without stage 214.40 206.35 200.88 191.84 179.53 173.76 185.16 162.23 155.58 2 Assembly, nightclubs 182.86 177.56 173.06 166.05 156.54 152.22 160.22 141.73 136.94 2 Assembly, restaurants, bars, banquet halls 181.86 176.56 171.06 165.05 154.54 151.22 159.22 139.73 135.94 3 Assembly, churches 3 Assembly, general, community halls, libraries, iseums 216.47 180.57 208.41 172.51 202.95 166.04 193.91 158.00 181.79 144.89 176.02 140.11 187.23 151.32 164.50 127.59 157.85 121.94 t Assembly, arenas 213.40 205.35 198.88 190.84 177.53 172.76 184.16 160.23 154.58 3usiness 186.69 179.79 173.86 165.19 150.70 145.02 158.70 132.31 126.48 Educational 197.52 190.73 185.77 177.32 165.32 156.97 171.23 144.39 140.26 I Factory and industrial, moderate hazard 111.86 106.71 100.58 96.68 86.77 82.81 92.61 72.75 68.09 Factory and industrial, low hazard 110.86 105.71 100.58 95.68 86.77 81.81 91.61 72.75 67.09 1 High Hazard, explosives 104.68 99.53 94.40 89.50 80.80 75.84 85.43 66.78 N.P. 34 High Hazard 104.68 99.53 94.40 89.50 80.80 75.84 85.43 66.78 61.12 i HPM 186.69 179.79 173.86 165.19 150.70 145.02 158.70 132.31 126.48 Institutional, supervised environment 187.63 181.26 176.01 168.60 155.33 151.11 168.69 139.15 134.82 Institutional, hospitals 314.17 307.27 301.34 292.67 277.18 N.P. 286.18 258.791 N.P. Institutional, nursing homes 217.67 210.77 204.84 196.17 182.68 1 N.P. 189.68 164.29 N.P. Institutional, restrained 212.42 205.52 199.59 190.92 177.93 1 171.25 184.43 159.54 151.71 Institutional, day care facilities 187.63 181.26 176.01 168.60 155.33 151.11 168.69 139.151 134.82 vlercantile 136.25 130.95 125.45 119.44 109.43 106.11 113.60 94.63 90.83 I Residential, hotels 189.35 182.99 177.74 170.33 156.80 152.58 170.42 140.62 136.29 Residential, multiple family 158.84 152.48 147.23 139.81 127.05 122.83. 139.91 110.87 106.54 I Residential, one- and two-family d 148.17 144.14 140.42 136.90 131.89 128.41 134.60 123.40 116.15 i Residential,care/assisted living facilities 187.63 181.26 176.01 168.60 155.33 151.11 168.69 139.15 134.82 Storage, moderate hazard S`- 103.68 98.53 92.40 88.50 78.80 74.84 84.43 64.78 60.12 storage, low hazard S _ eZ 102.68 97.53 92.40 87.50 78.80 73.84 83.43 64.78 59.12 ltility, miscellaneous 80.38 75.90 71.16 67.611 60.99 1 57.00 1 64.60 48.23 45.92 a. Private Garages use Utility, miscellaneous b. For shell only buildings deduct 20 percent c. N.P. = not permitted d. Unfinished basements (Group R-3) = $21.00 per sq. ft. If there are any questions, please contact Joe Nicholas at (407) 323-1150. Si rely, ; J 1cp0 as KeelC nstruction Co. i w j 790 Monroe Road • Sanford, Florida 32771 Phone (407) 323-1150 • Fax (407) 323-9304 www.mckeegc.com , CBC 048972 a 3 I NMRAMT is r< CONSTRUCTION CO. GENERAL CONTRACTORS r 3 Since 1973 October 26, 2017 Mr. Dave Aldrich Building Official City of Sanford Building Department 300 North Park Ave Sanford, Florida 32771 Re: Sky Power Sports 3710 W 1St Street — Cost Breakdown The following is an itemized estimate of the expected construction costs associated with the development of Sky Power Sports located at 3710 W. 1St Street in Sanford, Florida. Building Scope - General Conditions 66,695.00 Concrete 494,240.00 Metals 307,900.00 Woods/Plastics 6,350.00 Thermal 30,855.00 Doors/Windows 169,350.00 Finishes 176,378.00 Specialties 9,300.00 Mechanical 369,423.00 Electrical 101690.00 Total Estimated Cost - 1,732,181.00 If there are any questions, please contact Joe Nicholas at (407) 323-1150. Si rely, ; J 1cp0 as KeelC nstruction Co. i w j 790 Monroe Road • Sanford, Florida 32771 Phone (407) 323-1150 • Fax (407) 323-9304 www.mckeegc.com , CBC 048972 f(PN&M6 Be&MOLCCOV%rrv, A-CR23A Parcel Information Property Record Card Parcel: 16-19-30-5AC-0000-094B Owner: R& R HOLDINGS OF CENTRAL FL LLC Property Address: 3710 W 1 ST ST SANFORD, FL 32771 Parcel 16-19-30-5AC-0000-0946 Owner R & R HOLDINGS OF CENTRAL FL LLC Property Address 3710 W 1 ST ST SANFORD, FL 32771 Mailing 246 MOLEAN PT WINTER HAVEN, FL 33884 - Subdivision Name ST JOSEPHS Tax District S1-SANFORD DOR Use Code 40 -VAC INDUSTRIAL GENERAL Exemptions Depreciated EXFT Value Value Summary 2018 Working 2017 Certified Amount Qualified Values Values Method i Cost/Market Cost/MarketValuation Number of Buildings 0 0 Depreciated Bldg Value City Sanford Depreciated EXFT Value 5 561,052 Land Value (Market) T 561,052 561,052 Land Value Ag A i Just/Market Value " 561,052 561,052 Portability Adj Save Our Homes Adj - - 0 a -- 0 ~ -- - Amendment 1 Adj-^ 0 0 Value Summary Tax Amount without SOH: $10,683.27 2017 Tax Bill Amount $10,683.27 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description BEG 165.82 FT S OF NE COR OF LOT 94 RUN W 267.28 FT S 518.13 FT E 8.19 FT NELY ALONG CURVE 259.17 FT TO PT S OF BEG N TO BEG -- STJOSEPHS PB 1 PG 114 Taxes--_—.-------------_-------___—___._—__.-_ Taxing Authority 2018 Working 2017 Certified Amount Qualified Values Values Method i Cost/Market Cost/MarketValuation Number of Buildings 0 0 Depreciated Bldg Value City Sanford 561,052 Depreciated EXFT Value 0 i 561,052 Land Value (Market) T 561,052 561,052 Land Value Ag A i Just/Market Value " 561,052 561,052 Portability Adj Save Our Homes Adj - - 0 a -- 0 ~ -- - Amendment 1 Adj-^ 0 0 P&G Adj Assessed 0 Iso Value 561,052 561,052 Tax Amount without SOH: $10,683.27 2017 Tax Bill Amount $10,683.27 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description BEG 165.82 FT S OF NE COR OF LOT 94 RUN W 267.28 FT S 518.13 FT E 8.19 FT NELY ALONG CURVE 259.17 FT TO PT S OF BEG N TO BEG -- STJOSEPHS PB 1 PG 114 Taxes--_—.-------------_-------___—___._—__.-_ Taxing Authority Assessment Value Exempt Values Taxable Value Amount Qualified County General Fund j a $ 561,052 s 561,052 Schools 561,052 j 0 i 561,052 City Sanford 561,052 j 0 i 561,052 SJWM(Saint Johns Water Management) g__._ 561,052 T 0 j 561,052 County Bonds 561,052 0 561,052 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 3/1/2017i iO8874 j 1300 770,000 Yes Vacant WARRANTY DEED 819/2007 06786 0660 i $7,450,000 No - - Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value SQUARE FEET 140263 j 4.00 561,052 Building Information Permits f Permit # Description Agency Amount CO Date Permit Date Building & Fire Prevention Division COMMERCIAL PERMIT GUIDELINES All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: CR( Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Cyf Copy of a contract, signed by the contractor and property owner, indicating the documented construction value C Copy of the contractor's• license issued by the State of Florida (if contractor is applicant). O- A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. d Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each*application if contractor is the applicant). Owner Builder Statement / Affidavit (if owner is applicant). Must be signed in person at the Building Department) LLC's do not qualify for the Owner Builder exception per Florida Statute Approval letter from sanitary sewer provider (if other than the City of Sanford). Copy of the, onsite sewage disposal system construction permit issued by Seminole County Health Department for new or existing septic systems, grease interceptors, etc. (if applicable). Seminole County Impact Fee Statement. Five "(5) sets signed and sealed building construction plans. ElTwo (2) sets signed and sealed site development plans approved by City of Sanford Planning & Development Services Department. Letter from Planning & Development Services agreeing to submittal of plan without development plan approval. This is at the developer's risk. Two (2) sets signed and sealed floor and roof truss engineering. Completed and signed Statewide Product Approval Specification Form. Two (2) copies of the manufacturer's installation instructions for the following products: windows, doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding. R' Three (3) sets of completed and signed energy calculations (signed/sealed if required by Florida Statute or code). 4), State of Florida Division of Hotel and Restaurant approval (if applicable). Florida Department of Environmental Protection Notice of Asbestos Renovation or Demolition (if applicable). State of Florida Notification on Gas,Tanks (if applicable). Floodplain development application completed and signed if any portion of the property is in a flood hazard area as identified on the most current flood insurance rate map. THE BUILDING CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING: SITE PLAN (Development plan includes additional requirements) 11 All parking and accessible routes Accessible parking space(s) and signage details Accessible entrances Accessible ramps, handrails, guardrails, curb cuts and details Effective: August 1, 2017 Page 1 of 7 All, required building exits accessible (not less than 60% if all are not required exits) Areas of rescue assistance Accessible signage Fire access Vehicle loading Driving/turning radius Fire hydrant/water supply/post indicator valve (PIV) Location of septic systems (if applicable) Setbacks/fire separation (assumed property lines) Utility lines (water, sewer, irrigation Meters and backflow devices BUILDING PLAN 6a` Construction documents shall indicate code edition being applied C Page size minimum 11" x 17 V/ Plans to minimum 1/4" scale C All pages numbered and labeled C Plans signed/scaled and dated by a Florida Design Professional as applicable C Designer information: name, address, registration # on all pages G/ Reference the currently adopted code editions 2" Wind design data required on drawings per FBC 1603.1 A to meet 129 mph ultimate design wind speed for risk category I buildings, 139 mph ultimate design wind speed for risk category.II buildings and 149 mph ultimate design wind speed for risk category III and IV buildings m Ultimate design wind speed (Vult) o Nominal design wind speed (Vasd) o Risk category o Exposure category Enclosure classification o Internal pressure coefficient Component and cladding design wind pressures in terms of psf c Structural Calculations, if necessary Threshold Inspection Plan (for threshold buildings) G All areas dimensioned and use noted Corridors PIP, Shafts and elevator hoistways Stair location/guardrails/handrails R"' Partition denotations and schedule G'*' Door locations, sizes, door and hardware schedule R Window locations, sizes and schedule d Tempered glass locations R Attic ventilation and access Air barrier requirements E7 Interior finish ratings and schedule 6 Light and ventilation 62( - Sanitation, rf Elevators Escalators Lifts E Roof coverings Construction type design criteria: Ke' Type of construction denoted (per table 503) Effective: August 1, 2017 Page 2 of 7 63 Occupancy group classification denoted for building and rooms/areas C Gross square footage — Net square footage calculations R( Building height Ci Percentage of exterior openings calculations Cr Classification of hazard of contents (if applicable) Structural Design Criteria: V Ultimate design wind speed (Vult) CSX Nominal design wind speed (Vasd) V Risk category C/ Exposure category V Enclosure classification 6a' Internal pressure coefficient Component and cladding design wind pressures in terms of psf G Structural Calculations, if necessary G Floor loads — psf SK Stair loads — psf V Roof loads — psf Plft Balcony loads — psf Corridor loads — psf C Storage loads — psf Materials to be reviewed shall at a minimum include the following: R Wood / grade — species Gds Steel / type - grade i Aluminum Concrete 21 Plastic C+3' Glass f Masonry C Gypsum board and plaster G Insulating (mechanical) Roofing V Insulation V Alternate materials Structural: R( Signed and sealed soil report with a positive conclusion required Cr Compaction requirements d Foundation locations, dimensions and depth specified C Foundation denotations, schedules and details C]' Reinforcing steel, amount, size, grade, spacing, and lap specified ak Footing dowel locations 1* Maximum filled cell spacing V Embedment's RT Slab thickness and reinforcement d Vapor barrier C' Termite protection CT Relieving arch steel details at pipe penetrations 4 Brick ledge detail including flashing and weep hole size and spacing R( Building materials used A Lintel locations, denotations and schedule V Exterior and interior structural wall sections Effective: August 1, 2017 Page 3 of 7 R Columns R( Tie beams C' Structural steel size, type, connections Y' Framing details and fastening V Load path connectors C Floor deck and ,fastening C i Wall'sheathing and fastening C2' Roof deck and fastening O' Stair construction Window and door details, including design pressure of openings Eer Fastening details for windows and doors, (type, length, and quantity) V Exterior mounted mechanical units fastening methods to meet wind load P ( Roof and floor framing, truss layout, connector schedule Fire Protection Requirements: E Fire separation requirements for corridors, elevators, stairways, floors & shafts 5 Occupancy separation requirements NK Tenant separation requirements Fire resistant protection details for type of construction CY Rated requirements for walls, floor -ceiling and roof -ceiling assemblies Cl' Design numbers and details for all rated assemblies Kr - Design numbers and details for all rated penetrations E2' Rated door and hardware schedules N-' Fire blocking and draft stopping 19' Calculated fire resistance Cv Interior finishes (flame spread/smoke development) Life Safety Ga' Occupant load calculations and egress capacities GY Special occupancy requirements G?' Egress plan 19,' Number of exits W Capacity of exits Ca' Arrangement of exits LY Travel distance to exits/common path of travel CY Stairs construction/geometry and protection la' Horizontal exits/exit passageways Cq Illumination of exits Er Exit signs Ra Emergency lighting M' Enclosures E2' Handrails Cl Guardrails aO, Ramps 12' Early warning systems schematic V Smoke control systems schematic 0k Stair pressurization systems schematic E' Extinguishing requirements d Areas of rescue assistance Accessibility Building: R1, . Door sizes, hardware schedule Y' Vertical accessibility Effective: August 1, 2017 Page 4 of 7 V Accessible route dimensions R/ Maneuvering clearances Ce Hi-Lo drinking fountain 53'/ .Equipment clear floor space/reach ranges iv( Areas of rescue assistance E/ Signage ATM machines Accessibility Restrooms/Bathrooms: E3( Turning radius d Required floor space for fixtures d Fixture and equipment mounting dimensions IX Adaptability Accessible. requirements for special occupancies in addition to general requirements will also be reviewed. PLUMBING PLAN 2' Plumbing plans submitted d Piping materials 1 Piping supports COY Determine minimum plumbing fixtures required based on occupant load calculated per FBC,1004 Wr Water distribution diagram C 7 Water hammer arrestors FVr Plumbing drain, waste and vent riser diagram 0- Grease trap detail 0 Grease trap Health Dept. report on existing Interceptors 2' Roof drains/calculations for flat roofs CST Backflow prevention 0- Medical gas Oxygen systems E, Environmental requirements Water, Heaters: CR' T & P drain Yr Air,gap d Pan drain Rr Thermal expansion device CT Heat traps d Mounting platform GAS PLAN iW Type of gas Q Gas pressure Appliances schedule and BTU's Chimneys and Vents Combustion air P LP tank size and location (above or below grade) Protection requirements Gas Riser Diagram: Pipe type ON Pipesizing Effective: August 1, 2017 Page 5 of 7 y Total developed length Segment lengths Appliance locations E* Shut -offs valves MECHANICAL PLAN d : Mechanical plans submitted d Energy calculations IX Duct systems and sizing 9 Duct work clearances at mechanical room (4" minimum) EZ Duct supports V Means for balancing HVAC system V Diffusers (size and direction) rd CFM requirements V Ventilation V Combustion air Z' Outdoor air calculations 2 Balanced return air W Make-up air C Equipment location and working clearances ( 30" wide by 36" deep, 6' high minimum) 2' Condensate piping and disposal V Required platforms and catwalks 9 Roof mounted equipment (including equipment and curb anchorage) IV Details and specifications V Equipment sizing calculations lir Equipment specifications Ca' Joint sealing methods and product specification V Air balance table Ear Rated penetrations - fire damper details and manufacturer's installation instructions G3' Means for automatic fan shutdown d Kitchenhood, duct plans, fire suppression and specifications V Bathroom exhaust systems 19' Special .exhaust systems 19 Chimneys, fireplaces and vents or Other appliances JA, Boilers Refrigeration B' Bathroom ventilation E* Laboratory ELECTRICAL PLAN V Maximum available fault current at service V AIC rating of equipment 10 Voltage and phase of electrical system W Load calculation V Electrical service riser diagram indicating overcurrent protection sizes, conductor and conduit types and sizes, number of service. disconnecting -means, grounding electrode system: bonded to the foundation steel, structural steel, metal piping, size and type, separately derived system or not? (solid neutral or switching) 2 Transformer sizes and types if used 9 Panel schedules and ratings W Power plan d Panel locations and working clearances Effective: August 1, 2017 Page 6 of 7 K R, Lighting plan Iv Device legend Wiring methods and materials 9 Feeders and branch circuits, conduit sizes and types 11 Grounding conductors r Exit lights X Emergency lighting 9 Egress lighting V Signage and disconnecting means location Generator type: emergency or standby d Remotes annunciation a Load shed (if necessary) Required receptacle outlets IX GFCI s Ca' Equipment IVI Special occupancies k/ Emergency systems 9 Communication systems 14 Low voltage FIRE PROTECTION/FIRE SUPPRESSION PLAN Early warning smoke evacuation and control Sprinkler design criterion (separate permit required) Fire alarm design criterion (separate permit required) Pre-engineered. systems El Riser diagram Standpipes These guidelines were compiled to assist the applicant in preparing a new commercial permit/plan submittal and may, not be complete. The applicant is required to meet all City of Sanford, state, andfederal code requirements. Please be. aware that a separate permit is required for any fire sprinkler system and fire alarm system. All site related signs, fences, hardscape features, guard/hand rails, free standing walls, retaining walls, canopies, accessory, structures, site electrical and lighting, satellite dishes, dumpster enclosures, irrigation systems, ,lift stations, and any demolitid i of structures. Effective: August 1, 2017 Page 7 of 7 Revision E// . E °i City of Sanford Response to Comments e/Building-& Fire Prevention Division 017DEC3 f .Ph: 407.688.5150 Fax: 407:688.5152 Email: building@sanfordfl.gov Permit Submittal DatecEm- l Project Address: 110 `tJ <,- Contact: Ph: 1 "'`323 - it5. Fax: Email: rDe Trades. encompassed in revision: D Building dplumbing ET/Electrical Mechanical Life Safety o r D General description of revision: Waste Water ROUTING INFORMATION Department Approvals 0 Utilities Waste Water J:JCPlanning engineering 'Z • \ 201 Fire Prevention 0 Building Revision F= Response to Comments, JAN Q 2 zQ9 1 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # V1 - i 5) Submittal Date Project Address: :%10 a• /'o Contact: ! wo-L 'A --Y Ph: Fax: - Email: 10 Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: f ROUTING INFORMATION Approvals t 2 r JAN . 1 Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building Approvals t 2 r JAN . 1 i •d; . JINN -2 2015 t INSPECTION SEQUENCE BP# 17-3153 ADDRESS: 3710 W. I" Street BUIL DING}=PERMIT * ,, Min Max Ins ection Description 10 Footer / Setback t` '- a0' `. J ' e i . ,° Stemwall 10 Slab / Mono Slab Plumbing Underground Lintel / Tie Beam / Fill / Down Cell Plumbing 2nd Rough Sheathing - Walls Plumbing Tubset Sheathing — Roof Plumbing Sewer Roof Dry In 20 Frame 30 Insulation Rough Plumbing Final Firewall Screw Pattern 40 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) REVISED: June 2014 e 2f 991 ai PLL MBTN R T''Q1 ° t` '- a0' `. J ' e i . ,° Min Max inspection Description Rough Plumb 10 Plumbing Underground 20 Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final KilJOB NUMBER: 17D0355AF. Y BUILDER: McKee Construction BUILDIN ,k CUSTOMER: Sky Power Sports LOCATION: Sanford, FL 32771 TABLE OF CONTENTSLi11 DRAWING NO. DRAWING TITLESOL 0 o o oB W O I R G & E1 ANCHOR BOLT PLAN E2,9 LEFT ENDWALL E3,4,7;8 CROSS SECTION101AIRPORTROAD, E, MS 39759 E5,6 RIGHT ENDWALL PLEASE CONTACT OUR QUALITY SERVICE DEPARTMENT E10,11 ROOF FRAMING PLAN. FOR ANY CONSTRUCTION QUESTIONS, SHORTAGES, E12,13 ROOF SHEETING PLANORFABRICATIONISSUES. E14 FRONT SIDEWALLPHONE: 662-324-8700 E15,16 BACK SIDEWALLEMAIL: QUALITY.KBSMS@KIRBYBUILDINGSYSTEMS.COM ALL BACK -CHARGES REQUIRE PRIOR APPROVAL FROM D1 -D5 CUSTOM ERECTION DETAILSTHEQUALITYSERVICEDEPARTMENT. METAL BUILDING MANUFACTURERS ASSOCIATION MEMBER ACCRE®D C4°72 BUILDING LOADS /"DESCRIPTION: GENE/`1RALNOTES: l 1. MATERIALS ASTM DESCRIPTIONSTRUCTURALSTEELPLATEA529'/A572 /A1011 1. MATERIALS ASTM DESCRIPTIONHOTROLLEDMILLSHAPESA36 / A529 / A572 /A500 ROOF AND WALL SHEETING A653JA792COLDFORMSHAPESA653 /A1011 BOLTS A307 /A325CABLE A475 2. A325 & A490 BOLT TIGHTENING REQUIREMENTS RODS A572 /Al 08 BOLTED JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE "RESEARCH COUNCIL ONSTRUCTURALCONNECTIONSSPECIFICATIONFORSTRUCTURALJOINTSUSINGHIGH-STRENGTH BOLTS" UNLESSNOTEDOTHERWISEONTHEKBSERECTIONDRAWINGS, ALCA490 BOLTS SHALL BE PRE -TENSIONED AND ALL A325BOLTSINSECONDARYMEMBERS (PURLINS, GIRTS, FRAMED OPENINGS, ETC.); AND ALL FRANGE:BRACES MUSTBESNUGTIGHT. PRIMARY FRAMING (RIGID FRAMING AND BRACING) MUST BE SNUG TIGHT EXCEPT AS FOLLOWS: L BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5 TONS. II. BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT OR STRESS -REVERSALS ON THE CONNECTIONSTHEENGINEER-OF-RECORD"FOR THE PROJECTSHOULD BE CONSULTED TO EVALUATE FOR THIS CONDITION. Ill. THE PROJECT SITE IS LOCATED IN A HIGH SEISMIC AREA. FOR IBC BASED CODES, "HIGH SEISMIC AREA" IS DEFINEDASASEISMICDESIGNCATEGORYOFD. E OR F. IV. ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS A SLIP -CRITICAL CONNECTION MUST BE FREE OF PAINT, OIL, OR OTHER MATERIALS, THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACESAREACCEPTABLE. 3. STRUCTURAL SHOP COAT PAINT THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR ONLY A SHORT PERIOD OFEXPOSURETOATMOSPHERICCONDITIONS: SHOP COAT_PRIMER DOESNOT-PROVIDE THE APPEARANCE, DURABILITY.AND/OR PROTECTION OFAN APPROPRIATE FIELD APPLIED FINISH. KIRBY STANDARD SHOP COATPAINTSHALLMEETOREXCEEDTHEREQUIREMENTSOFFEDERALSPECIFICATIONTTP -636. 4. TEMPORARY PANEL STORAGE PAINTED BUILDING PANELS WITH FLUOROPOLYMER FINISH ARENIGH-QUALITYCONSTRUCTION MATERIALS. WHILE IN THE BUNDLE, PANELS SHOULD BE PROTECTED FROM HIGH TEMPERATURE, HUMIDITY AND MOISTURE, OTHERWISE, DAMAGE' OCCUR TO THE PAINTED SURFACE OF THE PANEL. PLEASE REFER TO THEWARNINGLABEL" THAT KIRBY APPLIES TO EACH BUNDLE OF FLUOROPOLYMER FINISHED PANELS FORPROPERSTORAGEPROCEDURES. 5. TEMPORARY BRACING BUILDER/CUSTOMER SHALL SPECIFICALLY NOTE THAT BRACING FURNISHED BY KIRBY IS INTENDED TO BEUSEDFORTHECOMPLETEDBUILDING; KIRBY DOES NOT REPRESENT OR GUARANTEE THAT THE BRACING WILLBEADEQUATEASTEMPORARYBRACINGDURINGERECTIONOFTHEBUILDING. 6. PANEL HANDLING META PANELS ARE WAXED OR OILED FOR FINISH PROTECTION DURING SHIPPING AND 1. STORAGE. THE WAX OR OIL MAKES THE PANELS SLIPPERY AND HAZARDOUS TO WALK ON OR STAND ON. THE WAX OROILCANBUILDUPONSHOES, GLOVES, AND CLOTHING MAKING CLIMBING OR WALKING ON OTHERCOMPONENTSHAZARDOUS. 7. ERECTION NOTES THE BUILDING MUST BE ERECTED ACCORDING TO THE FRAMING PLANS, STANDARD DETAILS, SPECIAL DETAILS, AND NOTES TO ASSURE COMPLIANCE WITH DESIGN LOADS AND BUILDING CODE REQUIREMENTS. FIELDMODIFICATIONOFTHEBUILDINGSORBUILDINGCOMPONENTSWHICHWILLAFFECTTHESTRUCTURALINTEGRITYOFTHEBUILDINGWILLNOTBEALLOWEDWITHOUTPRIORAPPROVALBYANAUTHORIZEDREPRESENTATIVEOFKIRBYBUILDINGSYSTEMS. 8. WELDING SPECIFICATIONS IDS R ACCORDANCELWITH NnTHE 20 p AWS pTESTRUCTOURAL WELDING CODE SIN TH TIEEL THEEMAININGUINELDS ONOTHERTHINNERMATERIALSWEREPRODUCEDINACCORDANCEWITHTHE2008AWSD1.3 STRUCTURALWELDINGCODE --SHEET STEEL. ALL WELDING WAS PERFORMED BY AWS CERTIFIED WELDERS. 9. BUILDING MAINTENANCE MANUAL AVAILABLE AT http://www,kirbybuildingsystems.com/for metal_bwldi,g_systems_builders.asp PRIMER COLOR DESIGNATION GALVANIZED ER BUILDING PERMIT DRAWINGS DRAWINGS SUBM TED R BUILDING PERMITS op NOT SUBMIT TED AS FINAL DRAi`'v/ CERTIFICATION' EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY S PURCHASEORDERTOTHESTRUCTURALCOMPONENTSOFTHE`BUILDING.DESIGNED ANDSUPPLIEDBYKIRBYBUILDINGSYSTEMS, INC.; IF ERECTED AS INDICATED: NOTEKIRBYSENGINEERISNOTENGINEER THAT PRIMER: OF RECORD FOR THIS CONSTRUCTION PROJECT. DESIGN LOADS HAVE BEEN APPLIED IN ACCORDANCE WITH THE FOLLOWING. STRUCTURAL FRAMING: GP THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATEDANDAPPLIEDASREQUIREDBY SECONDARY FRAMING: Gp FBC 14 THE CONTRACTOR IS TO CONFIRM ROOF PANELS: THAT THESE LOADS COMPLYWITHTHEREQUIREMENTSOFTHELOCALBUILDINGDEPARTMENT. TYPE: SS360 ROOF DEAD LOAD:: 2.000 PSF (ROOF PANELS & PURLINS) OCCUPANCY CATEGORY: 24 GA II - Normal BOLLATERALLOAD: COLOR: ZINC ALUMINUM 5 PSF GROUND SNOW.LOAD: 0 PSF Is: 1.00 WALL PANELS Ct: 1.00 Ce: 1ROOFSNOWLOAD: 0 PSF MINIMUM SNOW LOAD: 0.0000 ` PSFRAINONSNOWSURCHARGE: TYPE: KIRB RIB 2 0.0000 PSF RAW 1N /SNOW (IF REQ'D) 0.0000 PSFROOFLIVEtOAD: 20.00 PSF COLOR: 26 GA TRIBUTARY REDUCTION YesFRAMELIVELOAD: 16.4 / 12 PSF SOFFIT PANELS: ULTIMATE WIND SPEED: 140 MPH EXPOSURE: CTYPE; NOMINAL WIND SPEED: Iw: 1.00 KZT: 1.0 X 108 MPH SEISMIC CRITERIA: Ss;- 0.10 Ll COLOR: X 0:04 SDS 0.10 SDI: 0.07SEISMI- C U--- SE GROUP: II - Normal LINER PANELS: SEISMIC DESIGN CATEGORY: A_ SITE CLASS: D le: 1.00 ANALYSIS PROCEDURE:. EQUIVALENT LATERAL FORCE PROCEDURE TYPE: X COLOR: XLATERALDIRECTION'- BASE SHEAR: 4_68 KIPS R: 3 CS: 0_01STRUCTURALSYSTEM: • NOT DETAILED FOR SEISMIC SPECIAL NOTES: LONGITUDINAL DIREC TION - BASE SHEAR: 4_04 KIPS R: 3STRUCTURALSYSTEM: NOTDETAILEDFORSpSMIC CS: 0.01 - DEAD LOAD: NORMAL WEIGHT OF METAL BUILDING - COMPONENTS AS SUPPLIED By THE MANUFACTURERTHISBUILDINGISDESIGNEDASENCLOSEDFORBLDG -#1 AND PARTIALLY ENCLOSED FOR BLDG.#2 . STRUCTURE. ALLEXTERIORCOMPONENTS (DOORS,'WINDOWS, ETC.) MUST BE DESIGNED TO WITHSTAND THE WIND LOADINGSSPECIFIEDFORTHEDESIGNOFCOMPONENTSANDCLADDINGINTHEDESIGNCODELISTEDABOVE. ALL EXTERIOR COMPONENTS (WINDOWS', DOORS, ETC) MUST MEET WIND LOADING REQUIREMENTSFORTHEBUILDINGCODELISTEDABOVEORMUSTBEADEQUATELYPROTECTEDDURINGHIGHWINDEVENT. ALL GLAZING AND OTHER APPLICABLE OPENINGS IN WINDBORNE DEBRIS REGIONSMUSTBEIMPACT -RESISTANT OR PROTECTED WITH AN IMPACT -RESISTANT COVERING. IMPACTRESISTANTMATERIALSMUSTMEETTHELARGEAND/OR SMALL MISSILE TEST OF ASTM E 1996ANDASTME1886. OTHE- RLOADS BUILDING HAS BEEN LOADED FOR (5) 1000#, (2) 600# AND (2) 1200# RTU'SPURLINSHAVEBEENLOADEDFOR (1) 350# BAF: ENGINEER NOTES 1.) THE METAL BULIDING MANUFACTURER IS NOT RESPONSIBLE FOR THE DESIGN OR ATTACHMENTOFTHETILTWALLBYOTHERS, TO THIS STRUCTURE.' 2.) TILT WALL BY OTHERS IS REQUIRED TO SUPPORT LATERAL ANDBYKBSSTRUCTURE LONGITUDINAL LOADING APPLIED 3.) THE TILT WALLS'ON'EACH SIDEWALL OF THE KBS STRUCTURE ARE TO SUPPORT AN UNFACTOREDLONGITUDINALWINDLOADINGOF53KIPS._ a ug A NO 7 C . Lu P. •.,t o s F ®31 O N 75692 STANDING SEAM ROOF SYSTEMS 2) STRUCTURAL FASTENER(S) INSULATION & FASTENER RECO MMENDATIONS THRU-FASTENED INSULATION/ KLS/KLM KLS/KLMiFASTENERS HLM W/. NO WASHER ROOF & WALL SYSTEMSHIGHSYSTEM" RURLi a NO INSULATION OK 5" Tall Clip "LOW SYSTEM" RURL. HIGH SYSTEM" INSULATION $d FASTENERTHERMALBLOCK3/8'SYB05A - GKN/R ANGLEL2"x2"xi/8"( &' LONG) RECOMMENDATIONSFASTENER' FD26CP N/R 3/8'SVB71 N/R INSULATION/ KIR BY RIBRIG _ FA07CP. THERMAL BLOCK OI( OK FASTENERS ROOF PANEL KR KW 8 KRP WALL PANELS FASTENER NONE 1" SYB09_ OK - - FD26CP FD26CA N/R NONE OK 5/8" SYB 72 NO INSULATION OK FASTENER 'OK R71 OK _ FA07CP THERMALBLOCK OK FA07GP FAo1 - FA07 I FASTENER NONE NONE 1" SYBO9 OK N/R NONEa FD26CP OK 5/8' SYB12 R10, R11. ' OK FASTENER FAo1 OK R73 OK FA07CP7THERMALBLOCKOK FA07CP . FA07 R73, RIS NONE OK' FASTENER NONE1' SYB09 N/R ONE 8 'OK FASTENER " OK OK FA01 ' FC08FD26CP ALB pN.. FA07CP 5/e' 07CPFA07CPOK_ TH FASTENER - FASTENER - NONE' 3/4'SY807 N/R OK TE OK" FASTENER FAO2 OK" FC09FD29CP' FD29CP N/R 3/8'SYB71 Rig - OK- THERMAL BLOCK OK NONE - FC09CP R79 OK•. - THERMAL BLOCK - 1' SYBW FASTENER 3/q'SVB07 - N/R - FD29CP N/RFD29CP,. -. OK 3/e' SVB77 - FASTENER _ FA14 NR R25 OKTHERMALBLOCKN/R FC09CP REFERENCE NOTES: _ mine) 3/q' SYB07FASTENER - N/R N/R Insulation thiclmesses are no FD29CP R30 - N/R..,..-_ OK - Kirby approvedappl tion THERMAL BLOCK. - N/R OK FASTENER N/R 1.' SYB05C OK* -e rby PPlloati n ondktbonal approved. ApplicationN/R FD29CP REFERENCE NOTES N/R rezoa- R it during quires gererection t hold pan I coverage and mayintluc1ngdimplingorPillovnng .(REQUIRES DISCLAIMER) N/R OK - Kirby approved application Not Recommended due to ---a- issuesor difficulty of installation. REQUIRES MANAGEMENT gppROVAL)' OK* -Kirby application conditional aN. approved. .Application requires extra effort during erection tocoverageandmayinduceoilcanningorpill- wing. (REQUIRES DISCLAIMER) WR -Not Recommended due to aesthetic hold panel FASTENERS - - APPROVAL) - issues or difficulty of installation. (REQUIRES MANAGEMENT FA01 12-14 x 1Y' HWH DP2 BLAZER ZINC HEADFA02 FASTENERS 12 - 14 x 1Y," HWH DP2 BLAZER ZINC HEAD 12 - 14 x 1Y.' HWH BLAZER i FD26CP / - 74 It i'/.. TEK2 W/ WASHER (CADMIUMPLATED) FA07 DP2, NO WASHERFC0812 - 14 x 1 K' HWH BLAZER FLANGE DP3FA14FD29CPY. - TED).. 12- 14 z 2- HWH DP2 BLAZER ZINC HEADFA07CP12 -114 x 1'/.THWH BLAZER DP2 NOI _ WASHERFC09CP12 - ib x i)4" HINH BLAZER DP2 NO WASHER (CADMIUM PLATED) Nominal InsulationCADMIUMPLATED) Nominal Insulation Thicknesses Thicknesses R10 - 3.25' (range 02.95' to 3.41R10 - 325' (range of 2.95 -to 3.4") Rig _ - 6.25" (range " RI - 3.5° (range of 3.3' to 3.75'1of5.6 to 6.375') RI I - 3.5" (range of. 3.3- to 3.75 R25 _ 6" (rangeR13 7.5" R13 - 4,25" (range of -3.85" to 4.375'1ofto6.0' 4.25' (range of 3.85" to 4.375 7 R30 - 925" (rangeR7 8.7" R16-5" (range of 5.0' to 5.30') 5" of to 9.501rangeof5.0' to 5.30 y • RI - 6:25". (range of 5.6 - to 6.375 ") R25 - 8" (range of 7.5 -to 8.0.°) R30 -.9.25" Ire Is of 8.7" to 9.5 FASTENER REQUIREMENTS ROOF MEMBER FASTENERS ROOF STITCH/TRIM FASTENERS D- BL ZER ZININHCDP2BLAZERZINC.HEADTZINC HWH1/4-14 X BLAZEVRTDPIBLAZER HEAD FA01_ FA03_ WALL MEMBER FASTENERS WALL STITCH/TRIM FASTENERS 12-14 X 1y" HWH 1/4-14 X %- HWH BLAZER DP2, NO WASHER BLAZER VRT DPI, NO WASHER FA07 FA11_ MISCELLANEOUS FASTENERS 12-14 X I& HVYH g BLAZER DP2, NO WASHER SEC ONDSECONDARY CONNECTIONSTIONS i FA07CP 508 CAPACITY "TROUT 2"x7' ANGLE, ROOF SLOPE.7:12 MAX WITHOUT BEVEL WASHER) 2000 CAPACITY WITHZk7' ANGLE, ROOF SLOPE 1.12 MAX WITHOUT BEVEL WASHER) 3/4" MIN. 1 NOT TO EXCEED MID -DEPTH OF PL NOTE; USE OF THIS DETAIL WILL REQUIRE THERODHANGERTOBSOTHATITHANGSEBEMAFTERINSTALLATIONVERTICALLY. THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THE DESIGN OR ADEQUACYOF. THE. BENT ROD HANGER. HANGER DETAIL AT PURLINS ROOF SLOPES LESS THAN OR EQUAL TO 1:12 4000 CAPACITY PROVIDED ROD HANGER IS WITHINCENTERONE-THIRD OF 3"x3"ANGLE SPAN2000CAPACITY PURLIN 0/64"0 HOLE IELD DRILL) MMY X -PRESS EWINDER PIPE HANGER DEL SWXP 35 0 ROD HANGER 250@ CAPACITY WITHOUT 2"x2" ANGLE ROOF SLOPE LESS THAN - OR EQUAL TO 4:12. 5000 CAPACITY WITH 7'x2" ANGLE, ROOF SLOPE LESS THAN OR EQUAL TO 4:12 2500 CAPACITY WITH 7•x2' ANGLE, ROOF SLOPE GREATER THAN 4:12, BUT LESS THAN 8:12 CADDY PURLIN CLAMPMODEL 315 NOTE: 3/8'0 ROD HANGER - USE OF THIS DETAIL WILL REQUIRE THE - ROD HANGER TO BE BEM AFTER INSTALLATIONSOTHATITHANGSVERTICALLY. THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THE DESIGN OR ADEQUACYOFTHEBENTRODHANGER. NOTE: - PURLIN LIP MUST NOT BE DISTORTED. HANGER DETAIL AT PURLINS 375# CAPACITY ROOF SLOPE LESS THAN OR EQUAL TO 4:12.. 1 1/2" MAX. 2) STRUCTURAL FASTENER(S) 12-14 X iy- HWH. BLAZER DP2 NO WASHER WITH ANGLE) OPTIONALANGLE L2")Q"x1/e"x 6' LONG) ANGLE MAY BE OMITTED WITH HANGER LOADS 250 LBS. OR LESS EXCEPT THAT ANGLE IS REQUIRED WITH SLOPE GREATER THAN 4:12, BUT LESS THAN 8:12. 25D# CAPACITY PURLIN ROOF SLOPE GREATER THAN 4:12, BUT LESS THAN 8:12 q 112 MNk` SAMMY X -PRESS SWIVEL PIPE HANGER MODEL SXP 35 25/64"0 HOLE FIELD DRILL) 3/8'0 ROD HANGER NOTE: PURLIN LIP MUST NOT BE DISTORTED, HANGER DETAIL AT PURLINS ROOF SLOPES LESS THAN 812 OTHERWISE) - NOTE: 2- 14XI STRUCTURAL H FASTENERS ANGLE(TVG) -HANGER DETAILS ARE A SUGGESTED MEANS OF ATTACHMENT12-14 X 1y" HWH BLAZER DP2 (L2"XZ k1/8'x 3"LONG) NO WASH1. ER ONLY. -KBS -IS NOT THE SUPPLIER FOR HARWARE OR HANGER RODS. 1/8 TYR , . _ u t. , i' C y ® saut i l Ur,, L ANGLE 7/16"0 HOLE (L3"x3"x3/16" x LENGTH) FIELD DRILL) _ - 3/8°0 ROD HANGER NOTE: USE OF THIS DETAIL WILL REQUIRE THE ROD HANGER TO13EBENT AFTER INSTALLATION S 1 1. SO THAT IT HANGS VERTICALLY. ' •< Q S eNOTE: FIELD WELDING REQUIRED, THE METAL BUILDING SUPPLIER IS NOT ° RESPONSIBLE FOR THE DESIGN OR ADEQUACYF OF THE BENT ROD HANGER. N°"°° • L O HANGER DETAIL BETWEEN PURLINSS, O N P % ld8tgll18®` NOTE: ALL CAPACITIES THAT ARE SHOWN ON THIS DRAWING ISSUE DESCRIPTION BY OAT, pmmY11 ySSTRUCTURALCDR2/18/1 PLEASE CONTACT OUR QUALITYAREMAXIMUMHANGERLOADSFORTHESEDETAILS9w7IaL7E1SERVICEDEPARTMENTAT 662-324-8700 wITH ANYONLY. THE PURLINS MAY OR ik.imiwaESTIONS OR ISSUES. MAY NOT BE DESIGNEDFORTHEREQUIREDHANGERTOADS. CONTACT KIRBY 6E EP G0L R10SYSTEMSBUILDINGSYSTEMSFORSUSPENDEDLOADSTHAT KIRK BUILOINc TEM6 - 1ot AIRPORT ROAD - sDRN. BI. rs 397s9EXCEEDTHEDESIGNCOLLATERALLOADSPECIFIED TITLE. FASTENER CHART FOR THIS PROJECT. BUILDER. DAT:. Y. MCKEE CONSTRUCTION DATE, CUSTOMER. SKY 'POWER SPORTS LOCATION. SANFORD, FL 32771 DATE, ID NUMBER. 1700355A2 - DATE. MBS JOB NO. I7DO355A DMG.NO. CI OF, 1 2) STRUCTURAL FASTENER(S) 12-14 X I& HWH BLAZER. DP2 NO WASHER WITH ANGLE) - OPTIONAL 7/16" HOLE FIELD DRILL) ANGLEL2"x2"xi/8"( &' LONG) 3/8"0 ROD HANGER ANGLE MAY BE OMITTED WITH HANGER LOADS 50 LBS OR LESS. - NOTE ' USE OF THIS DETAIL WILL REQUIRE THE NOTE: - ROD HANGER TO BE BENT AFTER INSTALLATION PURLIN LIP MUST NOT BE DISTORTED. SO THAT 1T HANGS VERTICALLY. THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THE DESIGN OR ADEQUACYOFTHEBENTRODHANGER. HANGER DETAIL AT PURLINS 500#CAPACITY ROOF SLOPE LESS THAN OR EQUAL TO 1:12 3/4" MIN. 1 NOT TO EXCEED MID -DEPTH OF PL NOTE; USE OF THIS DETAIL WILL REQUIRE THERODHANGERTOBSOTHATITHANGSEBEMAFTER INSTALLATIONVERTICALLY. THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THE DESIGN OR ADEQUACYOF. THE. BENT ROD HANGER. HANGER DETAIL AT PURLINS ROOF SLOPES LESS THAN OR EQUAL TO 1:12 4000 CAPACITY PROVIDED ROD HANGER IS WITHINCENTERONE-THIRD OF 3"x3"ANGLE SPAN2000CAPACITY PURLIN 0/64"0 HOLE IELD DRILL) MMY X -PRESS EWINDER PIPE HANGER DEL SWXP 35 0 ROD HANGER 250@ CAPACITY WITHOUT 2"x2" ANGLE ROOF SLOPE LESS THAN - OR EQUAL TO 4:12. 5000 CAPACITY WITH 7'x2" ANGLE, ROOF SLOPE LESS THAN OR EQUAL TO 4:12 2500 CAPACITY WITH 7•x2' ANGLE, ROOF SLOPE GREATER THAN 4:12, BUT LESS THAN 8:12 CADDY PURLIN CLAMPMODEL315 NOTE: 3/8'0 ROD HANGER - USE OF THIS DETAIL WILL REQUIRE THE - ROD HANGER TO BE BEM AFTER INSTALLATIONSOTHATITHANGSVERTICALLY. THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THE DESIGN OR ADEQUACYOFTHEBENTRODHANGER. NOTE: - PURLIN LIP MUST NOT BE DISTORTED. HANGER DETAIL AT PURLINS 375# CAPACITY ROOF SLOPE LESS THAN OR EQUAL TO 4:12.. 1 1/2" MAX. 2) STRUCTURAL FASTENER(S) 12-14 X iy- HWH. BLAZER DP2 NO WASHER WITH ANGLE) OPTIONALANGLE L2")Q"x1/e"x 6' LONG) ANGLE MAY BE OMITTED WITH HANGER LOADS 250 LBS. OR LESS EXCEPT THAT ANGLE IS REQUIRED WITH SLOPE GREATER THAN 4:12, BUT LESS THAN 8:12. 25D# CAPACITY PURLIN ROOF SLOPE GREATER THAN 4:12, BUT LESS THAN 8:12 q 112 MNk` SAMMY X -PRESS SWIVEL PIPE HANGER MODEL SXP 35 25/64"0 HOLE FIELD DRILL) 3/8'0 ROD HANGER NOTE: PURLIN LIP MUST NOT BE DISTORTED, HANGER DETAIL AT PURLINS ROOF SLOPES LESS THAN 812 OTHERWISE) - NOTE: 2- 14XI STRUCTURALH FASTENERS ANGLE(TVG) -HANGER DETAILS ARE A SUGGESTED MEANS OF ATTACHMENT12-14 X 1y" HWH BLAZER DP2 (L2"XZ k1/8'x 3"LONG) NO WASH1. ER ONLY. -KBS -IS NOT THE SUPPLIER FOR HARWARE OR HANGER RODS. 1/8 TYR , . _ u t. , i' C y ® saut i l Ur,, L ANGLE 7/16"0 HOLE (L3"x3"x3/16" x LENGTH) FIELD DRILL) _ - 3/8°0 ROD HANGER NOTE: USE OF THIS DETAIL WILL REQUIRE THE ROD HANGER TO13EBENT AFTER INSTALLATION S 1 1. SO THAT IT HANGS VERTICALLY. ' •< Q S eNOTE: FIELD WELDING REQUIRED, THE METAL BUILDING SUPPLIER IS NOT ° RESPONSIBLE FOR THE DESIGN OR ADEQUACYF OF THE BENT ROD HANGER. N°"°° • L O HANGER DETAIL BETWEEN PURLINSS, O N P % ld8tgll18®` NOTE: ALL CAPACITIES THAT ARE SHOWN ON THIS DRAWING ISSUE DESCRIPTION BY OAT, pmmY11 ySSTRUCTURALCDR2/18/1 PLEASE CONTACT OUR QUALITYAREMAXIMUMHANGERLOADSFORTHESEDETAILS9w7IaL7E1SERVICEDEPARTMENTAT 662-324-8700 wITH ANYONLY. THE PURLINS MAY OR ik.imiwaESTIONS OR ISSUES. MAY NOT BE DESIGNEDFORTHEREQUIREDHANGERTOADS. CONTACT KIRBY 6E EP G0L R10SYSTEMSBUILDINGSYSTEMSFORSUSPENDEDLOADSTHAT KIRK BUILOINc TEM6 - 1ot AIRPORT ROAD - sDRN. BI. rs 397s9EXCEEDTHEDESIGNCOLLATERALLOADSPECIFIED TITLE. FASTENER CHART FOR THIS PROJECT. BUILDER. DAT:. Y. MCKEE CONSTRUCTION DATE, CUSTOMER. SKY 'POWER SPORTS LOCATION. SANFORD, FL 32771 DATE, ID NUMBER. 1700355A2 - DATE. MBS JOB NO. I7DO355A DMG.NO. CI OF, 1 Eave OUT- BLDG.#1 NOTE: NO COLUMNS IN THIS BUILDING. BUILDING RAFTERS WILL ATTACH TOTILTWALLVIAWINGPLATESAND EMBED PLATES BY OTHERS. . 8.1 O O fV 3.. m O O 3" 2" ''+ J 2" 1'-i 58'-0" OUT -TO -OUT OF STEEL ANCHOR BOLT PLAN See Plan I DETAIL B Base EL. 108'-1 1/2" Y Y 29'-0" ti`"• S P E Q-: ` % PL 0 a `,aSS10AN 75692 ROY M. WHITLEY, P.E. CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER ASAPPLIEDTOTHESTRUCTURALCOMPONENTSOFTHEBUILDINGDESIGNEDANDBYKIRBSUPPLIEDYBUILDINGSYSTEMS, IF ERECTED AS INDICATED. Y"S. ENGIED BY NOT ACTINGASNOTE THAT KIRBTHERECORDFORCONSTRUCTIONPROJECT. ISSUE DESCRIPTION BY DATE 0 CONSTRUCTION CDR 2/18/1 KIRB@y symm BETTER 3OLUTION2. BETTER BUo@. R6q . KIRBY BUILDING SYSTEMS 0 101 AIRPORT ROAD o STARKVILLE. MS 39759TITLE: ANCHOR BOLT PLAN BUILDER: DRN.BY: CDR MCKEE CONSTRUCTION DATE: 12/18/17 CUSTOMER: SKY POWER SPORTS CKD.BY: CDR LOCATION,SANFORD. FI 3 771 NERAL NOTES: I. USE FO x I+- A325.13OLTS FOR ALL GIRT'LAP AND GIRTTOCLIPCONNECTIONS. 2. REFER TO BEARING'FRAME DETAILSE--B—F TIONREQUIREMENTSOFRAFTERTOAAFTERNp RAFTERFOR NTOCCOLUMN. 3. ADEQUATE TEMPORARY BRACING MUST 8E PROVIDED BY THEERECTORDURINGTHEERECTIONOFTHEBUILDING. 4. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDEDPRIORTOTHEINSTALLATIONOFTHEWALLPANELS. 5. IT -MAY BE NECESSARY DURING ERECTION TO MAKE MINORADJUSTMENTSANDALIGNMENTSTOBOTHPURLINSANDGIRTSPRIORTOINSTALLINGPANELS. N_ FBT15; FCT15, FBT10, FCT10 PARAPET BACK SHEETING & TRIM: LINE 1 PANELS: 26 Ga. KR2 - UNDEFINED COLOR 100'-0" OUT= OF STEEL 3/8" 12 DETAIL A I - LEFT ENDWALL FRAMING: FRAME LINE 1. MASONRY WALL BY OTHERS BLDG.#1 d. BUILDER TO FIELD CUT OR BACK LAP PANELS AS R7. BUILDER TO FIELD CUT PANELS AS REQ'DB. DRAWINGS ARE NOT TO SCALE. 9. REF. GA0030 FOR CAULKING AT TRIM LAPS 10. WARNING, PENCIL LEAD AND MARKER WILL CAUSE GALV. PANELS AND TRIM PIECES TO RUST. DO NOT USE THESETO_MARK .ON PARTS. co CONNECTION PLATES - FRAME LINE 1 ID QUAN MARK/PART 1 1 RBR09 MASONRY WALL BY OTHERS 9 1/2"PURLIN 1/2"x2" A325 BOLT 5"x5"x5/8" STRUCTUAL ANGLE WELD ANGLE TO EMBEDED PLATE AT EACH PURLIN LOCATION. Nv ro `• S E O p es9s! O N ee r' e 1111111111%j°` EQUIRED. 75892 ROY M. WHITLEY, P.E. CERTIFICATION THEON EXTENDST. ONLY COMPONENTSFOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDERASRBYEBUILDINGSYSTEM, BUILDINGDNOTEDTHAT ED ANDDETAILKEYISSUEDESCRIPTION SUPPLIED YIFEREIINICATEDASINDICATEDACTINGAS:THE ENGINEER OR RECORD FOR THIS CONSTRUCTION PROJECT.IS NOT DETAIL NO _ S STRUCTURAL BY DATE y CDR 2/18/1 7 KIRBY PLEASE CONTACT OUR QUALITY SERVICE DEPARTMENT AT J— 4 20'-11 1/2" HSW 17'-10" LSW DETAILS B&FFE63 SOLUT1ORS- BETTER SUOLDIRSE. NOTE: ALL GIRT LAPS NOT KIRBY BUILDING SYSTEMS o 101 AIRPORT ROAD 0 STARKVILLE, MS 39759TITLE: ' INDICATED WILL BE 0"2*- LEFT ENDWALL DRN.BY, DOOR GIRTS, ALL GIRTS ATTACHED AT ONE BUILDER: MCKEE CONSTRUCTION DATE: CUSTOMER:SKYENDTOADOORJAMBARE16GAGE 0 UNLESS NOTrn 0 1 11 DETAIL -A CONNECTION PLATES - FRAME LINE 1 ID QUAN MARK/PART 1 1 RBR09 MASONRY WALL BY OTHERS 9 1/2"PURLIN 1/2"x2" A325 BOLT 5"x5"x5/8" STRUCTUAL ANGLE WELD ANGLE TO EMBEDED PLATE AT EACH PURLIN LOCATION. Nv ro `• S E O p es9s! O N ee r' e 1111111111%j°` EQUIRED. 75892 ROY M. WHITLEY, P.E. CERTIFICATIONTHEON EXTENDST. ONLY COMPONENTSFORTHE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDERASRBYEBUILDINGSYSTEM, BUILDING DNOTEDTHAT ED ANDDETAILKEYISSUEDESCRIPTION SUPPLIED YIFEREIINICATEDASINDICATEDACTINGAS:THE ENGINEER OR RECORD FOR THIS CONSTRUCTION PROJECT.IS NOT DETAIL NO _ S STRUCTURAL BY DATE y CDR 2/18/1 7 KIRBY PLEASE CONTACT OUR QUALITY SERVICE DEPARTMENT AT J— BUILDING 662-324-8700 WITH ANY QUESTIONS OR ISSUES. REFERENCE ERECTION wecF Uf DETAILS B&FFE63 SOLUT1ORS- BETTER SUOLDIRSE. NOTE: ALL GIRT LAPS NOT KIRBY BUILDING SYSTEMS o 101 AIRPORT ROAD 0 STARKVILLE, MS 39759TITLE: ' INDICATED WILL BE 0"2*- LEFT ENDWALL DRN.BY, DOOR GIRTS, ALL GIRTS ATTACHED AT ONE BUILDER: MCKEE CONSTRUCTION DATE: CUSTOMER:SKYENDTOADOORJAMBARE16GAGE POWER SPORTS CKD.BY: UNLESS NOTrn OFLANGE BRACES: (1) One Side; (2) Two SidesFBxxA(1) A - L188xO99 MASONRY WALL BY OTHERS ANGLE WELD ANGLE TO EMBEDED PLATEATEACHRAFTERLOCATION. MEN Mark 2 Tnoi c Weight 48.0/48.0 Q 240.0 48.0/48.0 0.220 240.0 48.0/48.0 10.250 0.250 RF RAFTER 48.0/48.0 0.275 217.5 48.0/48.0 0.275 9a n CD 4) 3/4"x3" A325 BOLT CN, 4"x3"x1/4" STRUCTUAI o p Q_ 3"x3"x1/4" STRUCTUAL ANGI o b• 4) 3/4"x3" A325 BOLT e e ANGLE WELD ANGLE TO EMBEDED PLATEATEACHRAFTERLOCATION. MEN Mark 2 Tnoi c Weight 48.0/48.0 240.0 48.0/48.0 0.220 240.0 48.0/48.0 10.250 0.250 240.0148.0/48.0 0.275 217.5 48.0/48.0 0.275 9a n bx3/8 x219.3 8 x 5/8 x 240.0 8 x 3/4" x 252.0 8 x 5/8" x 240.0 8 x 3/8" x 234.0 Inside flange W x Thk x Length 8x5/16' x217.8 8x1/2"x108.0 8 x 1/2" x 624.0 8 x 5/16" x 235:5 TEMPORARY ERECTION 9a' -s 3/16" ' SEAT FOR RAFTERS. CLEAR 100'-0" A q OUT -TO -OUT OF STEEL B RIGID FRAME ELEVATION: FRAME LINEBDETAIL- B MASONRY WALL BY OTHERS 2 3 4 5 6 NOTE: USE A TEMPORARY ERECTION BLDG.#1 SEAT FOR RAFTERS. N 53 gTEO/•° S0 l h` o ANAL zr ae6esa,® e e g 75892 ROY M. WHITLEY, P.E. CERTIFICATION EXTENDSONLYFOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS 1 . REFERENCE ELEVATION = 100'0 APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY6. FOR FLANGE BRACE CONNECTIONS IN THE ROOF, SEf 2. ALL BASE PLATES AT REFERENCE ELEVATION UNLESS FOR FLANGE BRACE CONNECTIONS IN KIRBr su1LDtNs srsTErs, IF ERECTED AS INDICATED. NOTE THAT KIRBY's ENGINEER 1SDETAILAG0011NOTACTING, AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION ---] PROJECT. NOTED. ISSUE DESCRIPTION BY DATE3. SEE ANCHOR BOLT PLAN FOR ANCHOR BOLT SIZES AND THE WALLS, SEE DETAIL AG0011 @J PLEASE coNracT OUR QUALITY7. ALL FLANGE BRACE LOCATIONS MARKED TWO SIDES S STRUCTURAL CDR 2/18/17 RB SERVICE DEPARTMENT ATDETAILS. (2) AT EXPANDABLE END FRAMES REQUIRE ONE FLANGE BU a 862-32ONS OR IWITHSSUES. ANYBRACETOBEINSTALLEDATTHETIMEOFERECTION, ouesnoNs OR Issues. 4. FLANGE BRACES ARE REQUIRED ON TWO SIDES (2)SYUM WHILE THE OTHER IS TO BE STORED AND USED AT THE vn omewcoMr(5ORONESIDE (1)- AS NOTED. TIME OF A FUTURE ADDITION. ®ErTERGn LUTt®EES'®ETTir uoLDlaaBa. 5. ALL MAIN FRAME CONNECTION BOLTS ARE A325 BOLTS. B. ALL ..CONNECTION BOLTS OR FIELD WELDS, PURLINS KIRBY BUILDING SYSTEMS o IOI AIRPORT ROAD o STARKVILLE, MS 397ANDALLFLANGEBRACESMUSTBEPROPERLYTITLE. CROSS SECTIONINSTALLEDONMAINFRAMESASTHEYARE. ERECTED DRN.BY. 59 AND BEFORE ERECTION LOADS ARE APPLIED. BUILDER= MCKEf CONSTRUCTION DATE, CUSTOMER=SKY POWER SPORTS CKD.BY- LOCATION-SANFORD,-FL 32771 neTE- FLANGE BRACES: (1) One Side; (2) Two SidesFBxxA(1) A - L188x099 J N O F - 7— b N MASONRY WALL BY OTHERS RF RAFTER 4) 3/4"x3" A325 BOLT 4"x3"x1/4" STRUCTUAL ANGLE 3"x3"x1/4" STRUCTUAL ANGLE 4) 3/4"x3" A325 BOLT WELD ANGLE TO EMBEDED PLATEATEACHRAFTERLOCATION. TEMPORARY ERECTION SEAT FOR RAFTERS. A B DETAIL- B NOTE: USE A TEMPORARY ERECTIONSEATFORRAFTERS. MEMBER TABLE Mark Weight RF2-1 6569 48.0/48.0 0.220 240.0 48.0/48.0 0.220 240.01217.5 48.0/48.0 0.220 240.0 48.0/48.0 0.275 zsx3/8"x219.3 8 x 5/8" x 108.0 8 x 5/8" x 624.0 8 x 3/8" x 234.0 8x5/16"x217.6 8x1/2"x108.0 8x1/2"x624.0 8 x 5/16" x 235.5 3/16" R +/- STEELA RIGID FRAME ELEVATION: FRAME LINE 7 8 9 10MASONRYWALLBYOTHERS ° • BLDG.#1 _ a ° °• _ _ _ 6 -, I. REFERENCE ELEVATION = 100'0..6. FOR FLANGE BRACE CONNECTIONS IN THE ROOF, SEEDETAILAG001 2. ALL BASE PLATES AT REFERENCE ELEVATION UNLESS C FOR. FLANGE BRACE CONNECTIONS INNOTED. THE WALLS, 'SEE DETAIL AG0011 ISSUE DESCRIPTION3. SEE ANCHOR BOLT PLAN FOR ANCHOR BOLT SIZES ANDALL S STRUCTURAL7 (2) ATAEXPANDABLE LEND TFRAMES AREQUIRE ONE DFLANGEDETAILS. 4. FLANGE BRACES ARE REQUIRED ON TWO SIDES (2) BRACE To BE INSTALLED AT THE TIME OF ERECTION, WHILE THE OTHEFUTURE A DI IO STORED AND USED AT THEORONESIDE -(1) AS NOTED: TIME OF A FUTURE ADDITION. 5. ALL MAIN FRAME CONNECTION BOLTS ARE A325 BOLTS. B. ALL CONNECTION BOLTS OR FIELD WELDS, PURLINSANDALLFLANGEBRACESMUSTBEPROPERLYINSTALLEDONMAINFRAMESASTHEYAREERECTEDANDBEFOREERECTIONLOADSAREAPPLIED. N opt 3•° STATE 0 S O • 75892 ROY M. WHITLEY, P.E. CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER ASAPPLIEDTOTHESTRUCTURALCCOFTHEBUILDINGDESIGNEDANDSUPPLIEDBYKIRBYBUILDINGSYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER ISNOTACTINGASTHEENGINEEROFRECORDFORTHISCONSTRUCTIONPROJECT. BY DA7l-ubl(JMER:SKY PLEASE CONTACT OUR QUALITYCDR. 2/18/17 SERVICE DEPARTMENT AT BUILDING862-324-6700 WITHANY QUESTIONS OR ISSUEq. 6E6 ER SOLUTION1. IETTEePa.DU0LD7ChG3. K1RBY BUILDING SYSTEMS 0 101 AIRPORT ROAD 0 STARKVILLE, MS 39759ITLE: CROSS SECTION DRN.BY: UILDER: MCKEE CONSTRUCTION DATE: POWER SPORTS CKD.BY: LOCATION:SANFORD. FL 37771 r FBT15,, FCT15, FBT10, FCT10 PARAPET BACK SHEETING & TRIM: LINE 11 PANELS: 26 Ga. KR2 - UNDEFINED COLOR I Q 3/8" I 12I 10o n OUT TO -OUT OF STEEL I T DETAIL A 'faj T,.—.-- —T --T— f —T'—--r---T-- — --- —J+ CONNECTIONPLATES FRAME LINE 11 ID QUAN MARK/PART" 4 1 RBRO9 o MASONRY WALL BY OTHERS 9 1/2" PURLIN 20'-11 1/2" HSW :_ 1/2"x2" A325 BOLT 1T-10" LSW ° 5"x5"x5/8" STRUCTUAL ANGLE o WELD ANGLE TO EMBEDED PLATEATEACHPURLINLOCATION. 1 11 DETAIL -A 4'-6 1/2" s ; N 'y'S li tt J v 17J ` rY Is, 7- NERAL NOTES, I. USE }"0 x 1 A325 BOLTS FOR ALL GIRT LAP AND GIRTTOCLIPCONNECTIONS.. 2. REFER TO .BEARING FRAME DETAILS BF FOR CONNECTIONREQUIREMENTSOFRAFTERTORAFTERANDRAFTERTO COLUMN3. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THEERECTORDURINGTHEERECTIONOFTHEBUILDING. 4. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDEDPRIORTOTHEINSTALLATIONOFTHEWALLPANELS. S. IT MAY BENECESSARYDURING ERECTION TO MAKE MINORADJUSTMENTSANDALIGNMENTSTOBOTHPURLINSAND GIRTSPRIOR -TO INSTALLING PANELS. RIGHT ENDWALL FRAMING: FRAME LINE 11MASONRYWALLBYOTHERS BLDG.#1 o. OUILUER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED. 7. BUILDER TO FIELD CUT PANELS AS REQ"D8. DRAWINGS ARE NOT TO SCALE, 9. REF. GA0030 FOR CAULKING AT TRIM LAPS 10. WARNING, PENCIL LEAD AND MARKER WILL CAUSE GALV. PANELS AND TRIM PIECES TO RUST. DO NOT USE THESETOMARKONPARTS. DETAIL KEY ISSUE DESCRIPTION DETAIL L--J S STRUCTURAL REFERENCE ERECTION DETAILS NOTE—ALL GIRT LAPS NOT " INDICATED WILL BE 0"21 DOOR GIRTS, ALL GIRTS ATTACHED AT ONE END TO A DOOR JAMB ARE 16 GAGEUNLESSNOTEDOTHERUTCZF S ATE F 4 %O N A1- E 5892 ROY M. WHITLEY, P.E. CERTIFICATION EXTENDS ONLY .FOR THE LOADS SPECIFIED ON KiRBY"S PURCHASE ORDER ASAPPLIEDTOTHESTRUCTURALCOMPONENTSOFTHEBUILDINGDESIGNEDANDSUPPLIEDBYKIRBY-BUILDING SYSTEM, '1F ERECTED AS INDICATED. NOTE THAT KIRBY"S ENGINEERISNOT BY DATE ACTING ASTHE-ENGINEER OR RECORD FOR THIS CONSTRUCTION PROJECT. O Qg PLEASE CONTACT OUR QUALITYCDR2/18/17 IiII SERVICE DEPARTMENT AT BUILDING 652-324-8700 WITH ANY sysms QUESTIONS OR ISSUES. Y cb. i-wh ABETTER SOLUTI0953. OMER GUILPMNDa. KIRBY BUILDING SYSTEMS 0 101 AIRPORT ROAD o STARKVILLE, MS 39759TITLE, RIGHT ENDWALL DRN.BY, BUILDER: .MCKEE CONSTRUCTION DATE: CUSTOMER, SKY POWER SPORTS CKD.BY: LOCATION,SANEnpn r r N c e tn V' M N r r O) N t` C.0 Lo 7 0 CO c0 c0 u7 un O) u). n. u) CO -. uD l7 LC')uD M CV u7 O V V' WTt, V V vY FBT15,, FCT15, FBT10, FCT10 PARAPET BACK SHEETING & TRIM: LINE 11 PANELS: 26 Ga. KR2 - UNDEFINED COLOR I Q 3/8" I 12I 10o n OUT TO -OUT OF STEEL I T DETAIL A 'faj T,.—.-- —T --T— f —T'—--r---T-- — --- —J+ CONNECTIONPLATES FRAME LINE 11 ID QUAN MARK/PART" 4 1 RBRO9 o MASONRY WALL BY OTHERS 9 1/2" PURLIN 20'-11 1/2" HSW :_ 1/2"x2" A325 BOLT 1T-10" LSW ° 5"x5"x5/8" STRUCTUAL ANGLE o WELD ANGLE TO EMBEDED PLATEATEACHPURLINLOCATION. 1 11 DETAIL -A 4'-6 1/2" s ; N 'y'S li tt J v 17J ` rY Is, 7- NERAL NOTES, I. USE }"0 x 1 A325 BOLTS FOR ALL GIRT LAP AND GIRTTOCLIPCONNECTIONS.. 2. REFER TO .BEARING FRAME DETAILS BF FOR CONNECTIONREQUIREMENTSOFRAFTERTORAFTERANDRAFTERTOCOLUMN3. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THEERECTORDURINGTHEERECTIONOFTHEBUILDING. 4. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDEDPRIORTOTHEINSTALLATIONOFTHEWALLPANELS. S. IT MAY BENECESSARYDURING ERECTION TO MAKE MINORADJUSTMENTSANDALIGNMENTSTOBOTHPURLINSAND GIRTSPRIOR -TO INSTALLING PANELS. RIGHT ENDWALL FRAMING: FRAME LINE 11MASONRYWALLBYOTHERS BLDG.#1 o. OUILUER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED. 7. BUILDER TO FIELD CUT PANELS AS REQ"D8. DRAWINGS ARE NOT TO SCALE, 9. REF. GA0030 FOR CAULKING AT TRIM LAPS 10. WARNING, PENCIL LEAD AND MARKER WILL CAUSE GALV. PANELS AND TRIM PIECES TO RUST. DO NOT USE THESETOMARKONPARTS. DETAIL KEY ISSUE DESCRIPTION DETAIL L--J S STRUCTURAL REFERENCE ERECTION DETAILS NOTE—ALL GIRT LAPS NOT " INDICATED WILL BE 0"21 DOOR GIRTS, ALL GIRTS ATTACHED AT ONE END TO A DOOR JAMB ARE 16 GAGEUNLESSNOTEDOTHERUTCZF S ATE F 4 %O N A1- E 5892 ROY M. WHITLEY, P.E. CERTIFICATION EXTENDS ONLY .FOR THE LOADS SPECIFIED ON KiRBY"S PURCHASE ORDER ASAPPLIEDTOTHESTRUCTURALCOMPONENTSOFTHEBUILDINGDESIGNEDANDSUPPLIEDBYKIRBY-BUILDING SYSTEM, '1F ERECTED AS INDICATED. NOTE THAT KIRBY"S ENGINEERISNOT BY DATE ACTING ASTHE-ENGINEER OR RECORD FOR THIS CONSTRUCTION PROJECT. O Qg PLEASE CONTACT OUR QUALITYCDR2/18/17 IiII SERVICE DEPARTMENT AT BUILDING 652-324-8700 WITH ANY sysms QUESTIONS OR ISSUES. Y cb. i-wh ABETTER SOLUTI0953. OMER GUILPMNDa. KIRBY BUILDING SYSTEMS 0 101 AIRPORT ROAD o STARKVILLE, MS 39759TITLE, RIGHT ENDWALL DRN.BY, BUILDER: .MCKEE CONSTRUCTION DATE: CUSTOMER, SKY POWER SPORTS CKD.BY: LOCATION,SANEnpn UO 4 3/8" 12 RIGHT ENDWALL SHEETING & TRIM: FF? -AME LINE 1.1 PANELS:'26 Ga. KR2 -UNDEFINED COLOR A B 25'-0" .OUT -TO -OUT OF STEEL C DETAIL D — — KAC01 CLIP 40_ CENTER CLIP TO GIRT & G-2 FIELD CONNECT CLIPTO GIRT AND TILT WALL. I I J i i BLDG.#1 I I i i RIGHTRIGHT ENDWALL FRAMING: FRAME LINE 1.1 J BLDG.#2 rvcKAL NOTES., 1 - I ICC t-. AJen tIULTS FOR ALL GIRT LAP AND GIRTTOClPCONNECTIONS. 2• RETO BEARING FRAME DETAILS .BF FOR CONNECTIONREQUIREMENTSOFRAFTER: TO RAFTER AND RAFTER TO COLUMN. 3. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THEERECTORDURINGTHEERECTIONOFTHEBUILDING. 4. ALL PRIMARY AND SECONDARY FRAMING, ,WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDEDPRIORTO -THE INSTALLATION OF THE WALL PANELS. 5. IT MAY BE. NECESSARY DURING ERECTION TO MAKE MINORADJUSTMENTSAND ,ALIGNMENTS TO BOTH PURLINS AND GIRTSPRIORTOINSTALLINGPANELS. 3/8" 12 6. 7. BUILDERTO FIELD CUT OR BACK LAP PANELS AS REQUIRED. BUILDER TO FIELD CUT PANELS DETAILB. AS DRAWINGS ARE NOT TO SCALE. REQ'D KEY 9. REF. GA0030 FOR. CAULKING AT TRIM LAPS DETAIL 10. WARNING: PENCIL LEAD AND MARKERPANELS WILL CAUSE GALV. I— AND TRIM PIECES TO RUST. TO MARK ON PARTS. DO NOT USE THESE REFERENCE ERECTION DETAILS NOTE,ALL GIRT LAPS NOT INDICATED WILL BE 0 -21 - POOR ALL GIRTS ATTACHED AT ONE, END TO A DOOR JAMB ARE 16 `GAGE UNLESS NOTED nTWPDUTCC S CONNECTION PLATES FRAME-LINE 1.1 - ID QUAN MARK/PART 31RBR09 MEMBER TABLE FRAME LINE 1.1 UUANI MARK PART 1 G-2 8C099 e MASONRY WALL BY OTHERS o_ v•v. o : o RF RAFTER Q . G (4) 3/4"x3" A325 BOLTvc b ° 4"x3"x1/4" STRUCTUAL ANGLE o• WELD ANGLE TO EMBEDED PLATE o : AT EACH RAFTER LOCATION. p; YE Sd ys` TEMPORARY ERECTION a y VJe`,; l_ z SEAT FOR RAFTER0e E tysF DETAIL- D NOTE: USE A TEMPORARY ERECTION O E F SEAT FOR RAFTERS. . s ( O9 A75A4 ROY M. WHITLEY, P.E. CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER ASAPPLIED SYSTEM, IF R CTURAL TEDNAS THE BUILDING DESIGNTHAT ED SUNGINEDR By IS NOTACTINGASTHEENGINEERORRECORDFORTHISCONSTRUCTIONPROJECT. DESCRIPTION BY DATE ® gSTRUCTURALCDR2/18/17 ®'8 EASE CONTACT OUR QUALITY V VICE. DEPARTMENT AT 324-8700 WITHANY STIONS OR ISSUES. BETTER SOLUTI®992. BETTER BLIPLOIBSBv. KIRBY BUILDING SYSTEMS 0 101 AIRPORT ROAD 0 STARKVILLE, MS 39759TITLE. RIGHT ENDWALL DRN.BY, BUILDER.: MCKEE CONSTRUCTION DATE: CUSTOMER: SKY POWER SPORTS CKD.BY: LOCATION, r_AniLnnn r. SPLICE PLATE & BOLT TABLE Qty Mark Top Bot Int Type Dia LESP -1 4 4 0 A325SP -2 4 3/4" 3" 0 0 A325 3/4" 3" STIFFENER TABLE • Stiff Plate SizeMarkMarkWidthThick Length RF2-1 St- 1 2.500 0.375 7.250 OFLANGE BRACES: (1) One Side; ROY M. WHITLEY, P.E. ON KIRBY'S PURCHASE ORDER AS 2) Two SidesFBxxA(1) A - LI88xO99 PROJECT. 11. REFERENCE ELFVATinn1 — Width Thick Length 6" 1/2" 1'-7 5/16" 6" 3/8" 1'-19/16" Q3/8" 12 T-8 5/8" - W 0 Z o Zw r Oa JJ RIC rhCAIIAL LINE 2.1 BLDG.#2 MarkWeight vveo ue I RFStart/End2-1 159 7.4/7.4 7.4/ 7.4 RF2-2 379 12.0/12.0 25'-0 1/8" 3'-3 3/4" 4 4'-6" IT -8 3/8" 2. ALL BASE PLATES AT REFERENCE ELEVATION UNLESS o. ruts FLANGE BRACE FORNFLANGENBRACETCONNECTIONSSEE IN DETAIL AG00NOTED, THE WALLS, SEE DETAIL AG00113. SEE ANCHOR BOLT PLAN FOR ANCHOR BOLT SIZES AND 7. ALL FLANGE BRACE LOCATIONS MARKED TWO. SIDESDETAILS. (2) AT EXPANDABLE END FRAMES REQUIRE ONE FLANGE4. FLANGE BRACES ARE REQUIRED ON TWO SIDES (2) BRACE TO BE INSTALLED AT THE TIME OF ERECTION, WHILE THE OTHER IS TO BESTOREDAND USED AT THEORONE ..SIDE _(-1-) AS NOTED. TIME OF A FUTURE ADDITION.. 5. ALL MAIN FRAME CONNECTION BOLTS ARE A325 BOLTS. B. ALL CONNECTION BOLTS OR FIELD WELDS, PURLINSANDALL INSTALLED LONGBRACES MAINFRAMESSASBTHEROARELERECTEDANDBEFOREERECTIONLOADSAREAPPLIED. 0.220 1 15.7 0.135 39.5 0.135 gAn n 3L1 5 x 1/4" x 105.E 5x1/4"x19.4 5 x 1/4" x 279.1 Co O 5 x 3/8" x 89.9 5 x 5/16" x 279.1 CONNECTION PLATES iD Mark/Part 1 RB - 09 MASONRY WALL BY OTHERS RF RAFTER 4) 3/4"x3" A325 BOLT 4, x3"x1/4" STRUCTUAL ANGLE WELD ANGLE TO EMBEDED PLATE AT EACH RAFTER LOCATION. TEMPORARY ERECTION SEAT FOR RAFTERS. B DETAIL- D NOTE: USE A TEMPORARY ERECTION SEAT FOR RAFTERS. c Ai c/o°^ani e •xc^,, ®e p®968FI 975892 CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIEDAPPLIEDTOTHESTRUCTURALCOMPONENTS ROY M. WHITLEY, P.E. ON KIRBY'S PURCHASE ORDER ASOFTHEBUILDINGDESIGNEDANDSUPPLIEDBYKIRBYBUILDINGSYSTEMS, IF ERECTED AS INDICATED. NOTE THAT NO ISENGINEERISNOTACTIN6.A5 THE.. ENGINEER OF RECORD FOR THIS CONSTRUCTIONISSUEDESCRIPTIONBYDATE PROJECT. S STRUCTURAL a CDR 2/16/17 PLEASE CONTACT OUR QUALITY SERVICE DEPARTMENT AT Vc'q SYSI 57 D 662-324-6700 KITH ANY QUESTIONS OR ISSUES. bNYCOq fs•.g _. SIEMR SOLUTIGHS. BETTER SUILDI ,?Q. KIRBY BUILDING SYSTEMS 0 101 AIRPORT ROAD o STARKVILLE, MS 39759TITLE; CROSS SECTION BUILDER: MCKEE CONSTRUCTION DRN.BY: CUSTOMER: SKY POWER SPORTS DATE, LOCATION: SANFORD_ R R' 771 CKD.BY: SPLICE PLATE & BOLT TABLE Qty Mark Top Bot Int Type Dia Length Width MEMBER TABLE SP -1 4 4 0 A325 Thick Length 3/4" 3" Mark Weight Web De th Start/End Web Plate Outside FlangeSP -2 4 0 0 A325 3/4" 6 3/8" 1'-7 3/16" 3: 6" 3/8" RF1-1 117 7 6/ 7 6 Thick 0.135 Len th W x Thk x Length STIFFENER TABLE 1'-1 3/8" 105.7 5 x 3/16" x 105.4 RFI -2 300 12.0/12.0 0.135 39.6 5 x 3/16" x 19.6 StiffPlate SizeMarkMark 12.0/12.0 0.135 240.0 5 x 3/16" x 279.2 Width Thick Length RF1-1 St- 1 2.500 0.250 7.500 OFLANGE BRACES: (1) One Side; 1/8" 2) Two SidesFB)ocA(1) 25'-0 A - L188xO99 Q3/8" T-3 3/4" 4 @ 4'-6" T-8 3/8" 12 I. REFERENCE ELEVATION = 100"O 2. ALL BASE PLATES AT REFERENCE ELEVATION UNLESSNOTED. 3. SEE ANCHOR BOLT PLAN FOR ANCHOR BOLT SIZES ANDDETAILS. 4. FLANGE BRACES ARE REQUIRED ON TWO SIDES (2) OR ONE SIDE (1) AS NOTED. 5. ALL MAIN FRAME CONNECTION BOLTS ARE A325 BOLTS. T-8 5/8" 1' tJILJI 1xp-%1vlr- CLtVA I IUN: FRAME LINE 4 1.1 BLDG.#2 6. FOR FLANGE BRACE CONNECTIONS IN THE ROOF, SEEDETAILAG0011 . FOR FLANGEBRACECONNECTIONS INTHEWALLS, SEE DETAIL AG0011 . 7. ALL FLANGE BRACE LOCATIONS MARKED TWO SIDES BRACE TO E AT THE 2) AT EXPANDABLE END FRAMES REQUIRE ONE FLANGE WHILE THEBOTHERTEDISLTO BE STOREDMANDFUSED CATOTAETIMEOFAFUTUREADDITION. B. ALL CONNECTION BOLTS OR FIELD WELDS, PURLINSANDALLFLANGEBRACESMUSTBEPROPERLY. INSTALLED ON MAIN FRAMES AS THEY ARE ERECTEDANDBEFOREERECTIONLOADSAREAPPLIED. BLDG.#1 ISSUE DESCRIPTION BY DATE S I STRUCTURAL CDR .2/16/7 x 3/16" x 5 x 3/16" x 279.2 CONNECTION PLATES ID Mark/Part 1 RBR09 N0-7t fir`,• . . 75892 ROY M. WHITLEY, P.E. CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED. ON KIRBY'SPURCHASE .ORDER ASAPPLIEDTOTHESTRUCTURALCOMPONENTSOFTWEBUILDINGDESIGNEDANDSU'PLIEDBYKIRBYBUILDINGSYSTEFIS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER ISNOTACTINGASTHEENGINEEROFRECORDFORTHISCONSTRUCTIONPROJECT. PLEASE CONTACT OUR GUALITY SERVICE DEPARTMENT AT 662-324-8700 WITH ANY u iLiS QUESTIONS OR ISSUES. a rn.mow ca:r.Pu-r BETTER SOLUTIONS. BETTER GUILEIFT,2. KIRBY BUILDING SYSTEMS 0 101 AIRPORT ROAD o STARKVILLE, MS 39759 TITLE. CROSS SECTION DRN.BY: BUILDER: MCKEE CONSTRUCTION DATE: CUSTOMER:SKY POWER SPORTS CKD.BY: LOCAIION:SANFORD. FL 9;)771 .. I Q 3/8" 12 N7N O Q 3/8 12 LEFT ENDWALL SHEETING & TRIM: FRAME EPANELS: 26 Ga. KR2 - UNDEFINED COLOR A 25'-0" OUT -TO -OUT OF STFFI I CONNECTION PLATES T FRAME LINE 4 OID QUAN MARK/PART 3M RBR09 cvCDe V v T MEMBER TABLE o 1 FRAME LINE 4 QUAN MARK PART 1 G-1 8C099 I — 80040 jr-- ------ - -----:--------------- II----------------- I F I F0041 I I i I I I I I I I I I I I I L_ LEFT ENDWALL FRAMING: FRAME LINE 4 BLDG.#2 NERAL NOTES: I. USE cul -lb FOR ALL GIRT LAP AND GIRTTOCLIPCONNECTIONS. 2. REFER TO BEARING FRAME DETAILS. -BF FOR CONNECTIONREQUIREMENTSOFRAFTERTORAFTERANDRAFTERTOCOLUMN3. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THEERECTORDURINGTHEERECTIONOFTHEBUILDING. 4. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDEDPRIORTOTHEINSTALLATIONOFTHEWALLPANELS. S. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINORADJUSTMENTSANDALIGNMENTSTOBOTHPURLINSANDGIRTSPRIORTOINSTALLINGPANELS. FIELD CONNECT CLIP TO GIRT AND TILT WALL. b. GUILDER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED. 7. BUILDER TO FIELD CUT PANELS AS REQ"D DS. DRAWINGS ARE NOT TO SCALE. 9. REF. GA0030 FOR CAULKING AT.TRIM LAPS 10. WARNING: PENCIL LEAD AND MARKER WILL CAUSE GALV. PANELS AND TRIM PIECES TO RUST. DO NOT USE THESETOMARKONPARTS. ETAIL KEY DETAIL NO. REFERENCE ERECTION DETAILS NOTE: ALL GIRT LAPS NOT INDICATED WILL BE O"2 V DOOR GIRTS: ALL GIRTS ATTACHED AT ONE END TO A DOOR JAMB ARE 16 GAGE UNLESS NOTED OTHERWISE. U7 2 0 r II o • MASONRY WALL BY OTHERS o_ 0 e o ° RF RAFTER v• 0 p 4) 3/4"x3" A325 BOLT m• b ° © 4"x3"x1/4" STRUCTUAL ANGLE WELD ANGLE TO EMBEDED PLATE A t6 AT EACH RAFTER LOCATION. TEMPORARY ERECTION SEAT FOR RAFTERS. B DETAIL- D NOTE: USE A TEMPORARY ERECT SEAT FOR RAFTERS. SSUE DESCRIPTION BY DATE S STRUCTURAL I CDR P 2/1 BA No- 153 - m STS c it 10 N A\ 18911110 75892 CERTIFIROY M. WHITLEY, P.E. ONAPPLIEDCTOITHE ESTRUCTURXTENDS YCpIWpNENTS OFHE STFIEEBUILDIN6 DE5ON 16D D AtmCS pE OR ByKIRBYBUILDINGSYSTEM. IF ERECTED AS INDICATED. NOTE THAT KIRBY'SENGINEER 15 NOTACTINGASTHEENGINEERORRECORDFORTHISCONSTRUCTIONPROJECT. Rf81®I®/ PLEASE CONTACT OUR QUALITY dBUIL ®® Ilcf'gG SERVICE DEPARTMENT AT d ceAwl 662-32q-8700 WITH ANY QUESTIONS OR ISSUES. A rcamew cc.yY TER SOLUTIOISS. BETTER BUILORMS. KIRBY BUILDING SYSTEMS o 101 AIRPORT ROAD 0 STARKVILLE, MS 39759TITLE: LEFT ENDWALL BUILDER: DRN.BY, MCKEE CONSTRUCTION DATE: CUSTOMER. SKY POWER SPORTS LOCATION, SAKIFr)Dr) ci CKD.BY: 255'-0" OUT -TO -OUT OF STEEL PURLIN I LAP 3'-6 3/4"-- H_. V-10 v2" 7'.1012" ,'an,n^ --Fr 1'-1012'y ENERAL NOTES: 1. USE V DIA. X I}r A325 BOLTS FOR ALL PURLIN LAP CONNECTIONS. 2. USE V DIA. X Ir A325 BOLTS FOR PURLIN AND EAVE STRUT TO FRAME CONNECTIONS. 3. THE DIAMETER OF THE BRACING IS DENOTED BY THE THIRD AND FOURTH DIGITS OF THE PIECE MARK. CABLE EX. 08 = }"0 AND 10 = 8-0) ROD EX. OB = rO AND 10 = J'o) 4. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE ERECTOR DURING THE ERECTION OF THE BUILDING. 5. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED PRIOR TO THE INSTALLATION OF THE ROOF PANELS. NOTES: USE (18) WG9.5X11.85 BEAMS FOR FIELD LOCATEDRTUBEAMSUPPORTINROOF. USE (4) 1/2'X2" A325 BOLTS FOR BEAM CONNECTIONS. DO NOT CUT PURLINS FOR RTU OPENINGS. PURLINSCANNOTBECUT. I I FIELD LOCATED RTUsL --J S. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR 11. WARNING. PENCIL LEAD WILL CAUSE GALV. DETAIL KEYADJUSTMENTSANDALIGNMENTSTOBOTHPURLINSANDGIRTSPANELSANDTRIMPIECESTORUST. PRIOR TO INSTALLING PANELS. DO NOT USE PENCILS TO MARK ON PARTS. NO. 7. DO NOT STAND OR WALK ON SECONDARY FRAMING MEMBERS SUCH DETAIL AS GIRTS, PURLINS AND EAVE STRUTS UNLESS THEY ARE FIRMLYSECUREDATBOTHENDSANDLATERALLYSUPPORTED. B. DO NOT USE METAL BUILDING PANELS AS WALK BOARDS OR REFERENCE WORKING PLATFORMS. NEVER STAND OR WALK ON METAL ERECTION BUILDING PANELS BETWEEN SUPPORTS UNLESS THE PANELS ARE DETAILS FIRMLY FASTENED AT BOTH ENDS AND BOTH SIDES. 12. A COPY OF KIRBY'S STANDING SEAM CHECKLIST CAN BE FOUND IN THE STANDING9. DRAWINGS ARE NOT TO SCALE. SEAM ERECTION MANUAL SENT WITH EACH PROJECT. TO ENSURE YOUR INSTALLER HAS10. FOR KIRBYLOK OR ROOFLOK ROOF PANELS, REF. APPROPRIATE A THOROUGHUNDERSTANDING OF THE STANDING SEAM SYSTEM, PLEASE REVIEW THEDETAILSPROVIDEDINTHEERECTIONDRAWINGSANDTHESTANDINGSEAMMANUAL. ERECTION MANUAL FOR ERECTION PROCEDURES. HAVE THE ERECTOR OR YOUR PROJECT SUPERINTENDENT COMPLETE THE CHECKLIST. R TABLE 20 P-1 95ZO75 20 P-2 95ZO75 120 P-3 95ZO75 20 P-4 95ZO75 20 P-5 95ZO75 2 P-6 95ZO75 16 P-7 95ZO75 2 P-8 95ZO75 1 E-1 95EO99 8 E-2 95EO99 1 E-3 95EO99 16 CB -1 BR10 48 CB -2 BR10 Nub ;a`' 8 a rN O V b 9 S .Ac " A- 0 .F`e`® ss N 1O 81111 75892 ROY M. WHITLEY, P.E. CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIEDAPPLIEDTOTHESTRUCTURALCOMPONENTSOFTHE ON KIRBY"S PURCHASE ORDER AS BUILDING DESIGNED AND SUPPLIED BYKIRBYBUILDINGSYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY"S ENGINEER ISNOTACTINGASTHEENGINEEROFRECORDFORTHISCONSTRUCTIONPROJECT. ISSUE DESCRIPTION BY DATE / pSSTRUCTURALCDR2/16/1 7 dltl PLEASE CONTACT OUR QUALITY SERVICE DEPARTMENT AT Bu'Igs - Ei62-324-8700 WITH ANY QUESTIONS OR ISSUES. GETTER SOLUTIOFIS. BETTER @UILDNes. KIRBY BUILDING SYSTEMS o 101 AIRPORT ROAD o STARKVILLE, MS 39759 TITLE. ROOF FRAMING PLAN DRN.BY: BUILDER: MCKEE CONSTRUCTION DATE: CUSTOMER: SKY POWER SPORTS LOCATION: SANFORII FI », CKD.BY: BLDG.#1 i --t 1' 4 29'-0" PURLIN LAP 58'-0" OUT -TO -OUT OF STEEL r-6 v4° I2'S 1/4" ROOF FRAMING PLAN ENERAL NOTE S P-1 95ZO99 6 1. USE i' DIA. X I+- A325 BOLTS FOR ALL PURLIN LAP CONNECTIONS. 2. USE {' DIA. X i$' A325 BOLTS FOR PURLIN AND CAVE STRUT TO FRAME CONNECTIONS. 3. THE DIAMETER OF THE BRACING IS DENOTED BY THE THIRD AND FOURTH DIGITS OFTHEPIECE MARK. cC LE 'EX. oe = O. aND to .. b-) CRO. EX. 08 = rO.AND 10 = J-0) 4. ADEQUATE TEMPORARY BRACING MUSTBEPROVIDED BY THE ERECTOR DURING THE ERECTION OF THE BUILDING.9. S. ALL PRIMARY AND. SECONDARY FRAMING, WIND ..BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED PRIOR TO THE INSTALLATION Of THE ROOFfANELS. 8• IT MAY BE NECESSARY DURING ERECTION TOMAKE'MINOR 11. WARNING. PENCIL LEAD WILL CAUSE GALV. - DEADJUSTMENTSANDALIGNMENTSTOBOTHPURLINSANDGIRTS 'PANELS AND TRIM PIECESTORUST. TAIL KEYPRIORTOINSTALLINGPANELS. DO NOT USE PENCILS TO MARKONPARTS. L J— 7. DO NOT STAND WALKONSECONDARY FRAMING MEMBERS SUCH DETAIL NO. . AS G1RTS, PURLINS AND SAVE STRUTS UNLESS THEY ARE FIRMLY SECURED AT BOTH ENDS AND LATERALLY SUPPORTED. 8. DO. NOT USE METAL_BUILDING.-PANELS-AS WALK OR REFERENCE_. ERECTIONWORKINGPLATFORMS. NEVER -STAND OR WALK ON METAL DETAILSBUILDINGPANELSBETWEENSUPPORTSUNLESSTHEPANELSARE FIRMLY FASTENED AT BOTH ENDS AND BOTH SIDES. 12. A COPY OF KIRBY'S STANDING SEAM CHECKLIST CAN BE FOUND IN THESTANDINGDRAWINGSARENOTTOSCALE, SEAM ERECTION MANUAL SENT WITH EACH PROJECT. TO ENSURE YOUR INSTALLER HAS10. FOR KIRBYLOK OR ROOFLOK ROOF PANELS, REF. APPROPRIATE A,THOROUGH UNDERSTANDING OF THE STANDING SEAM SYSTEM,. PLEASE REVIEW THEDETAILSPROVIDEDINTHEERECTIONDRAWINGSANDTHE COMPLETE NG SEAM MANUAL. ERECTION MANUAL FOR ERECTION PROCEDURES. HAVE THE ERECTOR OR YOUR PROJECT SUPERINTENDENT COMPLETE -THE CHECKLIST. 1 E-1 95EO75 1 6 P-1 95ZO99 6 P-2 95ZO99 1 E-1 95EO75 1 E-2 95EO75 2 CB -1 CB08 2 CB -2 C1308 No _7189' ATS am O p 75892 ROY M.WHITLEY, P.E. CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY"S PIKICHASE ORDER ASAPPLIEDTOTHESTRUCTURALCOMPONENTSOFTHEBUILDINGDESIGNEDKIRBYSYSTEMS, IF ERECTED A. THAT KIRSY'S ENGINEER ISNOTACTINGTIN6ASSINDICATEDNOTEANDSUPPLIEDBY THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. ISSUE DESCRIPTION BY DATE S STRUCTURAL CDR 2/18/1 7 KIRBY PLEASE CONTACT OUR QUALITY SERVICE DEPARTMENT AT Bu'LD120 862-324-8700 WITH ANY QUESTIONS OR ISSUES. BETTER SOLUTION1 BETTEII BUlDE-Jea. KIRBY BUILDING SYSTEMS o 101 AIRPORT ROAD 0 STARKVILLE, MS 39759TITLE, ROOF FRAMING PLAN DRN. BY, BUILDER: MCKEE CONSTRUCTION DATE, CUSTOMER: SKY POWER SPORTS CKD.BY, LOCATION,SANFnpn Gi 0 DOWNSPOUT LOCATIONS Loo UT OF STEEL 3.#1 ROOF SHEETING PLAN PANELS: 24 Ga: SS360.- ZINC ALUMINUM MASONRY WALL BY OTHERS i FIELD LOCATED RTUsL ---J NERAL NOTES: 1 r —11 IULTS FOR ALL PURLIN LAP CONNECTIONS i•—= AHT DURING ERECTION TO MAKE MINORADJUSTMENTSANDALIGNMENTS 11. WARNING. PENCIL LEAD 2. -.USE }' DIA, X 7}' A325 BOLTS To BOTH PURLINS AND GIRTSPRIORTOINSTALLINGPANELS. PANELS AND TRIM PIECES TO RUST.. WILL CAUSE GALV= DEETAIFORPURLINANDEAVESTRUTTOFRAMECONNECTIONS. 7• DO NOT STAND OR WALK ON SECONDARY FRAMING DO NOT USE PENCILS TO MARK ON PARTS. 3. THE DIAMETER OF THE BRACING IS DENOTED BY THE MEMBERS SUCHASGIRTS, PURLINS AND EAVE STRUTS UNLESS AND FOURTH DIGITS OF THE PIECE MARK.SECUREDAT THEY ARE FIRMLYTHIRDBOTHENDSANDLATERALLYSUPPORTED.(CABLE EX. OB = }'0 AND 10 - 6 0) B• DO NOT USE'METAL BUILDING PANELS AS EX.OB=..}"P. .AND -10 = g'g) WALK BOARDS ORWORKING .PLATFORMS. NEVER STAND 4. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED OR WALK ON METAL( ROD BUILDING PANELS BETWEEN SUPPORTS UNLESSBY THE ERECTOR DURING THE ERECTION OF THE BUILDING. THE PANELS AREFIRMLYFASTENEDAT. BOTH ENDS AND BOTH SIDES. 5. ALL PRIMARY AND SECONDARY FRAMING, WIND 9. DRAWINGS ARE NOT TO SCALE. 12l7r,7D Y'S STANDING.SEAM CHECKLIST CAN BEBRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED 10. FOR KIRBYLOK ORROOFLOK MANUAL SENT WITH EACH PROJECT.. FOUND IN THE, STANDINGTOENSUREORWELDEDPRIORTOTHEINSTALLATIONOFROOFPANELS, REF. APPROPRIATEERECTIONMANUAL ERSTANDING. OF THE STANDING SEAM ED -ERECTION YOUR INSTALLER HASSYSTEM, PLEASETHEROOFPANELS. FOR ,ERECTION PROCEDURES. IN THE DRAWINGS ANDEERECTOR REVIEN-THE THE STANDING SEAMORYOURPROJECTSUPERINTENDENT MANUAL. COMPLETE THE CHECKLIST. iSUE DESCRIPTION S STRUCTURAL ID NI IMf7C o , a V, 1( 91 Cy ,• tKO •iCEP;IS• u92 ° e 0°° e • O• e' I ® 75892 ROY M. WHITLEY, P. E. CERTIFICA TION ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER ASAPPLIED I iHE.STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BYKIRBYBUILDINGSYSTEMS,. IF ERECTED AS INDICATED. NOTE THAT KIRBY'S.ENGINEER ISNOTACTINGASTHEENGINEEROFRECORDFORTHISCONSTRUCTBYDATEIONPROJECT. R/ PLEASE CONTACT OUR QUALITYCDR2/1B/17 - KIRBY SERVICE DEPARTMENTPARTMENT700 AAT BsysmV QUESTIONS NY OR ISSUES. re-MOR9 msipatsv BETTEFaSDLUTIOBBB. BETTER SUOLUM MB. KIRBY BUILDING SYSTEMS 0 101 AIRPORT ROAD 0 STARKVILLE, MS 39759TITLE, ROOF SHEETING PLAN DRN.BY, BUILDER: MCKEE CONSTRUCTION DATE: CUSTOMER,SKY POWER SPORTS CKD.BY: LOCATION SANFORD, FL 32771 LOW EA' ENERAL NOTES: 1. USE }' DIA, X I+- A325 BOLTS FOR ALL PURLIN LAP CONNECTIONS. 2. USE }'.DIA, X 1}- A325 .BOLTS FOR PURLIN AND SAVE STRUT TO FRAME CONNECTIONS. 3. THE DIAMETER OF THE BRACING IS DENOTED BY THE THIRD AND FOURTH. DIGITS OF THE PIECE MARK. CABLE _EX._OB-=-i"0 AND -10-=-g'0)- CROD EX. OB = 1'0 AND 10 = g"0I 4. ADEQUATE TEMPORARY: BRACING.MUST-BE`PROVIDED BY THE ERECTOR DURING THE ERECTION OF THE BUILDING. S. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDEDPRIORTOTHEINSTALLATIONOFTHEROOFPANELS. 58'-0" OUT -TO -OUT OF M: P1— ... ROOF SHEETING PLAN PANELS: 24 Ga. SS360 - ZINC ALUMINUM BLDG.#2 6. IT.MAY BE NECESSARY DURING ERECTION TO MAKE MINOR 11. WARNING. PENCIL LEAD.. WILL CAUSE GALV. DETAIL KADJUSTMENTSANDALIGNMENTSTOBOTHPURLINSANDGIRTSPANELSANDTRIMPIECESTORUST. E YPRIORTO. INSTALLING PANELS. DO NOT USE PENCILS TO MARK ON PARTS. DETAIL NCO_ 7. ASDO- NOT STAND OR WALK ON SECONDARY FRAMING MEMBERS SUCH DET`-- AS GIRTS, PURLINS AND EAVE STRUTS UNLESS THEY ARE FIRMLYSECUREDATBOTHENDSANDLATERALLYSUPPORTED. B. DO,:NOT-USE _METAL -.BUILDING -PANELS ASWALK-BOARDS OR - REFERENCE WORKING PLATFORMS. NEVER STAND OR WALK ON METAL ERECTION BUILDING PANELS BETWEEN SUPPORTS UNLESS THE PANELS ARE DETAILS FIRMLY FASTENED AT BOTH ENDS AND BOTH SIDES. 12. ACOPY OF KIRBY'S STANDING SEAM CHECKLIST CAN BE FOUND IN THE STANDING9. DRAWINGS ARE NOT TO SCALE. SEAM ERECTION MANUAL SENT WITH EACH PROJECT. TO ENSURE YOUR INSTALLER HAS10. FOR KIRBYLOK OR ROOFLOK ROOF PANELS, REF. APPROPRIATE A. THOROUGH UNDERSTANDING OF THE STANDING SEAM SYSTEM, PLEASE REVIEW THEDETAILSPROVIDED1N. THE, ERECTION DRAWINGS AND THE STANDING SEAM MANUAL. ERECTION MANUAL FOR ERECTION PROCEDURES. HAVE THE ERECTOR OR YOUR PROJECT SUPERINTENDENT COMPLETE THE CHECKLIST. f I to f eee444a4 a® BSS ®O N P,\-11 °® rsas2 ROY M. WHITLEY P E CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER ASAPPLIEDTOTHESTRUCTURALCOMPONENTSOFTHEBUILDINGDESIGNEDANDKIRBYBUILDINGSYSTEMS, SUPPLIED BYIFERECTEDASINDICATED. -NOTE -THAT KiRBY S,ENGINEER ISNOTACTINGASTHEENGINEEROFRECORDFORTHISCONSTRUCTIONPROJECT. ISSUE DESCRIPTION BY DATE S STRUCTURAL CDR 2/18/17 PLEASE CONTACT OUR QUALITYSERVICEDEPARTMENTAT BUILDINGffAQ 662-324-9700 WITH ANY QUESTIONS. OR ISSUES. BETTER SOLUT100,9. BETTER BUELDV,22. KIRBY BUILDING SYSTEMS o 101 AIRPORT ROAD o STARKVILLE, MS 39759TITLE: ROOF SHEETING PLAN BUILDER: MCKEE CONSTRUCTION DRN.BY: CUSTOMER:SKY POWER SPORTS DATE: LOCATION, C:AAICnnn ,-: CKD.BY: GEN A 5 I 1 I G-1 12TI308D 8 G-2 12TI308D 1 G-3 12T1308D 255'-0" OUT -TO -OUT OF STEEL 11 2 3 4 25 -6 25'-6" 25'-6" 25' '-6" S 6 7 8 g625 1025625`-6" 25'-6„ 25'-6° 25'-6" G-1 G-2 ---------------- ---- G-2 G-2 G-2 -------------------------- 00 BLDG.#2 G-2 G-2 G-2 G-2 — — — — — — G-3 I FRONT SIDEWALL FRAMING: FRAME LINE 13MASONRYWALLBYOTHERS BLDG.#1 T Igo 75 y f: LijfisS10NN ® ERAL NOTES: I . USF a.'m , ,- VL,b 1 -UH ALL GIRT LAPANDGIRTTOCLIPCONNECTIONS. CKtLIUH TO FIELD SLOT FLUSH FRAME GIRTS FOR CABLEBRACING. THE _DIAMETER OF THE BRACING IS DENOTED BY THETHIRDANDFOURTH B• B. BUILDER TO FIELD CUT OR BACK LAP PANELS DETAIL KEY I DIGITS OF THE PIECE MARK. EX. OB = }"0 10 = AS REQUIRED. BEFORE INSTALLATION OF WALL PANELS, IT ISTO DETAIL N0. Ij-0 ADEQUATE TEMPORARY BRACING MUST BE PROVIDEDERECTOR IMPORTANTREFERENCEWALLPANELFASTENERLAYOUTDETAILSGA0101DKIRBYWALLGA0201YTHEDURINGTHEERECTIONOF - ALL--PRIMARY-AND KIRBYRIB IIS TO INSURECORRECTUSAGEOFFASTENERS. REFERENCE SECONDARY. FRAMING, WLND BRACING, ETC. 9. MUST BE INSTALLED, PROPERLY ALIGNED, ,ETC. WELDED USE ITC/ SCALE TEMPORARY INSTALLATIONOFCLHTRIM. OF CLHGTRIM. S ERECTION DETAILS BOLTED ORPRIORTOTHEINSTALLATIONOFTHEPANELS. IT MAY BE 10. ARE NOT NOTE: ALLNECESSARYDURINGERECTIONTOMAKE _MINORADJUSTMENTSANDALIGNMENTSTO 11 GIRT LAPS NOT INDICATED WILL BE 0"2}" REF• GAO03O FOR CAULKING ATBOTHPURLINSANDGIRTSPRIORTOINSTALLINGPANELS. 12. TRIM LAPS WARNING: PENCIL LEAD AND MARKER DOOR GIRTS. WILL CAUSE GALV. PANELS AND TRIM PIECES TO RUST. OO NOT ATTACHED AT ONETOMARKONPARTS. USE THESE END TO A DOOR ARE 1 UNLESS NOTED OTHFRWTc6 GAGE 5892 ROY M. WHITLEY, P.E. APPLCERTIFICATITHEON EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBSIGY'S PUtCHASE ORDER ASRBYEBUILDINGSYSTEM,AIFCERECTEDT NDICATEOLDI TEETHAT KIRBY"S ENGINEERPL ) YISNOTACTINGASTHEENGINEEROFRECORDFORTHISCONSTRUCTIONPROJECT. 3SUE DESCRIPTION BY DATE S STRUCTURAL CDR [SERVILEASE CONTACT OUR QUALITYCDR2/)B/) CE DEPARTMENT AT V' 6 62-324-8700 WITH ANY o,o,c J UESTIONS OR ISSUES. AWG Fw%h'. BETTER SOLUTIONES ®EYTEjj BUILOPHR3. KIRBY BUILDING SYSTEMS o Tp7 AIRPORT ROAD o STARKVILLE, MS 39759TITLE: FRONT SIDEWALL DRN.BY: BUILDER: MCKEE CONSTRUCTION DATE: CUSTOMER. -SKY POWER SPORTS LOCATION,gAniCnnn GKD.'BY: r rviZ LING H 255'-0" OUT -TO -OUT OF STEEL. QUAN MARK PART 1 25 G-4 12TI308D 25 -6 1 O 9 $ 25'-6" 25'-6" 7 - 6 . 5 4 3 1 G-6 12TI308D25'.-6" 25'-6" 2 25'-6" 25'-6" 25'-6" 25'-6.. 4'-61/2" ------_---------- N 1,-11/2" G-4 -- —___— _--=-------------- G-5 G-5 rr — -------- ------- m 1 G-5 ---- ------ N N I G-5 G-5 G-5 ------ N 1 G-5 1 G-5 1 G-6 BACK SIDEWALL FRAMING: FRAME LINE ---------------- MASONRY WALL BY OTHERS A 11 BLDG.#1 SS360 ROO 4 F GENERAL NOTES. PARAPET BACK SHEETING & TRIM: LINE A 1 1/4 7, 1/4" PANELS: 26 Ga. KR2 - UNDEFINED COLOR I TRIM (BY OTHERS) SPECIAL TRIM s SYSTEM CONCRETE TILT PANEL s '° a •° DETAIL - C HIGH SIDE DETAIL @ PARAPET NOTE: WHERE PARAPET HEIGHT INCREASES, USE EI8021. AJ25 BOLTS FOR ALL GIRT LAPANDGIRTTOCLIPCONNECTIONS. 6• ERECTOR TO FIELD SLOT FLUSH FRAME GIRTS FOR CABLEBRACING. 2. THE DIAMETER OFTHEBRACING IS DENOTED BY THETHIRDANDFOURTH BUILDER TO FIELD CUT OR BACK LAP PANELS DETAIL KEY ISSUE DESCRIPTION D-IGITS OF THE PIECE MARK. EX. OB = }"o 10 = A-0) B. AS REQUIRED. BEFORE INSTALLATION OF WALL PANELS, IT IS IMPORTANTTO DETAIL N0. S STRUCTURAL 3ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BYERECTOR REFERENCE WALL PANEL FASTENER LAYOUT DETAILScGA0101KIRBYWALLGA0201THEDURINGTHEERECTIONOFTHEBUILDING. 4. ALL PRIMARY KIRBYRIB II) TO INSURERRVTCPSAt REFERENCE AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY 9" USE 5'0' F SCEFORSTEMPORARY INSTALLATIONOFCLHTRIM. ERECTION DETAILS ALIGNED, BOLTED OR WELDEDPRIORTOTHEINSTALLATIONOFTHEPANELS. 5. IT MAY 10. DRAWINGS ARE NOT TO SCALE. NOTE: BE NECESSARY DURING ERECTION TO MAKE MINORADJUSTMENTSANDALIGNMENTS ALL GIRT LAPS NOT INDICATED WILL 0'2I" OPENCILTOBOTHPURLINSANDGIRTSPRIORTOINSTALLINGPANELS: 12 • WARNING LEAD AND MARKER DOOR GIRT: S WILL CAUSE GALV. PANELS AND TRIM PIECES TO RUST. DO NOT USE THESE END TO ATOTOMARKONPARTS. RT E UNLESS JAMB RE 16 GAGE NOTED OTHERWISE. N Ej Q U e€35„_ 75892 ROY M. WHITLEY, P.E.. CERTIFICATION EXTENDSONLY FOR THE LOADS SPECIFIED ON KIRBY'SPURCHASE ORDER ASKIBYEBUILDINGSYSTEMS, IIFcTuR CERECCTEDTAS jNDI ATED INOTEETHATT KIRBY' SNED AND ENGINEERYISNOTACTINGASTHEENGINEEROFRECORDFORTHISCONSTRUCTIONPROJECT. BY DATE KIRBY PLEASECONTACT OUR QUALITYCDR2/18/17 SERVICE DEPARTMENT AT BU 662-324-8700 WITH ANY vnm QUESTIONS OR ISSUES. 9, oar; . CH bULURONS. EME6 EUILDiRgo. KIRBY BUILDING SYSTEMS 0 101 AIRPORT ROAD 0 STARKVILLE, MS 39759TITLE: BACK SIDEWALL BUILDER: DRN.BY: MCKEE`CONSTRUCTION DATE: cUSTDMER:SKY POWER SPORTS LOCATION: CKD.BY: SANFORD. FI '9i771 A I RF2-1 BACK SIDEWALL FRAMING: FRAME LINE C R BACK SIDEWALL SHEETING & TRIM: FRAME LINE C PANELS: 26 Ga. KR2 - UNDEFINED COLOR A GENERAL NOTES: I. USE }"pi x 1}" A325 BOLTS FOR ALL GIRT LAPANDGIRTTOCLIPCONNECTIONS. 6. ERECTOR TO FIELD SLOT FLUSH FRAME GIRTS FOR CABLEBRACING. 2. THE DIAMETER OF THE BRACING I5 DENOTED 7. BUILDER TO FIELD CUT OR DETAIL KEY ISSUE DESCRIPTION BY DATEBYTHETHIRDANDFOURTHDIGITSOFTHEPIECEMARK. EX. B. BACK LAP PANELS AS REQUIRED. BEFORE INSTALLATION OF WALL PANELS, IT DET - S STRUCTURAL CDR 2/18/1 3. OB = }"0 10 = A,o) ADEQUATE TEMPORARY BRACING IS IMPORTANTTOREFERENCEWALLPANELFASTENERLAYOUTDETAILScGA0101 JMUSTBEPROVIDEDBYTHEERECTORDURING_THE ERECTI-0N-OF KIRBYWALL GA0201 KIRBYRIB II) TO INSURECORRECTUSAGEOF REFERENCE 4. THE BUILDING. ALL PRIMARY AND SECONDARY FRAMING, 9 FASTENERS. USE 5'0" C/C FOR ERECTION WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, OF TEMPORARY INSTALLATION CLHTTRIMT DETAILS 5. BOLTED OR WELDEDPRIORTOTHEINSTALLATIONOFTHEPANELS. IT MAY 10. DRAWINGS ARE NOT TO SCALE. NOTE: ALL GIRT LAPS NOTBENECESSARYDURINGERECTIONTOMAKEMINORADJUSTMENTSANDALIGNMENTS11. REF. GA0030 FOR CAULKING AT TRIM LAPS INDICATED WILL BE O'2V TO BOTH PURLINS AND GIRTSPRIORTOINSTALLINGPANELS. 12• WARNING: PENCIL LEAD AND MARKER WILL CAUSE GALV. ALL GIRTSPANELS DOOR GIRTS: ATTACHEDANDTRIMPIECESTORUST. DO NOT USE THESETOMARKOND, END TO AT ONE DOOR JARTS. 16UNLESSNOTFnMoAREGAGE MEMBER TABLE FRAME LINE C QUAN MARK PART 2 G-3 8CO99 L75892 Y M. WHITLEY, P.E. CERTIFICATION EXTENDS ONLY FOR THE LOADSSPECIFIEDON KIRBY'S PURCHASE ORDER ASAPPLIEDTOTHESTRUCTURALCOMPONENTSOFTHEBUILDINGDESIGNEDANDSUPPLIEDBYKIRBYBUILDINGSYSTEMS, IF ERECTED AS INDICATED.- NOTE THAT KIRBY'S ENGINEER ISNOTACTINGASTHEENGINEEROFRECORDFORTHISCONSTRUCTIONPROJECT, R(y PLEASE CONTACT OUR DUALITYI11 6 SERVICE DEPARTMENT AT Bu' 662-324-8700 WITH ANY s,,11i QUESTIONS OR ISSUES. raro aw co,aha-e SE77ER XLUTI8CLa- BETFER SUOLGINGG. KIRBY BUILDING SYSTEMS 0 101 AIRPORT ROAD o STARKVILLE, MS 39759TITLE: BACK SIDEWALL DRN.BY, BUILDER: MCKEE CONSTRUCTION DATE: CUSTOMER: SKY POWER SPORTS CKD.BY: LOCATION: RAI.IFnon r. WEB OF FRAME BRACE ROD BRACER, FLAT WASHER, AND NUT AF0011 - BRACE ROD TO FRAME ATTACHMENT PURLIN 4))4"x I Y" GCW21 CLIP A325 BOLTS 1/1"or12"PURLINS GCW29 CLIP w/ 9X" PURLINS 2) Yz" x ' A325 BO 4)X" x 1 Y" A325 BOLTS 660020 STRUT CLIP CONNECTION AT EXTERIOR RAFTERS ENDWALL RAFTER 660040 PURLIN CONNECTION TO BUILT-UP OR RIGID FRAME ENDWALL RAFTERS 2) Y2" x 1 A325 BOL TYP.) WEB OF FRAME EYEBOLT BRACER, FLAT WASHER, AND NUT AFO111 - CABLE BRACE TO FRAME ATTACHMENT PURLIN 4)X"x 1 Y" GCW08 CLIP A325 BOLTS w/ 8' or 12 PURLINS GCW09 CLIP w/ 9X" PURLINS RAFTER (4)X" x 1 A" A325 BOLTS 660021 STRUT CLIP CONNECTION AT INTERIOR RAFTERS GIRT OR PURLIN x1AV 1 i25BOLT / LREFER TO CROSS SECTION FOR FLANGE BRACE QUANTITY. DETAIL IS SYMMETRICAL ABOUT q. WHEN FLANGE BRACES ARE FLANGE BRAC - REQUIRED ON BOTH SIDES. Y^xiY^ A325 BOLT COLUMN OR RAFTER AG0011 — STANDARD FLANGE BRACE ATTACHMENT NOTE PURLIN BRACES ARE INSTALLED DIAGONALLY ALTERNATING IN POSITIONS. SEE ERECTION DETAILS FOR DIRECTION. RLIN. BRACF— IN CENTER HOLES ON 12" PURLINS 660045 STANDARD PURLIN CONNECTION TO INTERIOR RAFTERS RACE PURLIN PURLIN—,, FA07CP FASTENER TYP.) STRUT CHANNEL HC8' AK0103 PURLIN ATTACHMENT. TO STRUT PURLIN 2) FA07CP VFA PURLIN TRUEAVSTRUT( 3)FA07CP FASTENER TYP.) CAP CHANNELSTRUT TIEHC= 'HC8' AK1104 EAVE STRUT ATTACHMENT TO STRUT PURLIN PURLIN BRACE PURLIN REFER TO BE0010 FOR STANDARD PURLIN BRACE INSTALLATION PURLIN . BE0100 — STANDARD PURLIN BRACE ATTACHMENT FOR ROOF SLOPES. 1:12 cLOCATE BRACE CHANNEL AS LOSEPURLIN BRACING TO BRAC \ PURLIN BRACING CHANNEL KAC01 CLIP PURLIN STEP1 BRACE INSERT, PURLIN BRACE TABS INTO STEP 2 BEND PURLIN BRACE TABS VIEW "A" PURLIN DIAMOND HOLES AND ROTATE FLAT AGAINST PURLIN WEBBRACEUNTILTABSAREVERTICAL. TO LOCK IN PLACE PURLIN LIP A•' PURLIN O 0 00 00° O0 STANDARD PURLIN BRACE PURLN BRAC INSTALLATION 0 e00 00OO FA07CP _ FATC FA07CP FASTENER mP) FASTENERBRACE CHANNEL (Typ.) SHEETING ANGLE MAH FA07CP 1) PER END SECTION "A" RUT CAP PLATE BA0020 EAVE STRUT CONNECTION AT INTERIOR FRAMES W/ BY -FRAME SIDEWALL COLUMNS 2) FA07CP ASTENERS TYP.) BRACE CHANNEL--/ PURLIN C. CLIP REFER TO BE0010 FOR STANDARD PURLIN BRACE INSTALLATION BE0101 — PURLINBRACE ATTACHMENT WITH SPACING < V-6" AND ROOF SLOPES < 1:12 2) S tTENER 12"PUR 9 X" PUR 8"PURLI] 4)Yz"x1Y4= A325 BOLTS BRACE CHANNEL RUT CAP PLATE BA0030 STANDARD EAVE STRUT CONNECTION AT END FRAMES SHEETING ANGL MAH FA07CP EAVE STRUT1) PER END SECTION. A" P 8) X" x 2" 25 BOLT e ESC51 PLATE / ® - r-- RBR08 w/ 8" or 12" PL RBR09 w/ 9)4^ PURI CAP PLATE BA0069 — 8 BOLT EAVE STRUT CONNEC N AT INTERIORFRAMESw/.BY-FRA SID Ati'ii /LbQy NS N c ° O e•GE c 1 FASTENER RAFTER \ SAVE STRUT (4)}4"x2"A325 BOLTS- ® ° 'a" W WASHERS OVER SLOTS ` zz < BE0130' • @ RL•OF;` BE0220 PP` 0 N e°@ PURLIN. BRACE ATTACHMENT AT s e EAVE FOR ROOF SLOPES 4:12 ANTI -ROLL BRACKET ATTACHMENT s75B92 DESCRIPTION BY DATE ROY M. WHITLEY, P.E. STRUCTURAL CDR 2/j Q/1 7 PLEASE CONTACT OUR QUALITY SERVICE DEPARTMENT AT ID NUMBER. 17DO355A BUILDINGLx. 562-324-8700 WITH ANY QUESTIONS OR ISSUES. TMId®CW 0.'Cf4pAF8@' BE0120 __ KIRBY BUIL DING. SYSTEMS 0 101 AIRPORT ROAD TITLE: ERECTION DETAILS BUILDER: MCKEE CONSTRUCTION CUSTOMER: SKY POWER SPORTS LOCATION:SANFORD, FL 32771 Mbbi JOB N0: 17D0355A o STARKVILLE, MS 39759 DRN.BY: DATE: CKD.BY: DATE: DWG. NO: D1 OF 5 BRACE'CHANNELATTACHMENT S : FOR ROOF SLOPES <1:12 EETING AND TRIM FASTENERS ARE THE SAME COLORTHE 5• BOLT LENGTH MAY VARY IF NOTED ONrwHITEFIRSTPIECEOFSHEETMETALTHROUGHICHTHEFASTENERPASSES. 6" ERECTION DRAWINGS" BOLT STRENGTH ISSUE LND RIVETS ARE PROVIDED IN ALL FLUOROPOLYMER MAY VARY IF NOTED ONERECTIONDRAWINGS. S 3. LORS. BRONZE COLORED TUBE SEALANT IS 7. B. USE. }" X 1" A325 BOLTS AT ALL PURLIN LAPS. USE }"'X W A325PROVIDEDFORRKBRONZESHEETINGANDTRIMAPPLICATIONS. BOLTS AT ALL PURLINTOFRAMECONNECTIONS. TUBE SEALANT IS PROVIDED FOR ALL OTHER COLORS" TENERS FOR ALL OTHE 9' DRAWINGS ARE NOT TO SCALE. TRIM ARE REQUIRED AT ONUNLESSNOTEDOTHERWLSE. 10- WARNING:TER PENCIL LEAD AND MARKER WILL CAUSEGALV. PANELSUSETUBESEALANTATALLTRIMSPLICES. AND TRIM PIECES TO RUST. DO NOT USE THESE TO MARK ON PARTS. SHEETING ANGLE MAH FA07CP 1) PER END SECTION "A" RUT CAP PLATE BA0020 EAVE STRUT CONNECTION AT INTERIOR FRAMES W/ BY -FRAME SIDEWALL COLUMNS 2) FA07CP ASTENERS TYP.) BRACE CHANNEL--/ PURLIN C. CLIP REFER TO BE0010 FOR STANDARD PURLIN BRACE INSTALLATION BE0101 — PURLINBRACE ATTACHMENT WITH SPACING < V-6" AND ROOF SLOPES < 1:12 2) S tTENER 12"PUR 9 X" PUR 8"PURLI] 4)Yz"x1Y4= A325 BOLTS BRACE CHANNEL RUT CAP PLATE BA0030 STANDARD EAVE STRUT CONNECTION AT END FRAMES SHEETING ANGL MAH FA07CP EAVE STRUT1) PER END SECTION. A" P 8) X" x 2" 25 BOLT e ESC51 PLATE / ® - r-- RBR08 w/ 8" or 12" PL RBR09 w/ 9)4^ PURI CAP PLATE BA0069 — 8 BOLT EAVE STRUT CONNEC N AT INTERIORFRAMESw/.BY-FRA SID Ati'ii /LbQy NS N c ° O e•GE c 1 FASTENER RAFTER \ SAVE STRUT (4)}4"x2"A325 BOLTS- ® ° 'a" W WASHERS OVER SLOTS ` zz < BE0130' • @ RL•OF;` BE0220 PP` 0 N e°@ PURLIN. BRACE ATTACHMENT AT s e EAVE FOR ROOF SLOPES 4:12 ANTI -ROLL BRACKET ATTACHMENT s75B92 DESCRIPTION BY DATE ROY M. WHITLEY, P.E. STRUCTURAL CDR 2/j Q/1 7 PLEASE CONTACT OUR QUALITY SERVICE DEPARTMENT AT ID NUMBER. 17DO355A BUILDINGLx. 562-324-8700 WITH ANY QUESTIONS OR ISSUES. TMId®CW 0.'Cf4pAF8@' OFT TER 80LU7400. BETTER EUef LT MOM. KIRBY BUIL DING. SYSTEMS 0 101 AIRPORT ROAD TITLE: ERECTION DETAILS BUILDER: MCKEE CONSTRUCTION CUSTOMER: SKY POWER SPORTS LOCATION:SANFORD, FL 32771 Mbbi JOB N0: 17D0355A o STARKVILLE, MS 39759 DRN.BY: DATE: CKD.BY: DATE: DWG. NO: D1 OF 5 FILL AREA ABOVE TAPE FROI PANEL SHOULDER TO TOP OF RIB w/ BUTYL CAULK PANEL CLIP THERMAL BLOCK— ROOF PANEL IEL RIB OMITTED FOR CLARITY PURLIN FA12 10) PER PANEL ROOF PANEL Y6" x 2y2" TRIPLE BEAD TAPE SEAL 7/_ BACKUP PLATE SBP01' EAVE STRUT WALL PANEL TUBE SEALANT GUTTER SPLICE ASSEMBLY NOTES: 1. FIELD TRIM BOTH FLANGES OF INSIDE GUTTER SECTION AS SHOWN. 2. APPLY& BEAD OF SEALANT A" FROM OUTER EDGE ON OUTER SECTION. 3. PLACE GUTTER SECTIONS. TOGETHERWITH1" LAP. - 4. SECURE GUTTER SECTIONS TOGETHER ED8013 WITH POP RIVETS. SS360 HIGH SYSTEM' " w/ GUTTER AND SHEETED. WALL FOR ROOF SLOPES < 2:12 GUTTER STRAP'GTS03'- AT EACH RIB w/ (2) FA03 POP RIVET, Ae x %" TAPE SEAL UNDER. PAI w/'h2^ X 1%"X 4" TAPE SEAL AT EACH MINOR RIB EAVE GUTTER FA12 (10) PER PANEL TO EAVE PLATE '& INSIDE KAC01 CLIP METAL CLOSURE A -8 -0 -2 -5 -CONNECT M." x X" TAPE SEALANT OVER CLOSURE i O CLH 3" INSIDE METAL w SS360 ENDLAP DETAIL c0 uwj TO CLH CLOSURE(MEC01) GUTTER STRAP'GTS03' w/ (2) FA07CPFASTENERS AT EACH RIB w/ (2) FA03 X"' x %" x 6" TAPE SEALANT BETWEEN PANEL RIBS POP RIVET -, Aa' x %' TAPE SEALANT UNDER STRAP U m A325 BOLTS r ROOF PANEL X-" x %" TAPE SEAL UNDER PANEL w/ WASHERS w/%" X 1%"X 4"?APE: SEALANT O O .OVER CLIP SLOTS - AT EACH MINOR RIB- GIRT _ PIECE. OF SHEET METAL THROUGHWHICHTHEFASTENERPASSES. INSULATION I (BY OTHERS) FA03 O 6" O/C). CLOSURE TRIM SAVE GUTTER CLH' - THERMAL BLOCK ' GED' EAVE PLATE w/FD26CP(1'-0'O/C) STITCH FASTENER A" MEMBER FASTENER 1'-0" O/C.. 1'-0" O/C) EAVE STRUT WALL PANEL TUBE SEALANT GUTTER SPLICE ASSEMBLY NOTES: 1. FIELD TRIM BOTH FLANGES OF INSIDE GUTTER SECTION AS SHOWN. 2. APPLY& BEAD OF SEALANT A" FROM OUTER EDGE ON OUTER SECTION. 3. PLACE GUTTER SECTIONS. TOGETHERWITH1" LAP. - 4. SECURE GUTTER SECTIONS TOGETHER ED8013 WITH POP RIVETS. SS360 HIGH SYSTEM' " w/ GUTTER AND SHEETED. WALL FOR ROOF SLOPES < 2:12 GUTTER STRAP'GTS03'- AT EACH RIB w/ (2) FA03 POP RIVET, Ae x %" TAPE SEAL UNDER. PAI w/'h2^ X 1%"X 4" TAPE SEAL AT EACH MINOR RIB EAVE GUTTER 2)y"x 1A" A325 BOLTS KAC01 CLIP TYP.) A -8 -0 -2 -5 -CONNECT 1s" x %" TAPE SEALANT E S a KAC01 CLIP GIRTS TO i O CLH CLIP WITH THESE w SS360 ENDLAP DETAIL c0 uwj HOLES w/ 9Y22" GIRTS COLUMN. az 55. INSIDE METAL a KAC01 CLIP 2)j'z" x 1 YV 2) z" x Z' U m A325 BOLTS A325 BOLTS 1: w/ WASHERS 5" O O .OVER CLIP SLOTS - GIRT _ EAVE STRUT WALL PANEL TUBE SEALANT GUTTER SPLICE ASSEMBLY NOTES: 1. FIELD TRIM BOTH FLANGES OF INSIDE GUTTER SECTION AS SHOWN. 2. APPLY& BEAD OF SEALANT A" FROM OUTER EDGE ON OUTER SECTION. 3. PLACE GUTTER SECTIONS. TOGETHERWITH1" LAP. - 4. SECURE GUTTER SECTIONS TOGETHER ED8013 WITH POP RIVETS. SS360 HIGH SYSTEM' " w/ GUTTER AND SHEETED. WALL FOR ROOF SLOPES < 2:12 GUTTER STRAP'GTS03'- AT EACH RIB w/ (2) FA03 POP RIVET, Ae x %" TAPE SEAL UNDER. PAI w/'h2^ X 1%"X 4" TAPE SEAL AT EACH MINOR RIB EAVE GUTTER IT' _ JCLOSURETRIM CLH` - FASTENER BY OTHERS) STITCH FASTENER A" 1'-0" O/C) 1" e" COVER TRIM'MRTJ FASTENER - BY OTHERS) TUBE SEALANT MASONRY WALL OR— GUTTER SPLICE ASSEMBLY CONSTRUCTIONOTHERS BY NOTES: 1. FIELD TRIM BOTH FLANGES OF INSIDE GUTTER SECTION AS SHOWN. _ 2.. APPLY& BEAD OF SEALANT Y.' FROM OUTER EDGE ON OUTER SECTION. 3. PLACE GUTTER SECTIONS TOGETHER WITH 1" LAP. 4. SECURE GUTTER SECTIONS TOGETHER IMT. ono FA12 (10) PER PANEL SAVE PLATE & INSIDE KAC01 CLIP METAL CLOSURE 3 " 1s" x %" TAPE SEALANT BY -FRAME GIRT CONNECTION TO - I" SHAPE ENDWALL COLUMN OVER CLOSURE i O CLH TO A." x 31 TAPE SEALANT UNDER STRAP 2)Y" x 1 X. Aie" x w x 6" TAPE SEALANT - BETWEEN PANEL RIBS A325BOLTS INSIDE METAL RIGID FRAME CORNER COLUMN BY KAC01 CLIP w/ (2) FA07 P FASTENERS l- ROOF IT' _ JCLOSURETRIM CLH` - FASTENER BY OTHERS) STITCH FASTENER A" 1'-0" O/C) 1" e" COVER TRIM'MRTJ FASTENER - BY OTHERS) TUBE SEALANT MASONRY WALL OR— GUTTER SPLICE ASSEMBLY CONSTRUCTIONOTHERS BY NOTES: 1. FIELD TRIM BOTH FLANGES OF INSIDE GUTTER SECTION AS SHOWN. _ 2.. APPLY& BEAD OF SEALANT Y.' FROM OUTER EDGE ON OUTER SECTION. 3. PLACE GUTTER SECTIONS TOGETHER WITH 1" LAP. 4. SECURE GUTTER SECTIONS TOGETHER IMT. ono ID NUMBER: 17DO355A L INSULATION BY OTHERS) EAVE PLATE w/ FD26CP (1'-0" O/C) EAVE STRUT ED8033 SS360 HIGH SYSTEM W1 GUTTER OPEN WALL FOR MASONRY WALL OR CONSTRUCTION BY OTHERS FOR ROOF SLOPES < 2:12 6® > I NS" m v t40 O 175892 BY DATE ROY M. WHITLEY, P.E. PLEASE: CONTACT. OUR QUALITY CDR 2/1 B/1 7 SERVICE DEPARTMENT AT Bu 662-324-8700 WITH ANY QUESTIONS OR ISSUES. GIRTp COLUMN KAC01 CLIP w STARKVILLE, MS 39759 DRN.BY: DATE: CKD.BY: DATE: DWG.NO: D2 OF 5 SHAPE VARIES) BY -FRAME GIRT CONNECTION TO - I" SHAPE ENDWALL COLUMN O • '• p 2)Y" x 1 X. O• -•B SHOP WELDED A325BOLTS O RIGID FRAME CORNER COLUMN BY KAC01 CLIPQ° w/ -FRAME SIDEWALL GIRTS 1: CONNECT 5" GIRTS TO PIECE. OF SHEET METAL THROUGHWHICHTHEFASTENERPASSES. CLIP WITH THESE 2)2" x 1 A"o 0 O HOLES w/ 9)z' GIRTS A325 BOLTS 0 0 S STRUCTURAL 3. w/ WASHERS OVER . CLIP SLOTS0 O O e e ; O° GIRT SA014A O w/(2)FA07CP SIDEWALL 4. TUBE SEALANT IS PROVIDED FOR ALL OTHER COLORS. FASTENERS FOR ALL FASTENERS DRAWINGS ARE NOT TO SCALE. TRIM ARE REQUIRED AT 1"0" ONCENTERUNLESSNOTEDOTHERWISE. TUBE 1'_4" WARNING: PENCIL LEAD AND MARKER WILL CAUSEGOPANELS 2%"x 1 A.- A325 USE -SEALANT ATALLTRIMSPLICES. A325BOLTS ID NUMBER: 17DO355A L INSULATION BY OTHERS) EAVE PLATE w/ FD26CP (1'-0" O/C) EAVE STRUT ED8033 SS360 HIGH SYSTEM W1 GUTTER OPEN WALL FOR MASONRY WALL OR CONSTRUCTION BY OTHERS FOR ROOF SLOPES < 2:12 6® > I NS" m v t40 O 175892 BY DATE ROY M. WHITLEY, P.E. PLEASE: CONTACT. OUR QUALITY CDR 2/1 B/1 7 SERVICE DEPARTMENT AT Bu 662-324-8700 WITH ANY QUESTIONS OR ISSUES. nsc®ow «ylsT CC0012 KIRBY BUILDING SYSTEMS. 0 1.01 AIRPORT ROAD o TITLE: ERECTION DETAILS BUILDER= MCKEE CONSTRUCTION CUSTOMER: SKY POWER SPORTS LOCATION:SANFORD, FL 32771 MBS JOB NO: 17D0355A STARKVILLE, MS 39759 DRN.BY: DATE: CKD.BY: DATE: DWG.NO: D2 OF 5 BY -FRAME GIRT CONNECTION TO - I" SHAPE ENDWALL COLUMN CFO041 W/ LOOSE CUPS _ .. T RIGID FRAME CORNER COLUMN BYw/ -FRAME SIDEWALL GIRTS 1: SHEETING AND TRIM FASTENERS ARE THE SAME COLORASTHEFIRST 5" BOLT LENGTH MAY VARY IF NOTED ON PIECE. OF SHEET METAL THROUGHWHICHTHEFASTENERPASSES. 6. ERECTION DRAWINGS. BOLT STRENGTH MAY ISSUE DESCRIPTION 2. BLIND RIVETS ARE PROVIDED IN ALL FLUOROPOLYMERCOLORS. VARY IF NOTED ONERECTIONDRAWINGS. S STRUCTURAL 3. BRONZE COLORED TUBE SEALANT IS PROVIDED 7. B- USE f- X 1#".A325 BOLTS AT ALL PURL IN LAPS. USE }" X 1+' A325 BOLTSFORDARKBRONZESHEETINGANDTRIMAPPLICATIONS. WHITE AT ALL, PURLINTOFRAMECONNECTIONS. 4. TUBE SEALANT IS PROVIDED FOR ALL OTHER COLORS. FASTENERS FOR ALL 9" DRAWINGS ARE NOT TO SCALE. TRIM ARE REQUIRED AT 1"0" ONCENTERUNLESSNOTEDOTHERWISE. TUBE 10 WARNING: PENCIL LEAD AND MARKER WILL CAUSEGOPANELSUSE -SEALANT ATALLTRIMSPLICES. ANDTRIM PIECES TO RUST. DO NOT USE THESE TO MARK ON PARTS. ID NUMBER: 17DO355A L INSULATION BY OTHERS) EAVE PLATE w/ FD26CP (1'-0" O/C) EAVE STRUT ED8033 SS360 HIGH SYSTEM W1 GUTTER OPEN WALL FOR MASONRY WALL OR CONSTRUCTION BY OTHERS FOR ROOF SLOPES < 2:12 6® > I NS" m v t40 O 175892 BY DATE ROY M. WHITLEY, P.E. PLEASE: CONTACT. OUR QUALITY CDR 2/1 B/1 7 SERVICE DEPARTMENT AT Bu 662-324-8700 WITH ANY QUESTIONS OR ISSUES. nsc®ow «ylsT BETTER SOLUTION& GETTER EUILDINGS. KIRBY BUILDING SYSTEMS. 0 1.01 AIRPORT ROAD o TITLE: ERECTION DETAILS BUILDER= MCKEE CONSTRUCTION CUSTOMER: SKY POWER SPORTS LOCATION:SANFORD, FL 32771 MBS JOB NO: 17D0355A STARKVILLE, MS 39759 DRN.BY: DATE: CKD.BY: DATE: DWG.NO: D2 OF 5 STEP 1 STEP 2 WRX INSTALLATION INSTRUCTIONS ROOF PANEL GUTTER STRAP FA03 FASTENE 2" O.C.) ALONG TOP Y•" BEAD OF TUBE SEALANTk0s) / ALONG TOP EXTEND RAKE FAS IA TO LAP WITH ENDO P FIELD CUT RAKE FA 1, AS SIOWN XTEND RAKE FASCIA ROY M. WHITLEY, P.E. PLEASE CONTACT OUR QUALITY SERVICE DEPARTMENT AT WITH ANY QUESTIONS OR 19 LIES. ED8601 O LAP WITH ENDCAP. FAO 7CP RAKE SLIDE ELD CUT RAKE FASCIA AS SHOWN. RAKE SUPPORT AREA TO CLOSE (HOLD 2 % UPHILL FROM ) W/ SS360 ROOF RAKE TRIM ROOF PANEL SHEETING AND TRIM FASTENERS ARE THE SAME COLORASTHEFIRSTPIECEOF POP RIVET BOLT LENGTH MAY VARY IF NOTED ONERECTION TYP) 6. DRAWINGS. BOLT STRENGTH MAY GUTTER BLIND RIVETS ARE PROVIDED IN ALL FLUOROPOLYMERCOLORS. VARY IF NOTED ONERECTIONDRAWINGS. RETURN LEG OF GUTTE BRONZECOLOREDTUBE SEALANT IS PROVIDED FORDARK 7. B. FASTENED TO PANEL - BRONZE SHEETING AND TRIM APPLICATIONS. WHITE TUBE SEE EAVE DETAIL) oiEND CAP SEALANT IS PROVIDED FOR ALL OTHER COLORS" FASTENERS FOR ALL 9. DRAWINGS ARE NOT TO SCALE. TRIM ARE REQUIRED AT 1"0" ONCENTERUNLESSNOTEDUSE EAD OF TUBE A TO SECTION THRU END NDCAP AND' PANELS AND TRIM PIECES TO RUST. DO WITH POP FA03 2" C 2" O.C. ' mP ) INSERTMODIFIED Wfi2' IN AREA TO CLOSE AND ATTACH4TRIMTOCLOSURETRIM WTRIM, WRZ TO SIZE- FORM AND POP RIVET BEND ATTACHMENT TABS CrvPJ VIEW 'A' STEP 1 STEP 2 WRX INSTALLATION INSTRUCTIONS ROOF PANEL GUTTER STRAP FA03 FASTENE 2" O.C.) ALONG TOP Y•" BEAD OF TUBE SEALANTk0s) / ALONG TOP EXTEND RAKE FAS IA TO LAP WITH ENDO P FIELD CUT RAKE FA 1, AS SIOWN E FEMALE PORTION OF PANEL RIB IF REQ -D) TAPE SEAL (CONTINUOUS) AROUND MODIFIED'WRZ 7 STEP 3 RAKE TRIM 00) POP RIVETS - DOWN SIDEIBOTTOM UPHILL RAKE TRIM Y1e" x %" TAPE SEALANT RAKE SUPPORT FD05CP (2'-0" O.C) RAK' GFr CIA / BLOCK MEMBER FASTENER BY DATE CDR 2/18/17 8 BV s 1662-324-8700 sy.7esLi0.1 ROY M. WHITLEY, P.E. PLEASE CONTACT OUR QUALITY SERVICE DEPARTMENT AT WITH ANY QUESTIONS OR 19 LIES. ED8601 EET9ER SOLUTICS8. EET6ER EJILLB97RE. FAO 7CP RAKE SLIDE GUTTER TO RAKE FASCIA CORNER DETAIL NOTES: W/ SS360 ROOF I. SHEETING AND TRIM FASTENERS ARE THE SAME COLORASTHEFIRSTPIECEOF 5• BOLT LENGTH MAY VARY IF NOTED ONERECTIONSHEETMETALTHROUGHWHICHTHEFASTENERPASSES. 6. DRAWINGS. BOLT STRENGTH MAY2. BLIND RIVETS ARE PROVIDED IN ALL FLUOROPOLYMERCOLORS. VARY IF NOTED ONERECTIONDRAWINGS. 3. BRONZECOLOREDTUBE SEALANT IS PROVIDED FORDARK 7. B. USE }" X 1+" A325 BOLTS AT ALL PURLIN LAPS. USE }" X 1}" A325 BOLTS ATBRONZESHEETINGANDTRIMAPPLICATIONS. WHITE TUBE ALL PURLINTOFRAMECONNECTIONS. 4. SEALANT IS PROVIDED FOR ALL OTHER COLORS" FASTENERS FOR ALL 9. DRAWINGS ARE NOT TO SCALE. TRIM ARE REQUIRED AT 1"0" ONCENTERUNLESSNOTEDUSE 10" WARNING: GALVPENCIL LEAD AND MARKER WILL CAUSEOTHERWISE.. TUBE SEALANT ATALLTRIMSPLICES. PANELS AND TRIM PIECES TO RUST. DO NOT USE THESE TO MARK ON PARTS. E FEMALE PORTION OF PANEL RIB IF REQ -D) TAPE SEAL (CONTINUOUS) AROUND MODIFIED'WRZ 7 STEP 3 RAKE TRIM 00) POP RIVETS - DOWN SIDEIBOTTOM UPHILL RAKE TRIM Y1e" x %" TAPE SEALANT RAKE SUPPORT FD05CP (2'-0" O.C) RAK' GFr CIA / BLOCK MEMBER FASTENER BY DATE CDR 2/18/17 8 BV s 1662-324-8700 sy.7esLi0.1 ROY M. WHITLEY, P.E. PLEASE CONTACT OUR QUALITY SERVICE DEPARTMENT AT WITH ANY QUESTIONS OR 19 LIES. EET9ER SOLUTICS8. EET6ER EJILLB97RE. FAO 7CP RAKE SLIDE AT EACH PURLIN) RS' RAKE ANGLE MAR01' STITCH FASTENER CLOSURE L-11 LAP EE8001 RAKE TRIM LAP DETAIL WALL PANEL' ENDWALL RAFTER SHAPE VARIES) EE8011 TRAPEZOIDAL PANEL RAKE DETAIL ON MODULE W/ SHEETED WALL WITH SLOPE s 2:12 No e••`: c Peo Bdff:tl2E6Gg y 75892 ROOF PANEL Issuh DESCRIPTION S STRUCTURAL BY DATE CDR 2/18/17 8 BV s 1662-324-8700 sy.7esLi0.1 ROY M. WHITLEY, P.E. PLEASE CONTACT OUR QUALITY SERVICE DEPARTMENT AT WITH ANY QUESTIONS OR 19 LIES. EET9ER SOLUTICS8. EET6ER EJILLB97RE. D NUMBER: 17D0355A KIRBY BUILDING SYSTEMS 0 101 AIRPORT ROAD 0 TITLE: ERECTION DETAILS BUILDER: MCKEE CONSTRUCTION CUSTOMER: SKY POWER SPORTS LOCATION:SANFORD, FL 32771 MBS Joe N0: 17D0355A STARKVILLE, MS 39759 DRN.BY: DATE: CKD.BY: DATE DWG. NO: D3 OF S WALL WALL EF8011 TRAPEZOIDAL ROOF HIGH/LOW DETAIL OPEN BELOW SEE PLAN PURLIN ADD 3" TO FIELD MEASUREMENT'AND CUT PANEL. BEND PANEL 3" BACK FROM CUT 90° UP. CUT _ - BENT LEG WILL ATTACH To RAKE SUPPORT. BEND LINE ROOF PANEL Sp 3 EIEI n MEASUREMEiy EF8012 TRAPEZOIDAL ROOF HIGH/LOW DETAIL OPEN BELOW - FIELD BEND ROOF PANEL NOTES: I. SHEETING AND TRIM "FASTENERS ARE THE SAME COLORASTHEFIRSTPIECEOFSHEETMETALTHROUGH S. BOLT LENGTH MAY VARY IF NOTED ON WHICH THE FASTENER PASSES" ERECTION DRAWINGS. 2° BLIND RIVETS ARE PROVIDED. IN ALL FLUOROPOLYMER 6° BOLT STRENGTH MAY VARY IF NOTED ONCOLORS. ERECTION DRAWINGS. 3: BRONZE COLORED TUBE SEALANT I5 PROVIDED FOR 7" USE }' X 1 A325 BOLTS AT ALL PURLIN LAPS. DARK BRONZE SHEETING .AND TRIM APPLICATIONS. B° USE $ X"1O" A325 BOLTS AT ALL PURLINWHITE. TUBE "SEALANT IS PROVIDED FOR ALL OTHER COLORS. TO FRAME CONNECTIONS. 4. FASTENERS. FOR ALL TRIM ARE REQUIRED AT 1"0" ON 9° DRAWINGS ARE NOT TO SCALE. CENTER UNLESS NOTED OTHERWISE. USE TUEtE SEALANT AT 10° WARNING: PENCIL LEAD AND MARKER WILL CAUSEALLTRIMSPLICES. GALV° PANELS -AND -TRI"M PIECES TO RUST. DO NOT USE THESE TO MARK ON PARTS. EI8021 SS360 ROOF TO WALL DETAIL W/ PANEL ABOVETOMASONRYORCONSTRUCTIONBYOTHERS CMBER FASTENERS 1'-0" O/C) BACKUP PLATE SBP01' _ FA07CP 1'-0" O/C) A 1ANGLE'MAR02' F © 4.ao ISSUE DESCRIPTION CLOSURE 75892 ROY M. WHITLEY, P.E. WALL PANEL ROOF TO WALL TRIM BUILDING SERVICE DEPARTMENT A7 862- 24-8700 KITH ANY FA03 (6" O.C.) HP " RAKE ANGLE BETTER SOLUTOOPM. BETTER BUXBONG1q. his" X %- TAPE SEALANT 4" MAP01' FLOATING BASE TRIM PBT STARKVILLE, MS 39759 CLOSURE - ' OUTSIDE METAL CLOSURE MEMBER FASTENER BUILDERNOTE' INSERT SFA PB_ ROOF 'SLMC3' 1'-0° O/C) 3/16"X 7/8" TAPE SEALANT TO ENSURE WEATHER RAKE ANGLE MAP01 BUILDER NOTE. INSERT SFA INTO PANEL REF. EG8001 FIELD BEVEL CUT PANEL FLOATING CLOSURE TRIM TIGHTNESS PB_ FLOATING BASE TRIM TO ENSURE WEATHER PBT_' Vis" X%" TAPESEALANT PANEL CLIPSFA' MEMBER FASTENER TIGHTNESS RAKE SUPPOR FIELD BEVEL CUT PANE o THEIR OCK FA12 (1'-0" C/C) ROOF PANEL RAKE SUPPORT FLOATING CLOSURE TRIM FA07CP INSULATION SFA' 1'-0" O/C) BY OTHERS) FA12 ( ROOF PANEL1'-0" O/C) FA12 (11) PER PANEL SHEETING ANGLE FA07CP THERMALSLOCK THERMAL TO CLOSURE BLOCK SA02' 1'-0" O/C) 3/16' 7/8" TAPE. SEALANT CLIP FASTENER INSULATION (2) PER CLIP FP RLIN) AT EACH P FD05CP SHEETING ANGLE BY OTHERS) 2'-0" O/C) SA02' AT EACH P RLIN) 11" 2'-0".O/C INSULATION PURLIN BY OTHERS) SEE PLANMASONRY OR CONSTRUCTION — S PURLIN - BY OTHERS) EF8011 TRAPEZOIDAL ROOF HIGH/LOW DETAIL OPEN BELOW SEE PLAN PURLIN ADD 3" TO FIELD MEASUREMENT'AND CUT PANEL. BEND PANEL 3" BACK FROM CUT 90° UP. CUT _ - BENT LEG WILL ATTACH To RAKE SUPPORT. BEND LINE ROOF PANEL Sp 3 EIEI n MEASUREMEiy EF8012 TRAPEZOIDAL ROOF HIGH/LOW DETAIL OPEN BELOW - FIELD BEND ROOF PANEL NOTES: I. SHEETING AND TRIM "FASTENERS ARE THE SAME COLORASTHEFIRSTPIECEOFSHEETMETALTHROUGH S. BOLT LENGTH MAY VARY IF NOTED ON WHICH THE FASTENER PASSES" ERECTION DRAWINGS. 2° BLIND RIVETS ARE PROVIDED. IN ALL FLUOROPOLYMER 6° BOLT STRENGTH MAY VARY IF NOTED ONCOLORS. ERECTION DRAWINGS. 3: BRONZE COLORED TUBE SEALANT I5 PROVIDED FOR 7" USE }' X 1 A325 BOLTS AT ALL PURLIN LAPS. DARK BRONZE SHEETING .AND TRIM APPLICATIONS. B° USE $ X"1O" A325 BOLTS AT ALL PURLINWHITE. TUBE "SEALANT IS PROVIDED FOR ALL OTHER COLORS. TO FRAME CONNECTIONS. 4. FASTENERS. FOR ALL TRIM ARE REQUIRED AT 1"0" ON 9° DRAWINGS ARE NOT TO SCALE. CENTER UNLESS NOTED OTHERWISE. USE TUEtE SEALANT AT 10° WARNING: PENCIL LEAD AND MARKER WILL CAUSEALLTRIMSPLICES. GALV° PANELS -AND -TRI"M PIECES TO RUST. DO NOT USE THESE TO MARK ON PARTS. EI8021 SS360 ROOF TO WALL DETAIL W/ PANEL ABOVETOMASONRYORCONSTRUCTIONBYOTHERS CMBER FASTENERS 1'-0" O/C) BACKUP PLATE SBP01' _ FA07CP 1'-0" O/C) A 1ANGLE'MAR02' F © 4.ao ISSUE DESCRIPTION BY DATE 75892 ROY M. WHITLEY, P.E. S STRUCTURAL CDR 2,118/17 KIRBY PLEASE CONTACT OUR QUALITY BUILDING SERVICE DEPARTMENT A7 862- 24-8700 KITH ANY QUESTIONS OR ISSUES, AMYCCWOff,@e9Bai@hT BETTER SOLUTOOPM. BETTER BUXBONG1q. KIRBY`BUILDINGSYSTEMS o 101 AIRPORT ROAD o TITLE: ERECTION DETAILS STARKVILLE, MS 39759 BUILDER: MCKEE CONSTRUCTION DRN.BY: CUSTOMER: SKY POWER SPORTS DATE: D NUMBER:17DO355A LOCATION: SANFORD, FL 32771 CKD- MBS JOB N0:DATE 17D0355A 13 STITCH FASTENER STITCH FAS- TYP) eFSE940 NT GA0030 1 YPICA_ L -AP GUTTER POP RIVET TYP.) CAULK JOINT —,'WF1ELD BEND BOTTOM OF GUTTER DOWN INTO DOWNSPOUT BOTTOM OFDOWNSPOUT GUTTERD BEVEL CUT TO MATCH OTTOM OF GUTTER) BOTTOM OF GUTTER MARK OUTLETLOCATION CUT USING DOWNSPOUT TO SIZE.' MARK DIAGONAL LINES UNES AND BEND TABS DOWN. GA0081 DOWNSPOUT CONNECTION TO GUTTER STRAP ATTACHMENT AT KW KRP OR GCP PANELSLS EAVE GUTTER - SEE GA0081 FOR DOWNSPOUT ATTACHMENT TO GUTTER DOWNSPOUT DOWNSPOUT SPUCE W/ (3) POP RIVETS DOWNSPOUT - DOWNSPOUT ELBOW 4STRUCT OTHERS) DBA01 STITCH FASTENER — C A.' ATTACHMENT (CENTER ON DBA01) BY OTHERS) GA1082 DOWNSPOUT STRAP ATTACHMENT AT CONSTRUCTIONBYOTHERS) ROOF PANEL STRUT WALL PANEL CONFIGURATION VARIES) 1 — DOWNSPOUT STRAP 'DPA01' REF. GA0082 FOR ATTACHMENT TO WALL) FIELD BEND STRAP AROUND DOWNSPOUTANDATTACHw/ (2) pop RIVETS I STRAP ATTACHMENT AT KR OR GHR PANELS I GA0085 . GAOO82 662-32SERVICE DEPARTMENT AT662-324-'a WITH ANY STANDARD DOWNSPOUT LAYOUT QUESTIONS OR ISSUES. SI NLdCOW CQrP.f o-'1Fiy OATTER SOLUTIONS. SETTER 09LO12GS. WITH FULL HEIGHT WALL PANEL STANDARD DOWNSPOUT STRAP INSTALLATION STARKVILLE, MS 39759 NOTES: BUILDER: MCKEE CONSTRUCTION DRN.BY: I. SHEETING AND TRIM FASTENERS ARE THE SAME COLORASTHE.FIRST PIECE OF 5• BOLT LENGTH MAY VARY IF NOTED ONSHEETMETALTHROUGHWHICHTHEFASTENERPASSES. 2. ERECTION DRAWINGS. 6• BOLT STRENGTH DATE, BLIND RIVETS ARE PROVIDED IN ALL FLUOROPOLYMERCOLORS. MAY VARY_IF ERECTION. DRAWINGS.. NOTED ON 3" BRONZE COLORED TUBE SEALANT IS PROVIDED FORDARKBRONZE 7' USE }" X 1#" A325 BOLTSBUSE } X 1 A325 BOLTS AT ALL PURLIN LAPS. SHEETINGANDTRIM APPLICATIONS. WHITE TUBE SEALANT TO NNOTITOSSCALE. AT ALL PURLIN IS PROVIDED FOR ALL OTHER COLORS. 4. FASTENERS FOR ALL TRIM .ARE REQUIRED 9 DRAWINGS AREAME 10 WARNINGAT1"0" ON - CENTER UNLESS NOTED OTHERWISE. USE TUBE SEALANT qTALLTRIMSPLICES. PENCIL LEAD AND MARKER WILL CAUSEGALV. PANELS AND TRIM PIECESDONOTUSETHESETOMARK TO RUST. ON PARTS. AEMBER FASTENER 1'-0" O.C. AT EAVESTRUT MEMBER FASTENER 1'-0" O.C. AT EACH GIRT STITCH FASTENER AT EACH GIRT AND BETWEEN EACH GIRT SPACING NOT TO EXCEED 2'-6" O.C. tMBER FASTENER 6) PER PANEL ONE EACH SIDE OF MAJOR RIBS GENERAL NOTES: 1. BLOCK GIRTSTO"LEVEL" POSITION BEFORE STARTING PANEL ERECTION. MAINTAIN BLOCKING UNTIL MEMBER FASTENERS ARE INSTALLED. 2. MEASURE. AND MARK 36" O.C. BEGINNING AT THE STEEL LINE(UNLESS NOTEDONTHEERECTIONDRAWINGS). USE THESE MARKS TO INSURE PANEL COVERAGEISMAINTAINEDDURINGINSTALLATION3. ALIGN AND PLUMB FIRST WALL PANEL. 4. REFER TO DRAWING 'Cl- FOR MEMBER AND STITCH FASTENER REQUIREMENTS. 5. TO PREVENT "OIL -CANNING', ALL PANEL FASTENING SHOULD START FROMBASEANDSECUREDTOEACHGIRTTOWARDEAVE. - GA0201 ' TYPICAL KIRBYRIB: WALL INSTALLATION WALL PANEL MEMBER FASTENER 1'-0" O.C.) CLOSURE GIRT CHANNEL GB0160 WALL PANEL BASE DETAIL AT WALL OPENING ISSUE DESCRIPTION BY DATE S STRUCTURAL jCDR 2/1871 ID NUMBER: 17D0355A MEMBER FASTENER AT EACH SUPPORT, STITCH FASTENERS MAX 2'-0" O/C BETWEEN SUPPORTS KR WALL NOTE: OMIT "U" PIECE WHEN FINISHING AT HIGH RIB FIELD CUT ALTERNATE FINISH DETAILEL SUPPORT MEMBER, MEMBER FASTENER AT EACH SUPPORT) KR WALL -/ PANEL JAMB TRIM FIELD CUT JTR' -PANEL GCO271 KIRBY RIB PANEL INSIDE CORNER TRANSITION CORNER TRIM OCA' GCO210 KIRBY RIB PANEL OUTSIDE CORNER DETAIL OR B89182181"', WALL PANEL MtMBER FASTENER AT EACH SUPPORT, STITCH FASTENERS MAX 2'-0" O/C BETWEEN SUPPORTS ROY M. WHITLEY, P.E. KIRBY PLEASE CONTACT OUR QUALITY BUILDING 662-32SERVICE DEPARTMENT AT662-324-'a WITH ANY sysmm QUESTIONS OR ISSUES. SI NLdCOW CQrP.f o-'1Fiy OATTER SOLUTIONS. SETTER 09LO12GS. KIRBY BUILDING SYSTEMS o 101 AIRPORT ROAD o TITLE: STARKVILLE, MS 39759 ERECTION DETAILS BUILDER: MCKEE CONSTRUCTION DRN.BY: CUSTOMER: SKY POWER SPORTS DATE: LOCATION: SANFORD, FL 32771 CKD.BY: JOB N0: 1700355A DATE, a PERMIT # REPORT OF GEOTECHNICAL STUDY SKY' POWER SPORTS 3710 West 15` Street Sanford, Florida BET Project No. G17099 August 24, 2017 Prepared For: Mr. Bobby Von Herbulis McKee Design, LLC 790 Monroe Road Sanford, Florida 32771 Prepared By: Bechtol Engineering and Testing, Inc. 605 West New York Avenue DeLand, Florida 32720 August 24, 2017 BET Project No. G17099 TO: Mr. Bobby Von Herbulis McKee Design, LLC 790 Monroe Road Sanford, Florida 32771 RE: Geotechnical Study Sky Power Sports 3710 West 15t Street Sanford, Florida Dear Mr. Von Herbulis: As requested, Bechtol Engineering and Testing, Inc. (BET) has completed a Geotechnical Study at the above referenced site. The purpose of BET's study was to evaluate physical and strength characteristics of subsurface materials encountered by'test borings, and based on these characteristics, to render opinions as to the overall site subsurface conditions and the material's potential reaction to proposed construction activities. The following report summarizes BET's findings.and evaluations, and provides appropriate earthwork, foundation and pavement section related recommendations. BET appreciates the opportunity to provide our services on this project, and trusts this report is complete and sufficient for your needs regarding the required Geotechnical Engineering services. If you should have any questions regarding the contents of this report, or if you should require any additional information, please do not hesitate to call. Respectfully, Bechtol Engineering and Testing, Inc. Certificate of Authorization No. 00005492 Pad 0 44 iO Love B. Patel` Cir,•" CNsFjs Project Engineer Z ,•' ':;Q.rr . s. . 38638 ' Digitally signed by Thomas R Thomas R Bechtol°Bechtol Date: 2017.08.25 11:52:29 -04'00' 7ti : Z Thomas Bechtol, P.E. O ; BYATE'OFy President / Principal Engineer fr1J.,-/ Florida License No. 38538 NA . ON\, This item has been electronically signed and sealed by Thomas R. Bechtol, The offlclal recorda thi3'r8port ($ P.E. on the time and date stamp shown using digital signature. Printed Vie electronic file' signed ahiJiSealed" copies of this document are not considered signed and sealed, and the under Rule 61G 15-'.23.003, F'.A.c. signature must be verified on any electronic copies. G17099 Geotechnical Study Report.wpd CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS 605 West. NewYork.Avenue, Suite A • DeLand,.FL 32720-5243 •Telephone (386).734-8444 FAX (386) 734-8541 Geotechnical Study - Sky Power Sports, 3710 West 1" Street, Sanford, Florida BET Project No. G17099 G17099 Geotechnical Study Report.wpd TABLE OF CONTENTS 1.0 INTRODUCTION..................................................... 1 1.1 Purpose of Study.................................................1 1.2 Intended Use / Limitations .......................................... 1 2.0 SITE AND VICINITY CHARACTERISTICS ................................. 2 2.1 Site Location ............................:....................... 2 2.2 Regional Geology ................................................ 2 2.3 Site Physical Characteristics .................................... 2 3.0 PROPOSED DEVELOPMENT .......................................... 3 3.1 Structures......................................................3 3.2 Pavement.......................................................3 4.0 GEOTECHNICAL FIELD STUDY ........................................ 4 4.1 Subsurface Soil Borings ............................................ 4 4.2 Presentation of Boring Locations and Subsurface Findings .................. 4 5.0 ENCOUNTERED SUBSURFACE CONDITIONS ............................ 5 5.1 Soil Conditions.. ......... * * ' ' ' * ' ' " * ......... 5 5.2 Groundwater Conditions ........................................... 5 6.0 GEOTECHNICAL EVALUATIONS AND RECOMMENDATIONS ................. 6 6.1 Site Sinkhole Potential.......... ................................... 6 6.2 Suitability of Encountered Soils ...................................... 6 6.3 Earthwork Recommendations ....................................... 6 6.4 Foundation Recommendations ...................................... 6 6.5 Pavement Section Recommendations ................................. 7 6.6 Review of Final Design Criteria ...................................... 7 LIST OF APPENDICES APPENDIX A - BORING LOCATION PLAN, SOIL PROFILES, SOIL LEGEND APPENDIX B - GENERAL EARTHWORK RECOMMENDATIONS APPENDIX C - PAVEMENT SECTION RECOMMENDATIONS Geotechnical Study - Sky Power Sports, 3710 West 1" Street, Sanford, Florida BET Project No. G17099 G17099 Geotechnical Study Reportmpd 1.0 INTRODUCTION 1.1 Purpose of Study Bechtol Engineering and Testing, Inc. (BET) has completed a Geotechnical Study relative to the proposed design and construction of a new single -story office building and associated parking facilities at 3710 West 1" Street, Sanford, Florida. The purpose of BET's study was to evaluate physical and strength characteristics of subsurface materials encountered by test borings within the area of proposed construction, and based on these characteristics, to render opinions as to the overall site subsurface conditions and the material's potential reaction to proposed construction activities. The following report summarizes BET's findings and evaluations, and provides appropriate earthwork, foundation and pavement section related recommendations. 1.2 Intended Use / Limitations This report is prepared solely for the use of BET's client and their various design professionals as an aid in project design and preparation of project plans and documents. Evaluations and recommendations presented herein are based on limited subsurface data derived from test borings and on the proposed developmental scheme represented on the Site Plan and Grading Plan provided by McKee Design, LLC. Subsurface conditions not disclosed by the borings performed may occur, and could influence construction of proposed improvements. Changes in the developmental scheme may alter the applicability of the evaluations and recommendations presented herein. Geotechnical Study - Sky Power Sports, 3710 West 1" Street, Sanford, Florida BET Project No. G17099 G17099 Geotechnical Study Reportmpd 2.0 SITE AND VICINITY CHARACTERISTICS 2.1 Site Location The project site is situated in the northwestern quadrant of West 15' Street (State Road 46) and North White Cedar Road, about 1.4 miles east of Interstate 4, in Sanford, Seminole County, Florida. The property is located in Section 28, Township 19 South, Range 30 East, and is centered near Latitude 28° 48' 45.6", Longitude -81 ° 18' 54.3". 2.2 Regional Geology The project site lies in north -central Seminole County in a region characterized by moderate sand ridges and flatwoods, interspersed with marshlands, drainageways and some closed depressions and lakes. Elevations throughout the region generally range from +5' to +50' NGVD. Groundwater levels throughout most of the region are within 10 feet of ground surface, and in some depressional areas, groundwater levels are near or above ground surface. Sediments of Pleistocene and Recent Age, consisting mostly of sand and some clay blanket the region. Underlying deposits are of Miocene or Pliocene Age, consisting mostly of clay with some shell, and some limestone and phosphate at depth. In the immediate site vicinity these deposits extend to an estimated elevation of about -70' NGVD, and are underlaid by Ocala Group and/or Avon Park Limestone formations associated with the Floridan Aquifer. Potentiometric surface level of water in the Floridan Aquifer in the immediate site vicinity is estimated to be on the order of +20' NGVD. The project site does not lie in an area of significant Karst Topography. The general geology and groundwater conditions suggest that potential for sinkhole development in the immediate site vicinity is probably relatively low. 2.3 Site Physical Characteristics The project site consists of a rectangular shaped parcel of about 3.26 acres, bounded by commercial properties to the west, residential properties to the north, North White Cedar Road to the east and West 1s' Street (State Road 46) to the south. At the time of BET's field study on August 18, 2017, the property was open with vegetation consisting of a few scattered oak trees, drainage easements, and associated landscaping along the northern, eastern, and southern fringes of the property. In reference to topographic data shown on the Demo and Erosion plan prepared by McKee Design, LLC. and the Boundary Survey prepared by Scott's Surveying Services, Inc., existing site elevations appear to mostly be in the range of 24' to 27' North American Vertical Datum of 1988 (NAVD). Geotechnical Study - Sky Power Sports, 3710 West 1" Street, Sanford, Florida BET Project No. G17099 G17099 Geotechnical Study Report.wpd 3.0 PROPOSED DEVELOPMENT 3.1 Structures As interpreted from the Site Plan prepared by McKee Design, LLC., the proposed building consists of a single -story structure, having a total area of 31,000 square feet (SF). Proposed finish floor elevation, as shown on the Site Plan prepared by McKee Design, LLC., is 28.5' (NAVD88) Foundations are anticipated to consist of conventional strip wall footings and spread column footings with floated slab on grade, or monolithic slab foundation. Design structural loads were not known at the time of this report. , 3.2 Pavement Proposed development would include construction of new parking and drive aisles to the north and west of the new building. Anticipated pavement section consists of asphaltic concrete surface course over limerock or crushed concrete base and stabilized subgrade, or Portland Cement concrete over stabilized subgrade. Finish pavement grades were not noted, but are is anticipated to be at or slightly above the existing site grades. Design vehicle loadings and frequencies were not known at the time of this report, but traffic is anticipated to consist mostly of light-duty cars, pick-up trucks and vans, and occasional heavy-duty delivery, garbage and fire trucks. Geotechnical Study - Sky Power Sports, 3710 West 1" Street, Sanford, Florida BET Project No. G17099 G17099 Geotechnical Study Report.wpd 4.0 GEOTECHNICAL FIELD STUDY 4.1 Subsurface Soil Borings BET's field study, completed on August 18, 2017, consisted of advancing three (3) Standard Penetration Test (SPT) borings (ASTM D-1586) within the proposed building area, each to depth of 25 feet, and four (4) auger borings within the proposed parking and drive areas, each to depth of 8 feet below existing ground surface. 4.2 Presentation of Boring Locations and Subsurface Findings Graphic presentation of the subsurface findings are presented in Appendix A of this report. Approximate locations of the borings are shown on the Boring Location Plan presented on Sheet Al. Encountered subsurface conditions are presented in the form of Soil Profiles, along with corresponding Soil and Symbol Legend, on Sheets Al and A2. 4- i IE Geotechnical Study - Sky Power Sports, 3710 West 1" Street, Sanford, Florida BET -Project No. G.17099 G17099 Geotechnical Study Reportmpd 5.0 ENCOUNTERED SUBSURFACE CONDITIONS - fa 5.1. Soi[Conditions In general, the borings encountered 4.0 to 60 feet of surficial fill deposits comprised of very loose to dense dark brown and :brown slightly silty fine sands (Stratum 1), underlaid by medium dense to very dense light brown to brown fine sands. (Stratum 2) to depths ranging from 7.5 to 8.0 feet Q below, ground surface. Underlying soils consisted of 3.5 to 4.5 feet of loose to medium dense slightly clayey to clayey fine sands (Stratum 3) and veryJoose to loose slightly clayey to clayey fine ith some sandy clay (Sratum to hs from 21.5 to 22.0 feet ound surface,.Underlying soils t thetbori g term nation depths consisted- of slightly sandy clays and/or light gray fine sands (Strata 5 and 6). For a more in;- depth soil stratification, please refer to the -soil profiles presented on Sheets Al and A2 in Appendix A. 5.2 Groundwater Conditions Groundwater was encountered at depths ranging from 2.5 to 3,O feet below the ground surface existing at the time of drilling. In reference. to approximate ground surface elevations at the boring . locations,' -the corresponding groundwater elevations appeared to be in the range of 23.3' to 25.3' NAVD. BET notes that groundwater levels are subject to variation due to seasonal climate changes and man induced influences. During wet seasons, groundwater levels,in.the proposed building and parking areas maytemporarily rise to within 30 inches of the ground surface existing at the time of drilling. 5- i Geotechnical Study - Sky Power Sports, 3710 West I" Street, Sanford, Florida BET Project No. G17099 G17099 Geotechnical Study Reportmpd. 6.0 GEOTECHNICAL EVALUATIONS AND RECOMMENDATIONS 6.1 Site Sinkhole Potential The project site does not lie in an area of significant Karst topography, and the general geologyand groundwater conditions suggest that the potential for sinkhole development in the -project site vicinity is probably very low. Deeper seated test borings necessary for evaluation of sinkhole potential were not authorized as part of this study. `Therefore, evaluation of sinkhole potential at the subject site is beyond the scope of this report. 6.2 Suitability of Encountered Soils Although not encountered by the borings performed, some surficial topsoils containing appreciable quantities of organic matter may exist in some areas. If encountered, surficial organic topsoils should be considered unsuitable as subgrade and should.be removed from building and pavement areas during standard clearing and grubbing operations. Generally, the subgrade is comprised of granular materials which should be suitable for use as foundation and pavement section subgrade and as structural fill, pending adequate degrees of compaction. 6.3 Earthwork Recommendations Suitable support of proposed building and pavement sections would be dependent on several earthwork considerations including: 1. Clearing of surface vegetation. 2. 'Stripping of surface organics, debris or other deleterious materials. 3. Compaction of subgrade and fill soils. General Earthwork Recommendations are presented in Appendix B. 6.4 Foundation Recommendations The recommended foundation system for the proposed building is either conventional shallow continuous strip wall footings and spread column footings, with interior slab on grade or conventionalmonolithicslab foundation. Foundations should be proportioned for maximum soil contact bearing pressure of 2,000 pounds per square foot (psf), to include all dead and live loads. Base of strip footings should be a minimum of 16 inches in width. Minimum size of spread column footings,should be 36 inches by 36 inches. Base of conventional footings should be embedded a minimum of 20 inches below lowestadjacent exterior grade. Base ofthickened, load bearing monolithic slab sections should be,a minimum of 16 inches in width and should be embedded a minimum of 12 inches below lowest adjacent exterior grade. Actual foundation dimensions and reinforcing should be determined by a licensed structural engineer, based on design loads and,the above recommended allowable soil bearing pressure. Suitability of the recommended foundation systems is dependent on adequate completion of the recommended earthwork activities outlined in Appendix B. F_ _ A . ._. M ... .... i Geotechnical Study - Sky Power Sports, 3710 West 1" Street, Sanford, Florida . BET Project No. G17099 G17099 Geotechnical Study Reportmpd 6.5 Pavement Section Recommendations Provided -the earthwork recommendations outlined in Appendix B are suitably carried out in the field, adequate pavement sections may be achieved with either asphaltic concrete,surface course over limerock or crushed concrete base and stabilized subbase; or Portland Cement concrete pavement over stabilized subgrade. Pavement Section Recommendations are presented in Appendix C. 6.6 Review of Final Design Criteria The evaluations and recommendations presented in this report are based partly on assumed design criteria. Final design criteria, including foundation plans, grading plans, and structural loading conditions, should be reviewed by BET in order that they may evaluate the applicability of F their recommendations, and provide revised or additional recommendations as maybe warranted t N I ' BORING LOCATION PLAN SCALE: 1"=200' i 4 w SOIL PROFILES VERTICAL -SCALE: 1'.'.=5" ` TB -1 30 N 5 12 25, 1 S 28 34 :' A TB -2 N 3 10 O1,6 27 BORING LOCATION PLAN SCALE: 1"=200' i 4 w SOIL PROFILES VERTICAL -SCALE: 1'.'.=5" ` TB -1 30 N 5 12 25, 1 S 28 34 :' TB -2 N 3 10 O1,6 27 TB -3. N 2 19 30 a.:, 47 35 .:. MC W m Z Yamm LL o f7 0 cn 0 31 34 40 .. 29 `; .. 29 20 15 18 .. 118. 15 Z. 10 9 .. 15 . 2- N oww0 N O- SCALE (feet) LLZ 1 5 - 0 - 50 100 200 O3 i . O SOIL & SYMBOL LEGEND a w 2 2 w z O w IL MIXED DARK BROWN AND BROWN SLIGHTLY SILTY FINE S AND, [FILL] (SP -SM), VERY LOOSE TO DENSE 10 OO LIGHT BROWN TO BROWN FINE SAND, (SP), MEDIUM - 2 5 3 NDENSETOVERYDENSE3 .. GRAY SLIGHTLY CLAYEY TO CLAYEY FINE:SAND, (SP -SC), 12 O SC), LOOSE TO MEDIUM DENSE - -.. rJ LIGHT GRAY TO GRAY SLIGHTLY CLAYEY TO CLAYEY FINE O SAND, WITH SOME SANDY CLAY, (SP -SC), (SC), VERY O LOOSETO LOOSE 7 7 42 O DARK GRAY TO GRAY SLIGHTLY SANDY CLAY, (CH), W MEDIUM 0 C2 rc E O LIGHT GRAY FINE SAND; (SP), DENSE w L4 SP) UNIFIED SOIL CLASSIFICATION GROUP SYMBOL AS J _ kDETERMINEDBYVISUALEXAMINATION • - a" 0 GROUNDWATER LEVEL REFERENCED' IN FEET TO EXISTING GROUND SURFACE, DATE OF READING N STANDARD PENETRATION RESISTANCE IN BLOWS PER S BOOT APPROXIMATE LOCATION OF STANDARD PENETRATION TESTBORING - _ w 1 APPROXIMATE LOCATION OF AUGER BORING T o SOIL PROFILES VERTICAL SCALE: 1" = 5' AB -1 AB -2 AB -3 AB -4 30 0 O -a*, O25 " O LL Z o O 20 w w 15 LUNod~ w Z w a U Y d co m 9 SOIL & SYMBOL LEGEND LL MIXED DARK BROWN AND BROWN SLIGHTLY SILTY FINE 100 SAND, [FILL], (SP -SM), VERY LOOSE TO DENSE Oz LIGHT BROWN TO BROWN FINE SAND, (SP), MEDIUM r DENSE TO VERY DENSE w/ OGRAY 9 SLIGHTLY CLAYEY TO CLAYEY FINE SAND, (SP -SC), O SC), LOOSE TO MEDIUM DENSE m U. w0. Q 4O LIGHT GRAY TO GRAY SLIGHTLY CLAYEY TO CLAYEY FINE SAND, WITH SOME SANDY CLAY, (SP -SC), (SC), VERY v/ w 0. LOOSE TO LOOSE W O DARK GRAY TO GRAY SLIGHTLY SANDY CLAY, (CH), p MEDIUM O Z E:]: O5 LIGHT GRAY FINE SAND, (SP), DENSE 00 N d SP) UNIFIED SOIL CLASSIFICATION GROUP SYMBOL AS DETERMINED BY VISUAL EXAMINATION y wi4 GROUNDWATER LEVEL, REFERENCED IN FEET TO urw„ EXISTING GROUND SURFACE, DATE OF READING y[ s' V/ Z z 2 C9 - W ki Oi < W u w off r o APPENDIX B EARTHWORK RECOMMENDATIONS I_1:7 »N,.I 97 F.4:? EARTHWORK RECOMMENDATIONS 1.0 CLEARING/GRUBBING 1.1 Building and pavement areas, plus suitable margins, should be cleared and grubbed of all vegetation and surface organics, debris and any other deleterious materials which may be encountered. 1.2 Tree removal should include the extraction of stumps and associated root network. 2.0 SUBGRADE SOILS COMPACTION 2.1 Exposed subgrade soils in cleared and stripped building and pavement areas, should be wetted as needed to achieve near -optimum soil moisture conditions, and compacted to the degree and depth recommended below. 2.2 Recommended degree of subgrade soils compaction is 95% of the material's theoretical maximum dry density, as determined by Modified Proctor Test (ASTM D-1557, AASHTO T-1 80). 2.3 Recommended depth of subgrade soils compaction in foundation areas is 1 foot below stripped grade or 2 feet below base of footing elevation, whichever is deeper. Recommended depth of subgrade soils compaction in interior floor slab areas is 1 foot below stripped grade or 1 foot below base of slab elevation, whichever is deeper. 2.4 Recommended depth of subgrade soils compaction in pavement areas is one foot below finish subgrade elevation or for each foot of compacted fill thickness, whichever is deeper. 3.0 FILL MATERIAL PLACEMENT AND COMPACTION 3.1 Fill soils utilized to raise building and pavement areas to desired grade should consist of clean, granular materials with less than 15% passing Number 200 U.S. Standard Sieve. 3.2 Fill soils should be spread in loose lifts not exceeding sixteen inches (16") if compacted with heavy compaction equipment and eight inches (8") if compacted with light hand operated equipment. 3.3 Each successive lift should be wetted as needed to achieve near -optimum soil moisture conditions and compacted by appropriate mechanical means to the degree recommended below. 3.4 Recommended degree of fill soils compaction is 95% of the material's theoretical maximum dry density, as determined by Modified Proctor Test (ASTM D-1557, AASHTO T-180). B-1 ou 4.0 COMPACTION TESTING 4.1 The recommended depth and degree of compaction for subgrade and fill soils should be verified by in-place density tests conducted in general conformance with appropriate ASTM density testing procedures. 4.2 Density tests should be conducted for each foot of compacted thickness at each test location. 4.3 Recommended minimum frequency of in-place density testing is one (1) location per: each spread column footing. every 100 lineal feet of continuous strip footing or thickened slab section. every 2,000 square feet of slab area every 5,000 square feet of pavement area Appropriate frequency of testing may vary depending upon construction procedures. 5.0 SPECIAL CONSIDERATIONS 5.1 Foundation and slab areas should be wetted and proof -rolled prior to pouring concrete in order to re -compact surface materials which may have become disturbed by utility installations and other construction activities. 5.2 The earthwork contractor should be aware of nearby structures, and use vibratory compaction equipment with appropriate discretion. B-2 9 l APPENDIX C PAVEMENT SECTION RECOMMENDATIONS 4 APPENDIX C PAVEMENT SECTION RECOMMENDATIONS 1.0 ASPHALT PAVEMENT 1.1 Surface Course Surface course should consist of a minimum of 1.5 inches (compacted thickness) of asphalt conforming to FDOT specifications for Superpave 12.5 mm or 9.5 mm traffic level "C" asphaltic concrete. 1.2 Base Course 1.2.1 Limerock: Base course should consist of a minimum of six inches (compacted thickness) of limerock compacted to minimum relative compaction of 98% of the material's Modified Proctor (ASTM D-1557, AASHTO T-180) laboratory maximum dry density. If limerock base is desirable, it is recommended that lowest finish pavement grade be set a minimum of 24 inches above estimated average seasonal high groundwater level. 1.2.2 Crushed Concrete: Base course should consist of a minimum of six inches (compacted thickness) of crushed concrete (minimum LBR 130) compacted to minimum relative compaction of 98% of the material's Modified Proctor (ASTM D-1557, AASHTO T-180) laboratory maximum dry density. 1.3 Stabilized Subgrade Subbase should consist of a minimum of six inches (compacted thickness) of granular fill or native soils mixed with a quantity of suitable stabilization material sufficient to achieve a minimum Limerock Bearing Ratio of 40% (LBR 40). Subbase should be compacted to minimum relative compaction of 98% of the material's Modified Proctor (ASTM D-1 557, AASHTO T-1 80) laboratory maximum dry density. 2.0 CONCRETE PAVEMENT 2.1 Surface Course Surface course should consist of a minimum of 5.5 inches of concrete with a minimum 28 -day compressive strength of 3,000 pounds per square inch (psi). Construction and contraction joints should be provided in general conformance to PCA guidelines. 2.2 Stabilized Subgrade Subgrade should consist of a minimum of 12 -inches (compacted thickness) of granular fill or native soils mixed with a quantity of suitable stabilization material sufficient to achieve a minimum Limerock Bearing Ratio of 30% (LBR 30). Subgrade should be compacted to minimum relative compaction of 95% of the material's Modified Proctor (ASTM 0-1557, AASHTO T-180) laboratory maximum dry density. C-1 FFm M-1 X.. City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: November 16, 2017 Project: Sky Power Sports Contact Person: Joe Nicholas_ Job Address: 3710 W. 15t Street Contact Phone Number: Application Number: 17-3153 Contact E-mail: 'oe mckee c.com Contact Fax Number: ARCHITECTURAL 1. Submit two sets of site specific Florida Product Approval or Miami Dade County Notice of Acceptance for all exterior windows, doors, storefronts and roofing systems. STRUCTURAL 1. No comment. MECHANICAL 1. No comment. PLUMBING 1. Location of drinking fountain in shop area appears not to be accessible to the public. Best designed to be located in sales / showroom area. ELECTRICAL 1. Sheet E001. Actual sizes of grounding conductors must be identified. 2. Sheet E 10 1 indicates a 400 amp fused disconnect. Is this a type o. Should be 800 amp. Advise. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152 You may also contact me by e-mail atjoy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner s Y x December 11, 2017 OV E1 Yf City of Sanford Building DEC 13 2017Division P.O. Box 1788 Sanford, Florida 32771 RE: Sky.Power Sports Job # 17002 C4Arckitecture, L -LC- Application Number: 17-3253 135 W. Central E)lvd. 5uitc 340 To Whom It May Concern: Orlando, Florida 32801 This document is in response to plan review comments received. The comments.are P 407363.6136 addressed, and response is listed below: AA26001097 " ARCHITECTURAL Submit two sets of site specific Florida Product Approval or Miami Dade County Notice of Acceptance for all exterior windows,, doors, storefronts and roofing systems Response: Requested documents to,be .submitted by General contractor PLUMBING Location of drinking fountain in shop area appears not to be accessible, to thepublic. Best. designed to be"located,in sales/showroom area Response: Client to provide water cooler and fridge, -in showroom for publicuse. ELECTRICAL: See narrative attached Note: In to responses' to plan, review comments, Revision 1 also includesICoordination/ VE. changes, listed below are specific 'changes,per sheet: ARCHITECTURAL: i A202 —finishes for Hallway 111 added i A204 — HVLS fan shown to be as future installed by owner 1 A205 — East elevation archedpanels revised to be flat A301 & A302 — East elevation arched panels revised to be flat, curved metal canopies " s revised to be flat,. louver at tower relocated to north East elevation A501 - Tower door 207A revised to be storefront STRUCTURAL: Plans revised to reflect architectural changes to elevations MECHANICAL: Plans revised to reflect removal of compressed air system P ?°. i Respectfully, 9a l A.R 1' 4 n Clark M. Stranahan, AIA, NCARB Florida License #91246 i Cc: , file 1' a December 6, 2017 Sky Powersports 3710 W. 1" Street Sanford, FL 32746 Clear Eng. Project #77112) Permit Application No. 17-3153 Change Narrative: Revision 1 13651 Crystal River Drive Orlando, FL 32828 Phone (407) 277-3431 Fax(407)536-5081 www.clear-enqr.com E001 Comment: Actual sizes of grounding conductors must be identified. Response: Added #3/0 grounding electrode conductor to the Grounding Detail. E101 Comment: Sheet E101 indicates a 400A fused disconnect. Should be 800A. advise Response: The drawing has been changed to indicate an 800A fused disconnect switch COORDINATION / V.E. CHANGES E001 Revised site lighting specs. Indian Motorcycle light fixtures changed to "owner provided / contractor installed" E002 Indicating industrial fan as "future" ES100 Revised site lighting, Added a conduit for future monument sign E201 Indicating Industrial fan as "future" E301 Indicating Air Compressor as "Owner Provided" Please let us know if you have any questions. Sincerely, Darius Adams, P.E. President L... . City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: November 16, 2017 Project: Sky Power Sports Contact Person: Joe Nicholas Job Address: 3710 W. 1St Street Contact Phone Number: Application Number: 17-3153 Contact E-mail: joe@mckeegc.com Contact Fax Number: ARCHITECTURAL 1. Submit two sets of site specific Florida Product Approval or Miami Dade County Notice of Acceptance for all exterior windows, doors, storefronts and roofing systems. STRUCTURAL 1. No comment. MECHANICAL 1. No comment. PLUMBING 1. Location of drinking fountain in shop area appears not to be accessible to the public. Best designed to be located in sales / showroom area. ELECTRICAL 1. Sheet E001. Actual sizes of grounding conductors must be identified. 2. Sheet E101 indicates a 400 amp fused disconnect. Is this a type o. Should be 800 amp. Advise. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152 You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner City of Sanford Building and Fire Prevention Product Approval Specification. Form Permit# 1-1 — -) Project Location Address DEC 13 2017 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 contact your local 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.floridabuilding.org. 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 30-1' e L FeAmc- fu M z-1 Swinging y Sliding Sectional Roll UpCc." Automatic Other 2. Windows 5korA F(. t Single Hun Horizontal Slider Casement Double Hun Fixed I wy- 4 ft 2512-4. Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category/ Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding 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 Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 r Category / Subcategory Manufacturer Product Florida Approval # Description (include .decimal) 5. Shutters Accordion Bahama. Colonial Roll'up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 RWA 3 r '" rk ' Nla p: •, u avkTN PERMIT Florida Building Code, Fifth Edition (2014) - Energy Conservation EnergyGauge Summit® Fla/Com-2015, Effective Date: June 30, 2015 ASHRAE 90.1-2010 - Energy Cost Budget Option Check List Applications for compliance with the Florida Building Code, Energy Conservation shall include: E] This Checklist dAn Input report generated from the software just after completing compliance calculations without any further changes The full compliance report generated by the software that contains the project summary, complaince summary, certifications and detailed component compliance reports Boxes appropriately checked in the Miscellanous report generated by the software at the end of the compliance report EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 10/12/2017 Page 1 of 15 PROJECT SUMMARY Short Desc: SKY Description: SKYPOWER Owner: --- Addressl: 3710 WEST 2ST STREET City: SANFORD Address2: --- State: FLORIDA Zip: 0 Type: Office Class: New Finished building Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 23861 SF Conditioned & UnConditioned Area: 23861 SF No of Stories: 1 Area entered from Plans 0 SF Permit No: 0-- Max Tonnage 12.5 If different, write in: Compliance Summary Component Gross Energy Cost (in $) LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? Design 21,222.0 Criteria Result 30,016.0 PASSED PASSES No Entry PASSES No Entry PASSES PASSES Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 10/12/2017 Page 2 of 15 CERTIFICATIONS I herebycertify that the I Na a" , o 0 fy p atls;nd's icati s'6. P¢d by this calculation are in compliance with the Florida Energy Code ` A G Prepared: ByY, b EIE 1 ENGINP&=G Building Official: STATE F rU Die XN ,!,` Date: 10 NA L moi/ r I certify that this building is in co ftH q FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy Efficiency Code Architect: Reg No: Electrical Designer: Reg No: Lighting Designer: Reg.No: Mechanical Designer: KENNETH L. EIERMANN P Reg No: 30761 Plumbing Designer: KENNETH L. EIERMANN P Reg No: 30761 Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 10/12/2017 Page 3 of 15 Project: SKY Title: SKYPOWER Type: Office WEA File: Orlando.TMY) Building End Uses 1) Proposed 2) Baseline Total 1,369.20 1,951.30 21,222 30,016 ELECTRIC ITY(M Btu/kWh/$) 1,369.20 1,951.30 401175 571736 21,222 30,016 AREA LIGHTS 302.50 586.00 88647 171693 4,689 9,014 MISC EQUIPMT 327.20 327.20 95865 95865 5,071 5,033 PUMPS & MISC 0.20 0.10 54 35 3 2 SPACE COOL 553.50 602.10 162166 176422 8,579 9,262 SPACE HEAT 46.20 20.50 13531 6019 716 316 VENT FANS 139.60 415.40 40912 121702 2,164 6,389 Credits Applied: None PASSES Passing Criteria = 30016 Design (including any credits) = 21222 Passing requires Proposed Building cost to be at most 100% of Baseline cost. This Proposed Building is at 70.7% EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 10/12/2017 Page 4 of 15 External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP W/Unit) or No. of Units (W) (W) Sgft or ft) None Project: SKY Title: SKYPOWER Type: Office WEA File: Orlando.TMY) Lighting Controls Compliance Acronym Ashrae Descriation Area Design Min Compli- ED sq.ft) CP CP ance SALES 25,001 Sales Area 17,161 2 2 PASSES SALES OFFICE 17 Office -Enclosed 300 1 1 PASSES ACCOUNTING 17 Office -Enclosed 940 1 1 PASSES SERVICE OFFICF 16 Office -Open Plan 560 2 1 PASSES SERVICE AREA 1,001 Automotive Service/Repair 4,900 2 2 PASSES PASSES EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 10/12/2017 Page 5 of 15 Project: SKY Title: SKYPOWER Type: Office WEA File: Orlando.TMY) System Repolrt Compliance SALES, SALES Constant Volume Packaged No. of Units System I Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 120000 11.80 11.20 12.80 11.40 PASSES 65000 to 135000 Btu/h Cooling Capacity Heating System Electric Furnace 40956 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 4000 0.30 0.82 PASSES System -Supply Constant Volume Air Distribution Not in Check list - 6.00 6.00 N/A System (Sup) Compliance Ignored Air Distribution Not in Check list - 6.00 6.00 N/A System (Ret) Compliance Ignored SALES SALES OFFICES Constant Volume Air Cooled No. of Units' OFFICE 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 36000 13.00 13.00 11.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 7850 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 800 0.30 0.82 - PASSES System -Supply Constant Volume Air, Distribution Not in Check list - 6.00 6.00 N/A System (Sup) Compliance Ignored Air Distribution Not in Check list - 6.00 6.00 N/A System (Ret) Compliance Ignored ACCOUNT System 7 Constant Volume Air Cooled No. of Units ING Single Package System < 65000 Mull: 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 36000 13.00 13.00 11.00 PASSES Single Pkg < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 22185 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 1200 0.30 0.82 PASSES System -Supply Constant Volume EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 10/12/2017 Page 6 of 15 Air Distribution Not in Check list - 6.00 6.00 N/A System (Sup) Compliance Ignored Air Distribution Not in Check list - N/A System (Ret) Compliance Ignored SERVICE System 8 Constant Volume Air Cooled No. of Units OFFICES Single Package System < 1 65000 Rtu/hr Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 36000 13.00 13.00 11.00 PASSES Single Pkg < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 22185 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 1200 0.30 0.82 PASSES System -Supply Constant Volume Air Distribution Not in Check list - 6.00 6.00 N/A System (Sup) Compliance Ignored Air Distribution Not in Check list - 6.00 6.00 N/A System (Ret) Compliance Ignored SERVICE System 9 Constant Volume Packaged, No. of Units AREA System 2 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 150000 11.00 11.00 11.80 11.20 PASSES 135000 to 240000 Btu/h Clg Capacity Heating System Electric Furnace 40956 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 5000 0.40 0.82 PASSES System -Supply Constant Volume Air Distribution Not in Check list - 6.00 6.00 N/A System (Sup) Compliance Ignored Air Distribution Not in Check list - 6.00 6.00 N/A System (Ret) Compliance Ignored PASSES EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 10/12/2017 Page 7 of 15 Project: SKY Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance Title: SKYPOWER Type: Office None Project: SKY Title: SKYPOWER Type: Office WEA File: Orlando.TMY) Water Neater Compliance Description Type Category Design Min Eff. Eff Design Max Comp Loss Loss liance Water Heater 1 Electric water heater <= 12 [kW] 0.95 0.93 0.95 PASSES ` PASSES Project: SKY Title: SKYPOWER Type: Office WEA File: Orlando.TMY) Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in] F] SF.F] Domestic and Service Hot Water 0.25 True 105.00 0.28 0.75 0.50 , PASSES Systems PASSES EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 10/12/2017 Page 8 of 15 Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department of Energy and Pacific Northwest National Laboratory. Adopted with permission Topic Section Component Description Yes N/A Ex Fenestration 5.8.2.3,5.5.3.6 Envelope U -factor of opaque doors associated with the separate conditioned space from the exterior, and 1:1 meet exterior envelope requirements. Doors have building thermal envelope meets requirements. self-closing devices, and are >=7 ft apart. Insulation 6.4.4.1.5 Envelope Bottom surface of floor structures incorporating water absorption rate per ASTM C272. Plans and/or specifications provide all information radiant heating insulated to> R-3.5. with which compliance can be determined for the Insulation 5.5.3.1.1 Envelope High -albedo roofs satisfy one of the following: exceptions to the standard are claimed. Solar reflectance >= 0.55 and thermal emittance 0.75, Solar reflectance index >= 64.0, or increased insulation (assembly r– U-0.03 or>= R-33.0 insulation). Wattage 9.4.3 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 9.4.2 Interior Lighting Exit signs do not exceed 5 watts per face. Controls 10.4.3 Mechanical Elevators are designed with the proper lighting, 0 ventilation power, and standby mode. HVAC 6.5.6.1 Mechanical Exhaust air energy recovery on systems meeting Table 6.5.6.1. SYSTEM–SPECIFIC 6.5.1.4 Mechanical Economizer operation will not increase heating WE] Eenergyuseduringnormaloperation. SYSTEM–SPECIFIC 6.5.2.2.1 Mechanical Three -pipe hydronic systems using a common return for hot and chilled water are not used. SYSTEM–SPECIFIC 6.5.2.2.3 Mechanical Hydronic heat pump systems connected to a common water loop meet heat rejection and heat addition requirements. 6.5.2.4 Mechanical Water economizer specified on hydropic cooling El and humidification systems designed to maintain inside humidity at >35 OF dewpoint if an economizer is required. SYSTEM–SPECIFIC 6.5.3.1.1 Mechanical HVAC fan systems at design conditions do not exceed allowable fan system motor nameplate hp SYSTEM–SPECIFIC 6.5.3.1.2 Mechanical fan system bhp. HHVAC fan motors not larger than allowable limits. SYSTEM–SPECIFIC 7.4.2 Mechanical Service water heating equipment meets efficiency requirements. SYSTEM–SPECIFIC 7.5.2 Mechanical Service water heating equipment used for space heating complies with the service water heating equipment requirements. Air Leakage 5.4.3.4 Envelope Insulation 5.8.1.7.3 Envelope Plan Review 4.2.2,5.4.3.1.1,5.7 Envelope Vestibules are installed where building entrances separate conditioned space from the exterior, and meet exterior envelope requirements. Doors have self-closing devices, and are >=7 ft apart. Insulation in contact with the ground has —0.3% water absorption rate per ASTM C272. Plans and/or specifications provide all information E] 0 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 10/12/2017 Page 9 of 15 Plan Review Wattage Plan Review HVAC HVAC. HVAC HVAC HVAC HVAC HVAC HVAC_ HVAC Other Equips Plan Review Plan Review Plan Review 9.7 Exterior Lighting Plans, specifications, and/or calculations provide 1:1 El determined for the mechanical systems and all information with which compliance can be equipment and document where exceptions to the determined for the exterior lighting and electrical acceptable engineering standards and systems and equipment and document where handbooks. exceptions to the standard are claimed. E] El all information with which compliance can be Information provided should include exterior determined for the service water heating systems lighting power calculations, wattage of bulbs and to the standard are claimed. Hot water system ballasts, transformers and control devices. sized per manufacturer's sizing guide. 9.4.3 Exterior Lighting Exterior lighting power is consistent with what is 1:1 E 0 commissioning included on the plans or shown on the approved lighting plans, specifications for projects >=50,000 ft2. demonstrating proposed watts are less than or 1:1 El 0 hp have variable airflow controls. Air conditioning equal to allowed watts. equipment with a cooling capacity >=110,000 4.2.2,9.4.4,9.7 Interior Lighting Plans, specifications, and/or calculations provide E] El 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. 6.4.3.4.4 Mechanical Ventilation fans >0.75 hp have automatic controls to shut off fan when not'required. 6.4.3.9 Mechanical Demand control ventilation provided for spaces 1:1 0 El 500 ft2 and >40 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. 6.4.4.1.4 Mechanical Thermally ineffective panel surfaces of sensible 1 , 0 heating panels have insulation >= R-3.5. 6.5.2.3 Mechanical Dehumidification controls provided to prevent E] 1 0 reheating, recooling, mixing of hot and cold airstreams or concurrent heating and cooling of the same airstream. 6.5.4.1 Mechanical HVAC pumping systems >10 hp designed for 11 0 variable fluid flow. 6.5.7.1.1 Mechanical Kitchen hoods >5,000 cfm have make up air E] 130 50% of exhaust air volume. 6.5.7.2 Mechanical Fume hoods exhaust systems -15,000 cfm have E 0 VAV hood exhaust and supply systems, direct make-up air or heat recovery. 6.5.8.1 Mechanical Unenclosed spaces that are heated use only 0 radiant heat. 6.4.3.3.2 Mechanical Setback controls allow automatic restart and 11 El temporary operation as required for maintenance. 10.4.1 Mechanical Electric motors meet requirements where 0 applicable. 4.2.2,6.4.4.2.1,6.7.2 Mechanical Plans, specifications, and/or calculations provide M ri ri 4.2.2,7.7.1,10.4.2 6.7.2.4 SYSTEM—SPECIFIC 6.4.3.10 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. Mechanical Plans, specifications, and/or calculations provide E] El 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. Mechanical Detailed instructions for HVAC systems commissioning included on the plans or specifications for projects >=50,000 ft2. Mechanical Single zone HVAC systems with fan motors >=5 1:1 El 0 hp have variable airflow controls. Air conditioning equipment with a cooling capacity >=110,000 Btu/h has variable airflow controls. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 10/12/2017 Page 10 of 15 SYSTEM—SPECIFIC 6.5.1,6.5.1.1,6.5.1.3 Mechanical Air economizers provided where required, meet 1:1 0 El the requirements for design capacity, control signal, ventilation controls, high -limit shut-off, integrated economizer control, and provide a means to relieve excess outside air during operation. SYSTEM—SPECIFIC 6.5.1,6.5.1.2,6.5.1.3 Mechanical Water economizers provided where required, 1:1 El meet the requirements for design capacity, maximum pressure drop and integrated economizer control. SYSTEM—SPECIFIC 6.5.3.2.1 Mechanical VAV fan motors -10 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 6.5.3.2.3 Mechanical Reset static pressure setpoint for DDC controlled 0 0 El VAV boxes reporting to central controller based on the zones requiring the most pressure. SYSTEM—SPECIFIC 6.5.3.3 Mechanical Multiple zone VAV systems with DDC of individual 1:1 zone boxes have static pressure setpoint reset controls. SYSTEM—SPECIFIC 6.5.3.4 Mechanical Multiple zone HVAC systems have supply air 0 0 temperature reset controls. SYSTEM—SPECIFIC 6.5.4.2 Mechanical Reduce flow in pumping systems >10 hp. to 11 0 0 multiple chillers or boilers when others are shut down. SYSTEM—SPECIFIC 6.5.4.3 Mechanical Temperature reset by representative building E] 0 0 loads in pumping systems >10 hp for chiller and boiler systems >300,000 Btu/h. SYSTEM—SPECIFIC 6.5.4.4.1 Mechanical Two -position automatic valve interlocked to shut 1:1 0 El off water flow when hydronic heat pump with pumping system >10 hp is off. SYSTEM—SPECIFIC 6.5.4.4.2 Mechanical Hydronic heat pumps and water-cooled unitary air 1:1 0 conditioners with pump systems >5 hp have controls or devices to reduce pump motor demand. SYSTEM—SPECIFIC 6.5.5.2 Mechanical Fan systems with motors >=7.5 hp associated 1:1 0 El with heat rejection equipment to have capability to operate at 2/3 of full -speed and auto speed controls to control the leaving fluid temperature or condensing temp/pressure of heat rejection device. SYSTEM—SPECIFIC 6.5.6.2 Mechanical Condenser heat recovery system that can heat 1:1 El El water to 85 IF 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 6.5.7.1.2 Mechanical Conditioned supply air to space with a kitchen hood shall not exceed the greater of a) supply flow required to meet space heating or cooling, or b) hood exhaust flow minus the available air transfer from available spaces. SYSTEM—SPECIFIC 6.5.7.1.3 Mechanical Kitchen hoods with a total exhaust airflow rate 11 1:1 El 5000 cfm meet replacement air, ventilation system, or energy recovery requirements shown in Table 6.5.7.1.3. SYSTEM—SPECIFIC 6.5.7.1.4 Mechanical Kitchen hoods with a total exhaust airflow rate 5000 cfm meet replacement air, ventilation system, or energy recovery requirements. SYSTEM—SPECIFIC 6.5.9 Mechanical Hot gas bypass limited to: 11 0 El 240 kBtu/h — 50% 240 kBtu/h — 25% SYSTEM—SPECIFIC 7.5.1 Mechanical Combined space and water heating system not 1:1 El E] allowed unless standby loss less than calculated maximum. AHJ has approved or combined connected load <150 kBtu/h. SYSTEM—SPECIFIC 6.4.3.1.1 Mechanical Heating and cooling to each zone is controlled by a thermostat control. SYSTEM—SPECIFIC 6.4.3.3.3 Mechanical Systems with air capacity >10,000 cfm include 0 optimum start controls. SYSTEM—SPECIFIC 6.4.3.5 Mechanical Heat pump controls prevent supplemental electric E] 0 resistance heat from coming on when not needed. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 10/12/2017 Page 11 of 15 SYSTEM—SPECIFIC 7.4.4.3 Mechanical Public lavatory faucet water temperature < 110°F. Controls 8.4.2 Project At least 50% of all 125 volt 15- and 20 -Amp El 0 receptacles are controlled by an automatic control caulked, gasketed, and/or taped in an approved device. Plan Review 4.2.2,8.4.1.1,8.4.1.2 Project Plans, specifications, and/or calculations provide 1:1 El 0 all information with which compliance can be determined for the electrical systems and equipment and document where exceptions are 5.4.3.2 Envelope Factory -built fenestration and doors are labeled claimed. Feeder connectors sized in accordance 0 0 with approved plans and branch circuits sized for as meeting air leakage requirements. maximum drop of 3%. Air Leakage 5.4.3.1 Air Leakage 5.4.3.1 Envelope Continuous air barrier is wrapped, sealed, 11 0 caulked, gasketed, and/or taped in an approved manner, except in semiheated spaces and in climate zones 1-6. Air Leakage 5.4.3.2 Envelope Factory -built fenestration and doors are labeled 11 0 0 as meeting air leakage requirements. Air Leakage 5.4.3.1 Envelope All sources of air leakage in the building thermal envelope are sealed, caulked, gasketed, weather stripped or wrapped with moisture vapor -permeable wrapping material to minimize air leakage. Fenestration 5.8.2.1 Envelope Fenestration products rated in accordance with El El NFRC. Fenestration 5.8.2.2 Envelope Fenestration products are certified as to E performance labels or certificates provided. Insulation 5.8.1.2 Envelope Below -grade wall insulation installed per 1:1 El El manufacturer's instructions. Insulation 5.8.1.2 Envelope Slab edge insulation installed per manufacturer's 0 instructions. Insulation 5.5.3.1 Envelope Roof R -value. For some ceiling systems, 1:1 verification may need to occur during Framing Inspection. Insulation 5.8.1.2,5.8.1.3 Envelope Roof insulation installed per manufacturer's instructions. Blown or poured loose -fill insulation is installed only where the roof slope is -3 in 12. Insulation 5.5.3.1 Envelope Skylight curbs are insulated to the level of roofs 1:1 with insulation above deck or R-5. Insulation 5.8.1.2 Envelope Above -grade wall insulation installed per manufacturer's instructions. Insulation 5.8.1.2 Envelope Floor insulation installed per manufacturer's El 0 instructions. Insulation 5.8.1.1 Envelope Building envelope insulation is labeled with E] 0 R -value or insulation certificate providing R -value and other relevant data. Insulation 5.8.1.4 Envelope Eaves are baffled to deflect air to above the E] El insulation. Insulation 5.8.1.5 Envelope Insulation is installed in substantial contact with E] 1:1 E] the inside surface separating conditioned space from unconditional space. Insulation 5.8.1.6 Envelope Recessed equipment installed in building 1:1 envelope assemblies does not compress the adjacent insulation. Insulation 5.8.1.7 Envelope Exterior insulation is protected from damage with a protective material. Verification for exposed foundation insulation may need to occur during Foundation Inspection. Insulation 5.8.1.7.1 Envelope Attics and mechanical rooms have insulation E] protected where adjacent to attic or equipment access. Insulation 5.8.1.7.2 Envelope Foundation vents do not interfere with insulation. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 10/12/2017 Page 12 of 15 Insulation 5.8.1.8 Envelope Insulation intended to meet the roof insulation requirements cannot be installed on top of a suspended ceiling. Mark this requirement compliant if insulation is installed accordingly. Controls 9.4.1.7 Exterior Lighting Automatic lighting controls for exterior lighting installed. Controls 9.4.1.1 Interior Lighting Automatic controls to shut off all building lighting installed in buildings >5,000 ft2. Controls 9.4.1.2 Interior Lighting Independent lighting controls installed per approved lighting plans and all manual controls readily accessible and visible to occupants. Controls 9.4.1.3 Interior Lighting Parking garage lighting is equipped with required lighting controls and daylight transition zone lighting. Controls 9.4.1.4 Interior Lighting Primary sidelighted areas —250 ft2 are equipped 1:1 E] 0 with required lighting controls. Controls 9.4.1.5 Interior Lighting Enclosed spaces with daylight area under skylights and rooftop monitors >900 ft2 are equipped with required lighting controls. Controls 9.4.1.6 Interior Lighting Separate lighting control devices for specific uses 1:1 El 0 installed per approved lighting plans. Wattage 9.6.2 Interior Lighting Additional interior lighting power allowed for 3. 0 0 special functions per the approved lighting plans and is automatically controlled and separated from general'lighting. Wattage 9.6.3 Interior Lighting Where space LPD requirements are adjusted 1:1 based on room cavity ratios, dimensions are consistent with approved plans. Wattage 9.2.2.3 Interior Lighting Interior installed lamp and fixture lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. HVAC 6.4.3.8 Mechanical Freeze protection and snow/ice melting system E] 0 sensors for future connection to controls. HVAC 6.4.1.4,6.4.1.5 Mechanical HVAC equipment efficiency verified. Non-NAECA HVAC equipment labeled as meeting 90.1. HVAC 6.4.3.4.1 Mechanical Stair and elevator shaft vents have motorized 0 E] 0 dampers that automatically close. HVAC 6.4.3.4.2,6.4.3.4.3 Mechanical Outdoor air and exhaust systems have motorized 1:1 El dampers that automatically shut when not in use and meet maximum leakage rates. Check gravity dampers where allowed. HVAC 6.4.3.4.5 Mechanical Enclosed parking garage ventilation has 0 0 11 automatic contaminant detection and capacity to stage or modulate fans to 50% or less of design capacity. HVAC 6.4.4.1.1 Mechanical Insulation exposed to weather protected from 0 11 El damage. Insulation outside of the conditioned space and associated with cooling systems is vapor retardant. HVAC 6.4.4.1.2 Mechanical HVAC ducts and plenums insulated. Where ducts El 0 or plenums are installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC 6.4.4.1.3 Mechanical HVAC piping insulation thickness. Where piping 1:1 E] , El is installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC 6.4.4.2.1 Mechanical Ducts and plenums sealed based on static E] 0 pressure and location. HVAC 6.5.7.1.5 Mechanical Approved field test used to evaluate design air flow rates and demonstrate proper capture and containment of kitchen exhaust systems. HVAC 6.4.3.1.2 Mechanical Thermostatic controls have a 5 °F deadband. 1 0 HVAC 6.4.3.2 Mechanical Temperature controls have setpoint overlap 1:1 0 restrictions. HVAC 6.4.3.3.1 Mechanical HVAC systems equipped with at least one automatic shutdown control. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 10/12/2017 Page 13 of 15 HVAC 6.4.3.7 Mechanical When humidification and dehumidification are 1:1 El 0 provided to a zone, simultaneous operation is systems within 30 days of system acceptance. prohibited. 8.7.2 Interior Lighting Furnished O&M instructions for systems and SYSTEM—SPECIFIC 7.4.4.1 Mechanical Temperature controls installed on service water equipment to the building owner or designated heating systems (<=120°F to maximum representative. temperature for intended use). HVAC SYSTEM—SPECIFIC 7.4.4.2 Mechanical Automatic time switches installed to automatically 1:1 0 switch off the recirculating hot-water system or ensure proper operation, calibration and heat trace. adjustment of controls. SYSTEM—SPECIFIC 7.4.6 Mechanical Heat traps installed on non -circulating storage 11 El 1:1 El water tanks. SYSTEM—SPECIFIC 6.4.1.5.2 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. E] 1:1 El Mechanical Furnished O&M manuals for HVAC systems labeled for replacement only. SYSTEM—SPECIFIC 6.4.4.2.2 Mechanical Ductwork operating >3 in. water column requires 1:1 El Post Construction 6.7.2.3 air leakage testing. An air and/or hydronic system balancing report is 1:1 0 SYSTEM—SPECIFIC 6.5.2.1 Mechanical Zone controls can limit simultaneous heating and 1:1 cooling and sequence heating and cooling to each ft2 of conditioned area. zone. SYSTEM—SPECIFIC 6.5.2.2.2 Mechanical Two -pipe hydronic systems using a common 1:1 0 El 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 6.5.3.2.2 Mechanical VAV fans have static pressure sensors positioned 1 0 so setpoint <=1/3 total design pressure. SYSTEM—SPECIFIC 7.4.4.4 Mechanical Controls are installed that limit the operation of a 1:1 0 recirculation pump installed to maintain temperature of a storage tank. SYSTEM—SPECIFIC 7.4.5.1 Mechanical Pool heaters are equipped with on/off switch and 1:1 El no continuously burning pilot light. SYSTEM—SPECIFIC 7.4.5.2 Mechanical Pool covers are provided for heated pools and 1:1 El 0 pools heated to >90°F have a cover >=R-12. SYSTEM—SPECIFIC 7.4.5.3 Mechanical Time switches are installed on all pool heaters El and pumps. SYSTEM—SPECIFIC 7.4.3 Mechanical All piping in circulating system insulated E] El SYSTEM—SPECIFIC 7.4.3 Mechanical First 8 ft of outlet piping is insulated E] E SYSTEM—SPECIFIC 7.4.3 Mechanical All heat traced or externally heated piping insulated Post Construction 8.7.1 Interior Lighting Furnished as -built drawings for electric power 0 0 systems within 30 days of system acceptance. Post Construction 8.7.2 Interior Lighting Furnished O&M instructions for systems and E] El equipment to the building owner or designated representative. HVAC 6.7.2.4 Mechanical HVAC control systems have been tested to 1:1 0 ensure proper operation, calibration and adjustment of controls. Post Construction 6.7.2.1 Mechanical Furnished HVAC as -built drawings submitted 1:1 El within 90 days of system acceptance. Post Construction 6.7.2.2 Mechanical Furnished O&M manuals for HVAC systems within 90 days of system acceptance. Post Construction 6.7.2.3 Mechanical An air and/or hydronic system balancing report is 1:1 0 0 provided for HVAC systems serving zones >5,000 ft2 of conditioned area. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 10/12/2017 Page 14 of 15 EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 10/12/2017 Page 15 of 15 EnergyGauge Summit® v5.20 INPUT DATA REPORT No Acronym Description 1 SALES OFFICE AREA Proiect Information SALES Project Name: SKY Orientation: North Project Title: SKY -POWER Building Type: Office Address: 3710 WEST 2ST STREET Building Classification: New Finished building State: FLORIDA No.of Stories: 1 Zip: 0 GrossArea: 23861 SF Owner: No Acronym Description 1 SALES OFFICE AREA 2 SALES SALES OFFICES CONDITIONED OFFICE 300.0 3 ACCOUNTIN ACCOUNTING CONDITIONED G 560.04SERVICESERVICEOFFICES OFFICES Zones Type Area Multiplier Total Area sfl sfl CONDITIONED 17161.0 1 17161.0 CONDITIONED 300.0 1 300.0 CONDITIONED 940.0 1 940.0 CONDITIONED 560.0 1 560.0 10/12/2017 EnergyGauge Summit® v5.20 1 E'1 5 SERVICE SERVICE AREA CONDITIONED 4900.0 1 4900.0 AREA Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume Aft] ft] ft] plier [sf] cf] In Zone: SALES 1 SALES SALES AREA Sales Area 131.00 131.00 20.00 1 17161.0 343220.0 El In Zone: SALES OFFICE 1 SALES OFFICSALES OFFICE Office - Enclosed 1.00 300.00 10.00 1 300.0 3000.0 El In Zone: ACCOUNTING 1 ACCOUNTINIACCOUNTING Office - Enclosed 1.00 940.00 8.00 1 940.0 7520.0 El OFFICES In Zone: SERVICE OFFICES 1 SERVICE OFFSERVICE OFFICES Office - Open Plan 1.00 560.00 9.00 1 560.0 5040.0 In Zone: SERVICE AREA 1 SERVICE ARFSERVICE AREA Automotive Service/Repair 70.00 70.00 20.00 1 4900.0 98000.0 1-1 Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire W] Ctrl pts In Zone: SALES In Space: SALES 1 LED General Lighting 1 13729 13729 Occupancy sensor with 2 Daylighting On/Off In Zone: SALES OFFICE In Space: SALES OFFICE 1 LED General Lighting 1 240 240 Occupancy sensor with 1 Daylighting On/Off In Zone: ACCOUNTING In Space: 'ACCOUNTING 1 LED General Lighting 1 752 752 Occupancy sensor with 1 Daylighting On/Off 10/12/2017 EnergyGauge Summit® v5.20 2 In Zone: SERVICE OFFICES In Space:. SERVICE OFFICES 1 LED General Lighting 1 448 448 Occupancy sensor with 2 Daylighting On/Off In Zone: SERVICE AREA In Space: SERVICE AREA 10/12/2017 EnergyGauge Summit® x5.20 3 1 LED General Lighting 1 3290 3290 Occupancy sensor with 2 Daylighting On/Off Malls No Description Type Width H (Effec) Multi Area Orientation Conductance Heat Dens. R -Value IN ft] plier sf] Btu/hr. sf. F] Capacity lb/cf] h.sEFBtu] Btu/sLF] In Zone: SALES I EAST 8 IN TILT WALL 180.00 20.00 1 3600.0 East 1.4993 18.676 140.00 0.7 NO INSULATION) 2 SOUTH 8 IN TILT WALL 100.00 20.00 1 2000.0 South 1.4993 18.676 140.00 0.7 NO INSULATION) 3 WEST 8"CMU/3/4"ISO 180.00 20.00 1 3600.0 West 0.2642 9.696 62.72 3.8 BTWN24"oc/5/8 Gyp In Zone: SALES OFFICE 1 WEST 8 IN TILT WALL 1" 25.00 10.00 1 250.0 West 0.1484 6.044 35.57 6.7 INSULATION In Zone: ACCOUNTING 1 WEST 8 IN TILT WALL 11.00 8.00 1 88.0 West 1.4993 18.676 140.00 0.7 NO INSULATION) In Zone: SERVICE OFFICES 1 WEST 8 IN TILT WALL I" 56.00 10.00 1 560.0 West 0.1484 6.044 35.57 6.7 INSULATION In Zone: SERVICE AREA 1 NORTH 8 IN TILT WALL 100.00 20.00 1 2000.0 North 1.4993 18.676 140.00 0.7 NO INSULATION) 2 EAST 8 IN TILT WALL 65.00 20.00 1 1300.0 East 1.4993 18.676 140.00 0.7 NO INSULATION) 3 WEST 8 IN TILT WALL 19.00 20.00 1 380.0 West 1.4993 18.676 140.00 0.7 NO INSULATION) 4 WEST 8 IN TILT WALL 56.00 10.00 1 560.0 West 1.4993 18.676 140.00 0.7 NO INSULATION) 10/12/2017 EnergyGauge Summit® x5.20 3 10/12/2017 EnergyGauge Summit® v5.20 4 Windows No Description Orientation Shaded' U SHGC Vis.Tra W H (Effec) Multi Total Area Btu/hr sf F]" IN ft] plier Sf] In Zone: SALES In Wall: SOUTH 1 GLASS South No 0.2900 0.24 0.24 12.00 6.00 1 72.0 2 ENTRANCE South Yes 0.2900 0.24 0.24 10.00 9.00 1 90.0 In Wall: WEST 1 GLASS West No 0.2900 0.24 0.24 16.00 6.00 2 192.0 3 ENTRANCE West Yes 0.2900 0.24 0.24 10.00 9.00 1 90.0 E] In Zone: SALES OFFICE In Wall: WEST 1 GLASS West No 0.2900 0.24 0.24 6.00 5.00 2 60.0 In Zone: SERVICE OFFICES In Wall: WEST 1 GLASS West No 0.2900 0.24 0.24 4.00 5.00 4 80.0 El 2 ENTRANCE West No 0.2900 0.24 0.24 5.00 9.00 1 45.0 o Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R -Value IN ft] plier sf] [Btu/hr. sf. F] lb/cf] Btu/sf. F] [h.sf.F/Btu] In Zone: SALES In Wall: EAST 1 MANDOOR Paper Honeycomb No 3.00 7.00 1 21.0 1.0687 0.00 0.00 0.94 core In Wall: WEST 1 MANDOOR Paper Honeycomb No 3.00 7.00 2 21.0 1.0687 0.00 0.00 0.94 El core In Zone: SERVICE AREA In Wall: NORTH 1 MANDOOR Paper Honeycomb No 3.00 7.00 2 21.0 1.0687 0.00 0.00 0.94 El core 2 ROLLUP INSULATED No 12.00 12.00 1 144.0 0.1919 43.67 0.53 5.21 ROLLUP DOOR In Wall: WEST 10/12/2017 EnergyGauge Summit® v5.20 4 I ROLLUP Paper Honeycomb No 12.00 12.00 1 144.0 1.0687 0.00 0.00 0.94 core Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R -Value ft] ft] plier sf] deg] [Btulhr. Sf. F] [Btu/sf. F] lb/cf] [h.sf.FBtu] In Zone: SALES 1 ROOF Mtl Bldg Roof/R-19 131.00 131.00 1 17161.0 0.00 0.0492 1.34 9.49 20.3 B att In Zone: SERVICE AREA 1 ROOF Mtl Bldg Roof/R-19 70.00 70.00 1 4900.0 0.00 0.0492 1.34 9.49 20.3 Batt Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area Btu/hr sf F] IN IN Sf] [Sf] In Zone: In Roof. Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R -Value ft] ft] plier sf] Btu/hr. sf. F] [Btu/sf. F] [lb/cf] h.sf.F/Btu] In Zone: SALES 1 floor CONCRETE 131.00 131.00 1 17161.0 0.5987 9.33 140.00 1.67 0 FLOOR WITH VINYL COVERING In Zone: SALES OFFICE 10/12/2017 EnergyGauge Summit® v5.20 5 1 Pr0Zo5F11 CONCRETE 300.00 1.00 1 300.0 0.5987 9.33 140.00 1.67 FLOOR WITH Cooling System Heating System Air Handling System -Supply Air Distribution System (Sup) Air Distribution System (Ret) 120000.00 11.80 12.80 40956.00 1.00 4000.00 0.30 6.00 6.00 VINYL COVERING In Zone: ACCOUNTING 1 FLOOR CONCRETE 940.00 1.00 1 940.0 0.5987 9.33 140.00 1.67 FLOOR WITH VINYL COVERING In Zone: SERVICE OFFICES 1 FLOOR CONCRETE 560.00 1.00 1 560.0 0.5987 9.33 140.00 1.67 FLOOR WITH VINYL COVERING In Zone: SERVICE AREA 1 FLOOR CONCRETE 70.00 70.00 1 4900.0 0.5987 9.33 140.00 1.67 FLOOR WITH VINYL COVERING 10/12/2017 EnergyGauge Summit® v5.20 C Systems SALES SALES Constant Volume Packaged System No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 3 4 5 Cooling System Heating System Air Handling System -Supply Air Distribution System (Sup) Air Distribution System (Ret) 120000.00 11.80 12.80 40956.00 1.00 4000.00 0.30 6.00 6.00 10/12/2017 EnergyGauge Summit® v5.20 C SALES OFFICE SALES OFFICES Constant Volume Air Cooled Split No. Of Units 1 System < 65600 Btu/hr Component Category Capacity'` Efficiency IPLV 1 Cooling System 36000.00 13.00 11.00 2 Heating System 7850.00 1.00 3 Air Handling System -Supply 800.00 0.30 E:1 4 Air Distribution System (Sup) 6.00 5 Air Distribution System (Ret) 6.00 ACCOUNTING System 7 Constant Volume Air Cooled Single No. Of Units 1 Package System < 65000 Btu/hr Component Category Capacity Efficiency IPLV 1 Cooling System 36000.00 13.00 11.00 F-1 2 Heating System 22185.00 1.00 3 Air Handling System -Supply 1200.00 0.30 4 Air Distribution System (Sup) 6.00 EJ 5 Air Distribution System (Ret) SERVICE System 8 Constant Volume Air Cooled Single No. Of Units 1 OFFICES Package System < 65000 Btu/hr Component Category Capacity Efficiency IPLV 1 Cooling System 36000.00 13.00 11.00 2 Heating System 22185.00 1.00 3 Air Handling System -Supply 1200.00 0.30 4 Air Distribution System (Sup) 6.00 5 Air Distribution System (Ret) 6.00 10/12/2017 EnergyGauge Summit® v5.20 7 SERVICE AREA System 9 Constant Volume Packaged System No. Of Units 2 Component Category Capacity Efficiency IPLV 1 Cooling System 2 Heating System 3 Air Handling System -Supply 4 Air Distribution System (Sup) 5 Air Distribution System (Ret) 150000.00 40956.00 5000.00' 11.00 11.80 1.00 0.40 6.00 6.00 Equipment Plant Category Size Inst.No Eff. IPLV W -Heater Description Water Beaters Capacit3Cap.Unit I/P Rt. Efficiency Loss 1 Electric water heater 30 [Gal] 6 [kW] 0.9500 [Ef] 0.9500 [Btu/h] E111 Ext -Lighting Description Category No. of Watts per Area/Len/No. of units Control Type Wattage Luminaires Luminaire [sf/ft/No] [W] No Type 1 Domestic and Service Hot Water Systems Piping Operating Insulation Temperature Conductivity F] [ Btu-in/h.sf.F] 105.00 0.28 - Nomonal pipe Insulation Is Runout? Diameter Thickness in] [in] 0.25 0.75 Yes 10/12/2017 EnergyGauge Summit® v5.20 8 I Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance Btu/h.sf.F] ApLbWndl4 User Defined 1 0.2900 0.2400 0.2400 10/12/2017 EnergyGauge Summit@ v5.20 9 Materials Used Only R -Value RValue Thickness Conductivity Density SpecificHeat Mat No Acronym Description Used h.sf.F/Btu] IN Btu/h.ft.F] lb/cf) Btu/lb.F] 94 at194 BUILl-UPROUPING, 178TIq No 0.3366 U.0313 45 Mat145 8 in. Heavyweight concrete No 0.6670 0.6670 1.0000 140.00 0.2000 7 Mat17 Gyp or Plaster Finish No 0.1738 0.0417 0.2400 78.00 0.2600 42 Mat142 8 in. Lightweight concrete No 2.0212 0.6670 0.3300 38.00 0.2000 block 29 Mat129 1.36 in. Insulation No 4.5440 0.1136 0.0250 5.70 0.2000 264 Mat1264 ALUMINUM, 1/16 IN No 0.0002 0.0050 26.0000 480.00 0.1000 214 Mat1214 POLYSTYRENE, EXP., No 5.2100 0.1042 0.0200 1.80 0.2900 1-1/41N, 187 Matl187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 B OARD,1 /2IN 151 Matll51 CONC HW, DRD, 140LB, No 0.4403 0.3333 0.7570 140.00 0.2000 41N 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 105 Matt 105 CONC BLK HW, 8IN, No 1.1002 0.6667 0.6060 69.00 0.2000 HOLLOW 269 Mat1269 75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 Constructs Used 10/12/2017 EnergyGauge Summit@ v5.20 9 10/12/2017 EnergyGauge Summit® v5.20 10 Simple Massless. Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sLF] Btu/sf.F] Ib/cf] h.sf.F/Btu] 1014 8"CMU/3/4"ISO BTWN24"oc/5/8 Gyp No No 0.26 9.70 62.72 3.8 Layer Material Material Thickness Framing No. ft] Factor 1 105 CONC BLK HW, 8IN, HOLLOW 0.6667 0.000 2 269 75" ISO BTWN24" oc 0.0625 0.000 3 187 GYP OR PLAS BOARD, 1/21N 0.0417 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] Btu/sf.F] lb/cf] h.sf.F/Btu] 1030 Paper Honeycomb core No Yes 1.07 0.9 Layer Material Material Thickness Framing No. IN Factor 1 281 Paper Honeycomb core 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] Btu/sf.F] Ib/cf] h.sf.FBtu] 1047 Mtl Bldg Roof/R-19 Batt No No 0.05 1.34 9.49 20.3 Layer Material Material Thickness Framing No. IN Factor 1 94 BUILT-UP ROOFING, 3/81N 0.0313 0.000 2 23 6 in. Insulation 0.5000 0.000 10/12/2017 EnergyGauge Summit® v5.20 10 10/12/2017 EnergyGauge Summit® v5.20 11 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] Btu/sf.F] lb/cf] h.sf.F/Btu] 1.052 8 IN TILT WALL 1" INSULATION No. No 0.15 6.04 35.57 6.7 Layer Material Material Thickness Framing No. ft] Factor 1 42 8 in. Lightweight concrete block 0.6670 0.000 2 29 1.36 in. Insulation 0.1136 0.000 3 7 Gyp or Plaster Finish 0.0417 0.000 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] Btu/sf.F] lb/cf] h.sf.F/Btu] 1056 8 IN TILT WALL (NO INSULATION) No No 1.50 18.68 140.00 0.7 Layer Material Material Thickness Framing No. ft] Factor 1 45 8 in. Heavyweight concrete 0.6670 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] Btu/sf.F] Ib/cfJ h.sf.F/Btu] 1062 INSULATED ROLLUP DOOR No No 0.19 0.53 43.67 5.2 Layer Material Material Thickness Framing No. ft] Factor 1 264 ALUMINUM, 1/16 IN 0.0050 0.000 2 214 POLYSTYRENE, EXP., 1-1/4IN, 0.1042 0.000 3 264 ALUMINUM, 1/16 IN 0.0050 0.000 10/12/2017 EnergyGauge Summit® v5.20 11 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] lb/cf] [h.sf.F/Btu] 1065 CONCRETE FLOOR WITH VINYL No No 0.60 9.33 140.00 1.7 COVERING Layer Material Material Thickness Framing No. ft] Factor 1 151 CONC HW, DRD, 140LB, 41N 0.3333 0.000 2 178 CARPET W/RUBBER PAD 0.000 10/12/2017 EnergyGauge Summit® v5.20 12 SKYPOWER SPORTS HVAC Load Analysis for C4 ARCHITECTURE r a C C[IMOIAx, HVAC L oADs Prepared By: Thomas Jaeger Eiermann Engineering Inc. Tuesday, October 3, 2017 Building Summary Loads Building peaks in August at 7pm. Bldg Load ,Area Sen %Tot Lat Sen Net %Net Des'cn tions „ Quan Gain, Gain. Gain ;Gain':. Loss Roof 22,361 44,191 7.35 0 56,032 56,032 6.50 Wall 14,272 261,355 Glass 778 26,243 Floor Slab 0 0 Skin Loads 0.00 331,789 Lighting 23,000 0 Equipment 7,300 0 People 63 0 Partition 0 0 Cool. Pret. 0 0 Heat. Pret. 0 0 Cool. Vent. 6,151 0 Heat. Vent. 6,151 202,491 Cool. lnfil. 768 0 Heat.lnfil. 768 32,713 Draw-Thru Fan 0 0 Blow-Thru Fan 0 0 Reserve Cap. 0 0 Reheat Cap. 0 0 Supply Duct 0 21,220 Return Duct 0 12,779 Misc. Supply 0 0 Misc. Return 0 0 Building Totals 0 600,993 43.49 0 192,859 192,859 22.36 4.37 0 9,926 9,926 1.15 0.00 0 0 0 0.00 55.21 0 258,817 258,817 30.00 0.00 0 86,327 86,327 10.01 0.00 0 27,399 27,399 3.18 0.00 17,325 17,325 34,650 4.02 0.00 0 0 0 0.00 0.00 0 0 0 0.00 0.00 0 0 0 0.00 0.00 208,440 83,259 291,699 33.82 33.69 0 0 0 0.00 0.00 30,780 13,144 43,924 5.09 5.44 0 0 0 0.00 0.00 0 11,554 11,554 1.34 0.00 0 0 0 0.00 0.00 0 0 0 0.00 0.00 0 0 0 0.00 3.53 0 54,110 54,110 6.27 2.13 0 54,111 54,111 6.27 0.00 0 0 0 0.00 0.00 0 0 0 0.00 100.00 256,545 606,046 862,591 100.00 Building a Sen %Tot Lat Sen ,, Net %Net Summaru,.;..:Lo$s. Loss .a Gain =Gam , Galn . Gam< Ventilation 202,491 33.69 208,440 83,259 291,699 33.82 Infiltration 32,713 5.44 30,780 13,144 43,924 5.09 Pretreated Air 0 0.00 0 0 0 0.00 Zone,Loads 331,789 55.21 17,325 389,869 407,494 47.21 Plenum Loads 0 0.00 0 0 0 0.00 Fan & Duct Loads 33,999 5.66 0 119,775 119,775 13.89 Building Totals 600,993 100.00 256,545 606,046 862,591 100.00 Check FI uses Total Building Supply Air (based on a 18° TD): 24,685 CFM Total Building Vent. Air (24.92% of Supply): 6,151 CFM Total Conditioned Air Space: 23,861 Sq.ft Supply Air Per Unit Area: 1.0345 CFM/Sq.ft Area Per Cooling Capacity: 331.9442 Sq.ft/Ton Cooling Capacity Per Area: 0.0030 Tons/Sq.ft Total Heating Required With Outside Air: 600,993 Btuh Total Cooling Required With Outside Air: 71.88 Tons FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 AM Air Handler #1 Summary Loads FILESVR\Share\Shared7Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 A 17,161 262,750 285,069 27,559 Direct Direct Showroom 1 30 5,549 17,848 0 2,134 2,134 Spm June 343,220 0.32 1.04 0 2,134 2,134 Zone Peak Totals: 17,161 262,750 285,069 27,559 Total Zones: 1 30 5,549 17,848 0 2,134 2,134 Unique Zones: 1 343,220 0.32 1.04 0 2,134 2,134 FILESVR\Share\Shared7Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 A FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 AM CHVAC Full Commercial HVAC Loads Calculation Program Stware Development, lncEIte:of Eiermann Engineenng Inc SKYPOWER SPORTS` Orlando,.FL °32'804. Air Handler #1 Total Load Summary Air Handler Description: Showroom Constant Volume - Proportion Supply Air Fan: Draw-Thru with program estimated horsepower of 3.30 HP Fan Input: 85% motor and fan efficiency with 1 in. water across the fan Sensible Heat Ratio: 0.91 This system occurs 1 time(s) in the building. --- Air System Peak Time: 7pm in August. Outdoor Conditions: 880 DB, 760 WB, 115.31 grains Because of the diversity in zone, plenum and ventilation loads, the zone sensible peak time in June at 9pm is different from the total system peak time, hence the air system CFM was computed using a zone sensible load of 285,069. Summer: Ventilation controls outside air, ----- Winter: Ventilation controls outside air. Zone Space sensible loss: 236,342 Btuh Infiltration sensible loss: 26,408 Btuh 572 CFM Outside Air sensible loss: 89,560 Btuh 2,134 CFM Supply Duct sensible loss: 11,943 Btuh Return Duct sensible loss: 11,943 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: 376,196 Btuh Heating Supply Air: 274,693 / (.996 X 1.08 X 46) = 5,549 CFM Winter Vent Outside Air (38.5% of supply) = 2,134 CFM Zone space sensible gain: 269,785 Btuh Infiltration sensible gain: 10,717 Btuh Draw-thru fan sensible gain: 8,354 Btuh Supply duct sensible gain: 39,123 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: 327,979 Btuh Cooling Supply Air: 332,545 / (.996 X 1.1 X 17) = 17,848 CFM Summer Vent Outside Air (12.0% of supply) = 2,134 CFM Return duct sensible gain: 39,123 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 37,423 Btuh 2,134 CFM Blow-thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: 76,546 Btuh Total sensible gain on air handling system: 404,525' Btuh Zone space latent gain: 8,250 Btuh Infiltration latent gain:. 24,186 Btuh Outside air latent gain: 83,934 Btuh Total latent gain on air handling system: 116,370 Btuh Total system sensible and latent gain: 520,895 Btuh Check Fi A' ures =,, r ' Total Air Handler Supply Air (based on a 17° TD): 17,848 CFM Total Air Handler Vent. Air (11.96% of Supply): 2,134 CFM Total Conditioned Air Space: 17,161 Sq.ft Supply Air Per Unit Area: 1.0400 CFM/Sq.ft Area Per Cooling Capacity: 395.3426 Sq.ft/Ton Cooling Capacity Per Area: 0.0025 Tons/Sq.ft Total Heating Required With Outside Air: 376,196 Btuh Total Cooling Required With Outside Air: 43.41 Tons FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 AM FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 AM CH Full Commercial HVAC Loads Calculation Program Elite Software Development, lnc=. Eiermann Engin`eenng Inc SKYPOWER SPORTS Orla"ritlo, FL-r 3280,4 , e.. Pa 'e 5 Air Handler #2 Summary Loads Zn Area Htg Loss Sen',Galn Lat Galn Htg O A `ClgDesclptionNoPe°ople HtgCFM Cig CFM S Exh Req CFM Req CFMPeakTlmevolume , .CFM/S ft CFM/S ft, Vv' Exh Act CFM ,:.Act CFM 300 6,928 9,016 719 Direct Direct Showroom Offices 2 2 146 564 0 28 28 Spm June 3,000 0.49 1.88 0 28 28 Zone Peak Totals: 300 6,928 9,016 719 Total Zones: 1 2 146 564 0 28 28 Unique Zones: 1 3,000 0.49 1.88 0 28 28 FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 AM FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 AM CHVAC Full Commercial HVAC Loatls Calculation Program Elite Softwa'r`e Development, Inc:' Eiermann Engineering ln'c SKYPOWER SPORTS: Orlando, FL.32804 " P.a `e.6 Air Handler #2 Total Load Summary Air Handler Description: Showroom Offices Constant Volume - Proportion Supply Air Fan: Draw-Thru with program estimated horsepower of 0.10 HP Fan Input: 85% motor and fan efficiency with 1 in. water across the fan Sensible Heat Ratio: 0.93 This system occurs 1 time(s) in the building. --- Air System Peak. Time: 9pm in August. Outdoor Conditions: 830 DB, 75° WB, 115.75 grains Because of the diversity in zone, plenum and ventilation loads, the zone sensible peak time in June at 9pm is different from the total system peak time, hence the air system CFM was computed using a zone sensible load of 9,016. Summer: Ventilation controls outside air, ----- Winter: Ventilation controls outside air. Zone Space sensible loss: 6,697 Btuh Infiltration sensible loss: 231 Btuh 5 CFM Outside Air sensible loss: 1,175 Btuh 28 CFM Supply Duct sensible loss: 315 Btuh Return Duct sensible loss: 315 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: 8,732 Btuh Heating Supply Air: 7,242 / (.996 X 1.08 X 46) _ 146 CFM Winter Vent Outside.Air (19.1 % of supply) = 28 CFM Zone space sensible gain: 8,881 Btuh Infiltration sensible. gain: 66 Btuh Draw-thru fan sensible gain: 264 Btuh Supply duct sensible gain: 1,237 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply,side of coil: 10,448 Btuh Cooling Supply Air: 10,517 / (.996 X 1.1 X 17) = 564 CFM Summer Vent Outside Air (5.0% of supply) = 28 CFM Return duct sensible gain: 1,237 Btuh Return plenum'sensible gain: 0 Btuh Outside air sensible gain: 338 Btuh 28 CFM Blow-thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: 1,575 Btuh Total sensiblegain on air handling system: 12,023 Btuh Zone space latent,gain: 550 Btuh Infiltration latent gain: 213 Btuh Outside air latent gain: 1,139 Btuh Total latent gain on air handling system: 1,902 Btuh Total system sensible and latent gain: 13,925 Btuh Check FI uses, x Total Air Handler Supply Air basedppy ( on a 17° TD): 564 CFM Total Air Handler Vent. Air (4.96% of Supply): 28 CFM Total Conditioned Air Space: 300 Sq.ft Supply Air Per Unit Area: 1.8814 CFM/Sq.ft Area Per. Cooling Capacity: 258.5278 Sq.ft/Ton Cooling Capacity Per Area: 0.0039 Tons/Sq.ft Total Heating Required With Outside Air: 8,732 Btuh Total Cooling Required With Outside Air: 1.16 Tons FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 AM k\FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 AM CHVAG Full Commercial HVAC Loads Calculation Program Ehte Software Development, Inc Eiermann Engirieenng Inc "' 3 ; `SKYPOUVER SPORTS OFlando,_FL°...32804,.,._,,.x . ..; Pa' s e 8 Air Handler #3 Total Load Summary Air Handler Description: Accounting/break/restrooms Constant Volume - Proportion Supply Air Fan: Draw-Thru with program estimated horsepower of 0.16 HP Fan Input: 85% motor and fan efficiency with 1 in. water across the fan Sensible Heat Ratio: 0.87 --- This system occurs 1 time(s) in the building. --- Air System Peak Time: 5pm in August. Outdoor Conditions: 92° DB, 77° WB, 116.27 grains Because of the diversity in zone, plenum and ventilation loads, the zone sensible peak time in July at 5pm is different from the total system peak time, hence the air system CFM was computed using a zone sensible load of 13,973. Summer: Ventilation controls outside air, ----- Winter: Ventilation controls outside air. Zone Space sensible loss: 2,523 Btuh Infiltration sensible loss: 854 Btuh 19 CFM Outside Air sensible loss: 10,366 Btuh 247 CFM Supply Duct sensible loss: 532 Btuh Return Duct sensible loss: 0 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: 14,274 Btuh Heating Supply Air: 3,908 / (.996 X 1.08 X 15) = 247 CFM Winter Vent Outside Air (100.0% of supply) = 247 CFM Zone space sensible gain: 13,505 Btuh Infiltration sensible gain: 448 Btuh Draw-thru fan sensible gain: 409 Btuh Supply duct sensible gain: 1,918 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: 16,280 Btuh Cooling Supply Air: 16,301 / (.996 X 1.1 X 17) = 875 CFM Summer Vent Outside Air (28.2% of supply) = 247 CFM Return duct sensible gain: 1,918 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 5,414 Btuh 247 CFM Blow-thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: 7,332 Btuh Total sensible gain on air handling system: 23,613 Btuh Zone space latent gain: 1,650 Btuh Infiltration latent gain: 795 Btuh Outside air latent gain: 9,683 Btuh Total latent gain on air handling system: 12,128 Btuh Total system sensible and latent gain: 35,741 Btuh Total Air Handler Supply Air (based on a 17° TD): 875 CFM Total Air Handler Vent. Air (28.23% of Supply): 247 CFM Total Conditioned Air Space: 940 Sq.ft Supply Air Per Unit Area: 0.9307 CFM/Sq.ft Area Per Cooling Capacity: 315.6068 Sq.ft/Ton Cooling Capacity Per Area: 0.0032 Tons/Sq.ft Total Heating Required With Outside Air: 14,274 Btuh Total Cooling Required With Outside Air: 2.98 Tons FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 AM FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10`.05 AM CHVAC Full Commercial HVAC Loads Calculation Program Elite Software Development, Inc Eiermann Engireenng Inc SKYPOWER SPORTS; qOrlando,age,9 j Air Handler #4 Summary Loads Zn} Area . HtgiLoss Sen Gale Lat Gain Htg O A CIg O A Descnptlon, No _ People Tlmn Htg CFM Clg CFM; S Exh Req CFM Req OFM' Peak Volume,C.FM/S. ft CFM/S ft W Exh Act;GFM Act.CFM 120 2,705 3,394 332 20/P 20/P Service Office 7 1 52 167 0 20 20 9pm July 1,200 0.44 1.39 0 14 14 440 9,798 13,016 1,307 Direct Direct Service Writeup8 4 190 639 0 47 47 Spm July 4,400 0.43 1.45 0 53 53 Zone Peak Totals: 560 12,503 16,409 1,639 Total Zones: 2 5 242 806 0 67 67 Unique Zones: 2 5,600 0.43 1.44 0 67 67 FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10`.05 AM FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October, 3, 2017, 10:05 AM CHVAC Full Commercial HVLoads Calculation P--" AC Elite Software Development;.,lnc ; Eiermann Engrneenng Inc SKYPOWER SPORTS. Orlando, FL_;32804 Pae 10,` Air Handler #4 Total Load Summary Air Handler Description: Service Offices Constant Volume - Proportion Supply Air Fan: Draw-Thru with program estimated horsepower of 0.15 HP Fan Input: 85% motor and fan efficiency with 1 in. water across the fan Sensible Heat Ratio: 0.92 This system occurs 1 time(s) in the building. --- Air System Peak Time: 9pm in August. Outdoor Conditions: 83° DB, 75° WB, 115.75 grains Because of the diversity in zone, plenum and ventilation loads, the zone sensible peak time in July at 9pm is different from the total system peak time, hence the air system CFM was computed using a zone sensible load of 16,409. Summer: Ventilation controls outside air, ----- Winter: Ventilation controls outside air. Zone Space sensible loss: 12,116 Btuh Infiltration sensible loss: 387 Btuh 9 CFM Outside Air sensible loss: 2,523 Btuh 67 CFM Supply Duct sensible loss: 521 Btuh Return Duct sensible loss: 521 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: 16,068 Btuh Heating Supply Air: 13,024 / (.996 X 1.08 X 50) = 242 CFM Winter Vent Outside Air (27.7% of supply) = 67 CFM Zone space sensible gain: 16,281 Btuh Infiltration sensible gain`. 56 Btuh Draw-thru fan sensible gain: 377 Btuh Supply duct sensible gain: 1,767 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: 18,481 Btuh, Cooling' Supply Air: 18,553 / (.996 X 1.1 X 21) = 806 CFM Summer Vent Outside Air (8.3% of supply) = 67 CFM Return duct sensible gain: 1,767 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 367 Btuh 67 CFM Blow-thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: 2,134 Btuh Total sensible gain on air handling system: 20,615 Btuh Zone space latent gain: 1,375 Btuh Infiltration latent gain: 306 Btuh Outside air latent gain: 2,125 Btuh Total latent gain on air handling system: 3,806 Btuh Total system sensible and latent gain: 24,421 'Btuh Check FI ores Total Air Handler Supply Air (based on a 21' TD): 806 CFM Total Air Handler Vent. Air (8.31 % of Supply): 67 CFM Total Conditioned Air Space: 560 Sq.ft Supply Air Per Unit Area: 1.4394 CFM/Sq.ft Area Per Cooling Capacity: 275.1734 Sq.ft/Ton Cooling Capacity Per Area: 0.0036 Tons/Sq.ft Total Heating Required With Outside Air: 16,068 Btuh Total Cooling Required With Outside Air: 2.04 Tons FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October, 3, 2017, 10:05 AM UFILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 AM CHVAC Full Commercial HVAC Loads Calculation Program Elite Software Development,'Inc., Eierma"nn Engireenng Inc" SKYPOWER SPORTS z P, a e 11' Air Handler #5 Summary Loads Zn r Area4 Htg Loss Sen Galn Lat Galn Htg O A Clg O;A Descrl tion, SS s t No P, 3t People HtgrCFM Clg CFM. S Exh Req CF:My Req CFM: C,FM' Act 4,900 78,946 93,476 9,405 Direct Direct Service Area g 20 3,675 4,592 0 3,675 3,675 Spm June 98,000 0.75 0.94 0 3,675 3,675 Zone Peak Totals: 4,900 78,946 93,476 9,405 Total Zones: 1 20 3,675 4,592 0 3,675 3,675 Unique Zones: 1 98,000 0.75 0.94 0 3,675 3,675 UFILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 AM Air Handler #5 Total Load Summary Air Handier Description: Service Area Constant Volume - Proportion Supply Air Fan: Draw-Thru with program estimated horsepower of 0.85 HP Fan Input: 85% motor and fan efficiency with 1 in. water across the fan Sensible Heat Ratio: 0.91 --- This system occurs 1 time(s) in the building. --- Air System Peak Time: 5pm in August. Outdoor Conditions: 92° DB, 77° WB, 116.27 grains Because of the diversity in zone, plenum and ventilation loads, the zone sensible peak time in June at 9pm is different from the total system peak time, hence the air system CFM was computed using a zone sensible load of 93,476. Summer: Ventilation controls outside air, ----- Winter: Ventilation controls outside air. Zone Space sensible loss: 74,113 Btuh Infiltration sensible loss: 4,833 Btuh 163 CFM Outside Air sensible loss: 98,867 Btuh 3,675 CFM Supply Duct sensible loss: 7,909 Btuh Return Duct sensible loss: 0 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: 185,722 185,722 Btuh Heating Supply Air: 86,855 / (.996 X 1.08 X 22) = 4,592 3,675 CFM Total Air Handler Vent. Air (80.03% of Supply): Winter Vent Outside Air (100.0% of supply) = CFM 3,675 CFM 4,900 Zone space sensible gain: 72,494 Btuh 0.9371 CFM/Sq.ft Infiltration sensible gain: 2,777 Btuh Sq.ft/Ton Cooling Capacity Per Area: Draw-thru fan sensible gain: 2,149 Btuh Total Heating Required With Outside Air: 185,722 Supply duct sensible gain: 10,066 Btuh 23.00 Tons Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: 87,485 Btuh Cooling Supply Air,- 105,691 / (.996 X 1.1 X 21) = 4,592 CFM Summer Vent Outside Air (80.0% of supply) = 3,675 CFM Return duct sensible gain: 10,066 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: --56,391 Btuh 3,675 CFM Blow-thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: 66,457 Btuh Total sensible gain on air handling system: 153,942 Btuh Zone space latent gain: 5,500 Btuh Infiltration; latent gain: 5,414 Btuh Outside air latent gain: 111,174 Btuh Total latent gain on air handling system: 122,088 Btuh Total system sensible and latent gain: 276,030 Btuh Total Air Handler Supply Air (based on a 21' TD): 4,592 CFM Total Air Handler Vent. Air (80.03% of Supply): 3,675 CFM Total Conditioned Air Space: 4,900 Sq.ft Supply Air Per Unit Area: 0.9371 CFM/Sq.ft Area Per Cooling Capacity: 213.0202 Sq.ft/Ton Cooling Capacity Per Area: 0.0047 Tons/Sq.ft Total Heating Required With Outside Air: 185,722 Btuh Total Cooling Required With Outside Air: 23.00 Tons FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 AM FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 AM CHVAC Full Commercial HVAC Loads Calculation Program Ehte Software Development, lnc:' Eiermann Engineering Inc x SICYPOWER SPORTS• OPlando',:FL32804„ ..' Pa a-13 Zone Detailed Loads (At Zone Peak Times) Load777777777777777777,, Unit SC CLTD, U Fac` - Sen Lat: Ht Ht94: Desch tlon ` Quan ., ' CFAC SHGE. CLF- , Gam , . Gain Mult Losse Zone =1 Showroori, eaks sensible ' in June atx 9'0m,.Air:Hantller 1;, Grou `0 Roof-1-8-Susp.0-D 17,161 1.00 53.1 0.050 45,584 1.950 33,464 Wall -1 -E -C -M 3,560 0.83 28.7 0.490 50,134 19.110 68,032 Wall -2 -S -C -M 1,622 0.83 22.3 0.490 17,730 19.110 30,996 Wall -3 -W -C -M 3,350._ 0.83 34.6 0.490 56,714 19.110 64,019 GIs -S -5 -90 -Tran 288.0 1.000 12 0.800 2,650 31.200 8,986 O%S-0-M-WS-Solar 288.0 0.000 25 0.080 0 GIs -S -3 -90 -Tran 90.0 1.000 12 0.800 828 31.200 2,808 0%S -0 -M -WS -Solar 90.0 0.000 25 0.080 0 GIs -W -3 -90 -Tran 90.0 1.000 12 0.800 828 31.200 2,808 O%S-0-M-WS7Solar 90.0 0.000 199 0.100 0 GIs -W -4 -90 -Tran 120.0 1.000 12 0.800 1,104 31.200 3,744 0%S -0 -M -WS -Solar 120.0 0.000 199 0.100 0 Lights-Prof=1 17,280 1.000 58,962 Equipment-Prof=1 3,000 1.000 10,236 0 People-Prof=1 30.0 1.000 7,500 7,500 Cool. Infil.AC/hr 572 6,884 17,554 Heat.Infil.AC/hr 572 41.968 24,007. Sub -total 259,153 25,054 238,863 Safety factors: 10% 10% 10% Total w/ safety factors: 285,069 27,559 262,750 Zone'2 Showroom `Offices; eaks. sensible °in June;at,9 m; Air Handler 2"Groff' 0; Roof-1-8-Susp,C-D 300 1.00 53.1 0.050 797 1.950 585 Wall -1 -W -C -M 190 0.83 34.6 0.490 3,217 19.110 3,631 GIs -W -1 -90 -Tran 60.0 1.000 12 0.800 552 31.200 1,872 06/oS-0-M-WS-Solar 60.0 0.000 199 0.100 0 Lights-Prof=1 300 1.000 1,024 Equipment-Prof=1 600 1.000 2,047 0 People-Prof=1 2.0 1.000 500 500 Cool. Infil.AC/hr 5 60 153 Heat.Infil.AC/hr 5 41.968 210 Sub -total 8,197 653 6,298 Safety factors: 10% 10% 10% Total w/ safety factors: 9,016 719 6,928 Zone43 Paits`;Stora e, ea.ks sensible . In °Jul at 5 m, Air Handler 3, Grou 0 Wall -1 -E -C -M 120 0.83 30.4 0.490 1,788 1.9.110 2,293 Lights-Prof=1 170 1.000 580 Cool. InfII.AC/hr 6 125 197 Heat.lnfil.AC/hr 6 41.968 238 Sub -total 2,492 197 2,531 Safety factors: 10% 10% 10% Total w/ safety factors: 2,742 217 2,784 Zone 4:Accountineaks`sen°sible'"in Jul at 3 Air Handler 3, Gu Q. m, ro FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 AM FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 AM CHVAC Full Commercial HVAC Loads Calculation Program : Elite Software Development,°:Inc Eiermann Engi,neernng Inc' SKYPOWER SPORTS' Osla"niio,,FL 32804.. .;. ... Page" .14 i Zone Detailed Loads (At Zone Peak Times) (cont'd) Load,' Unit SdC CLTD UFac :Sen Lat Htg. Htg, Desch tion; , Quasi CFAC SHGF -CLFI Gam Gain Mult. Loss- Lights-Prof=1 250 1.000 853 Equipment-Prof=1 1,600 1.000 5,459 0 People-Prof=1 2.0 1.000 500 500 Cool. Infil.AC/hr 4 100 136 Heat. lnfil.AC/hr 4 41.968 175 Sub -total 6,913 636 175 Safety factors: 10% 10% 10% Total w/ safety factors: 7,604 700 192 5 7W eaks,. sensible' ,in Jta `.,at3" m,. Air Handler 3; Groia n0 Lights-Prof=1 170 1.000 580 Equipment-Prof=1 100 1.000 341 0 People-Prof=1 4.0 1.000 1,000 1,000 Cool.Infil.AC/hr 3 68 93 Heat. Infil.AC/hr 3 41.968 119 Sub -total 1,990 1,093 119 Safety factors: 10% 10% 10% Total w/ safety factors: 2,189 1,202 131 Z66e6 Restrooms. eaks' sensible `in_Jul',at3 m,.Air'Handler3,.Grou ' Q Lights-Prof=1 350 1.000 1,194 , Cool. Infll.AC/hr 6 141 191 Heat.lnfil.AC/hr 6 41.968 245 Sub -total 1,335 191 245 Safety factors: 10% 10% 10% Total w/ safety factors: 1,468 210 269 Zone 7 Service=off lce 0' Kt':( ensifjle i.n.:Jul .at9 rn;TAlr;Handler;4, Grou 0 Wall -1 -W -C -M 90 0.83 28.6 0.490 1,259 17.150 1,544 GIs -W -1 -90 -Tran 30.0 1.000 6 0.800 132 28.000 840 0%S -0 -M -WS -Solar 30.0 0.000 201 0.100 0 Lights-Prof=1 120 1.000 409 Equipment-Prof=1 300 1.000 1,024 0 People-Prof=1 1.0 1.000 250 250 Cool. Infil.AC/hr 2 11 51 Heat.Infil.AC/hr 2 37.664 75 Sub -total 3,085 301 2,459 Safety factors: 10% 10% 10% Total w/ safety factors: 3,394 332 2,705 Zone 8 Ser ice W,I iteu eaks.. sensible . in Jul "; at 9 m, 'Air Handler 4;Grou 0' Wall -1 -W -C -M 340 0.83 28.6 0.490 4,756 17.150 5,831 GIs -W -2 -90 -Tran 100.0 1.000 6 0.800 440 28.000 2,800 FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 AM Zone Detailed Loads (At Zone Peak Times) (cont'd) Load Unit SC CLTDf UFac Sen.° Lat ;Htg Ht g:` Descrl tl,on, , Q'uan CFAC , S.HGI=. GLF... ;, ". Gain , Gain Mult:, Loss' 0%S -0 -M -WS -Solar 100.0 0.000 201 0.100 0 Lights-Prof=1 440 1.000 1,501 Equipment-Prof=1 1,200 1.000 4,095 0 People-Prof=1 4.0 1.000 1,000 1,000 Cool. I nfll.AC/hr 7 40 189 Heat.Infil.AC/hr 7 37.664 276 Sub -total 11,832 1,189 8,907 Safety factors: 10% 10% 10% Total w/ safety factors: 13,016 1,307 9,798 Zone9 Service AFea:` eaks, sensible in' June-at;9 rrm, AIr,Handler:S,.-Gro`u ,0 Roof-1-8-Susp.0-D 4,900 1.00 47.1 0.050 11,546 1.250 6,125 Wall -1 -N -C -M 2,000 0.83 15.1 0.490 14,761 12.250 24,500 Wall -2 -E -C -M 1,500 0.83 22.7 0.490 16,714 12.250 18,375 Wall -3 -W -C -M 1,500 0.83 28.6 0.490 20,984 12.250 18,375 Lights-Prof=1 3,920 1.000 13,376 Equipment-Prof=1 500 1.000 1,706 0 People-Prof=1 20.0 1.000 5,000 5,000 Cool.lnfil.AC/hr 163 892 3,550 Heat.lnfil.AC/hr 163 26.903 4,394 Sub -total 84,978 8,550 71,769 Safety factors: 10% 10% 10% Total w/ safety factors: 93,476 9,405 78,946 FILESVR\Share\Shared-Cad\C4ARCH\2017-46 skypower sports\office.CHV Tuesday, October 3, 2017, 10:05 AM Li '= ; 1 JAN 2 5 208 sit. CITY OF BUILDING & FIRE PREVENTION PERMIT APPLICATION. Application No 17-3153 Documented Construction Value: $ 223,685.00. Job Address: 3710 W 1st Street Historic District: Yes No 0 Parcel II).: 16-19-30-SAC--0000-094BResidential commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move _Ej Descrip. tion of Works revise site li ting°including temporary pole Plan Review Contact Person: Sheryl Stevens Rinehart.... Titles Admin, Phone 407 -788 -3059 -ext 1.194 Fax: n%a. Email: sheryl.:slevens@tceleclric.com Property Owner Information Name. R&R Holdings of C`.eni-tal Floirich T.i.C; Phone: Street: 246" Molean; Pt City, State Zip:_ _ Winter Haven FL 33884 Resident of property? No contractor Information Name TH-City F.lectric-al Contractors sic Phone: 407-788-3500 Street:' 430 gest prive _ .. Fart n/a City, State Zip:. AltamonteSUrings FL 32714 State License, No:; EC4000981 Arch itectlEngineer] nforrtlation Name Street: Phone: Fax: City, St, Zip: E-mail: Bonding: Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR. PAYING TWICE FOR, IMPROVEMENTS TO YOUR PROPERTY:.. A NOTICE OF 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. T certify that no work or installation has commenced prior to the issuance of'a permit and that all work will be perforiiled "to incet standards of all laws regulating construction in, this. jurisdiction. i understand that .a separate permitmust be secured for electrical work, Plumbing, signs, wells, pools, furnaces, boilers; heaters, tarilcs, and air conditioners, etc. FISC 105:3 Shall be inscribed w ith thedate of,application and the code in effect as of that date: 5" Edition. (2014) Flo. rids Building Code Revised`: •.lune 30;'2015 Pcnn ii ,Application NOTICE: In addition to the requirementsof 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 othergovernmental entities such as water management districts, state agencies, or federal agencies. Acceptance of perinitJs verification' that I will notify the owner of the property of the requir'e'ntenls of Florida Lien Law, FS 713_ The City of Sanford requires payine,nt of a plait 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 wih be considered the estimated construction value of the job at the time of submittal. The actual construction valise 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 valve; credit will be" applied to your-perniit:'fees when the petmit'is issued. OWNER'S AFFIDAVIT.1 certify that all of the: foregoing information is accurate an"t" all work will be done in compliance with all applicable anis regulatotistructon ana zon9ng. Signature of.Ocvner/Agent Date Signature orContractor/Agent` Date " Rance Borderick_ Print Owner/Agent's Name Print-Contractor/Ag 1 C , , me l ,t. Signature ofNotary-State,of Florida' Date ig(taturc of_ tary-State f_Florida 5 Nli`t' fr(Rr i4orJ r} `I 20:39 C z; GA J3 rlar y yi cr Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical MechanicalE] Plttntbing Gas Roof F] 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: Ye's No # of Heads Fire Alarm Permit: Yes- NoO' APPROVALS ZONING: _ UTILITIES: WASTE WATER; ENGINEERING: FIRE': BUILDING: COMMENTS: Revised: lune 30.201'5 Permit Application Proposal - ELECTRICAL 430 West Drive Altamonte Springs, FL 32714 Phone.(40.7) 788-3500 Faxt (40,7) 332-1791' To-,, McKee Construction Date: 111111,2011, Proposal No.- PB -17-36 Revision Date: 12/11117 Attention: Alex Rafferty Page,. g 1, of Project Name: Sky Power Sports Location; West 15t street, Sanford FIL iNe;hereby propose to furnish labor; materials; tools, equipment and transportation for the following electrical installation: As specified on plans. work: Documents.used :Architectural Drawlings: E001, E002, E81 00, E101, E201, E202, E301, UO2, in preparation of E401,-. this Proposal: Alternate 1 -Add $18;400 for fire alarm. Alternate 2 -Deduct $10,000 for aluminum wire. VE Fixtures. Revised site lighting. Qualifications'and • inclusions:. Clarifications: o Permitting, inspections, approvals and tests. o Commissioning, start-up and owner/operatorinstructions. o Equipment identification and labeling for work described above: o Record as -built drawings `and O&M manuals where applicable: o Fire alarm, LV Solutions -$16;800 (Included in BID) o Conduit and circuitry to.irrigation and sign. $3,900 (Included in :BID) o T=2" telephone conduits. e Exclusions: o Normal maintenance including but not limited to: cleaning, torque and tightening o Asbestos (and other hazardous substances) identification, detection or abatement. o Patching and painting of finished surfaces. o Utility fees or costs, o Painting conduit o Patching, and painting finished surfaces o Concrete cutting/patching, i, • We intend to complete all work in accordance -with local & national electrical codes foi' the work described above. Repairs to existing wiring and systems that do not comply with codes or regulations are excluded unlessotherwi_se.noted herewith. Tri -City has made no, provisions for.additional cost and,time incurred for accessing or modifying existing underground connection point(s)-fpr existing _ } O 0 Y Tri -City Electrical" Contractors, Irnc., Proposal, continued utilities which are not installed per electrical code, minimum required depth, depths exceeding industrystandard; depths requiring supported excavation applications,.unforeseen underground conditions.whichwere not disclosed, or existing utilities not identified which come in conflict which ourwork. Repairs to existing inoperable equipment are excluded unless otherwise noted herewith.. We guarantee our workto be free from defects for one year from completion. Repairs to defective workmanship or materials within this;period will be made at no cost. This warranty excludes: unauthorized service, misuse, negligent care, improper maintenance, and reused products, items furnished by others, Jamps, unusual wear and, tear, vandalism, obsolescence,meather damage or other cause beyond Tri -City's control. Schedule: v Tri -City agrees to"furnish a sufficient number of qualified workers to perform the Work in sequence with a mutual schedule. The work will be performed during normal working hours. No provisions ,have been included for overtime, multiple shifts, weekend or"holiday work except where necessary, for shutdowns. o We anticipate a start date of February" 2018 with the" duration of our scope of work to be approximately 10 months throughout the course of the' project. . We will rely upon the work of other trades to'be completed in a'timely manner, prior to our follow-on work. Customer For Tri -City to properly perform the work, the customer shall, Responsibilities: wProvide a safe"work environment. j o Allow. access to the work site and: use of building services including but not . limited to: parking, water, restroornsand storage area. e Provide Tri -City with work rules and special instructions prior to the performance of the, work. Remove obstacles" from the work area(s) and keep areas clear of equipment, supplies and materials. Allow adequate timelphasing for the work and not impede or, del"aythe performance of Tri -City's work. e 'Provide information in the' customer's possession that may aid the performance i of the work such as: O&M manuals, operation instructions;; as -built drawings, I maintenance logs, utility records, etc. e Promptly notify Tri -City of any unusual operating conditions. o Allow Tri -City to stop start, shutdown, and turn-off"and'tum-on equipment as necessary, to perform the work. ', Tri -City .Electrical, Cont"Tactors, Inc. Proposal, continued The Drice for the work descrihed ahovewill tie as follows_' ayq. a"+'y N; t 1$hq 4 4 .5 3LSR f pq'pY "` [ 9 }4R l .: •. ik { .+ i, 1.'-' Terms/Deta.11s o BASE BID- 223,685.00 All applicable taxes are included. 100%0¢ueupon comp'";,Ition Net 30 days Morithly Progress payments. Net 30 day Included Per negotiations of certain terms and conditions of the Subcontract Agreement. PIM charged 16 overdue aceowits. This proposalls void if not accepted in writing within 3O. days of this date. Tri -City Eje:ctrical' Contractors, Int._ Signature _ _ Signatiiie Printed Neme " a i a ..Rick Chink Estimator Title Date This,documeot is.proprietary in nature, for the exclusive benefit.of Tri=City and fhe;8uyer only. This agreement is not to be disclosed to any other person, or entity unless required bylaw. i L4 OD AV v r A/xx 790 Monroe Road, Sanford, FL 32771: CONSTRUCTION CO. . (407) 323-1150 Fax (401) 323-9304 GENERAL CONTRACYOR's SUBCONTRACT AGREEMENT CONTRACTOR; McKee Construction.C-9. CONTRACT NO:. 2017A 2— 20 SUBCONTRACTOR:Tri-Clty.Electrical'c6ntractors, Inc. JOB NO: 2017-12 PROJECT: Sky Power Sports bATE:'December 20. 2017 ADDRESS: 3,710.W. -lit Street CODE: 46100 $ 213,685.00 Sanford, Florida 32771 16200 $ 18;400.00 CONTRACT PRICE ONCLUDES ALL TAXES),NOTTO EXCEED 232,085:00 WITH TEN (1W.) RETAINAGE. PAYABLE AS FOLLOWS: MONTHLY!, PROGRESS PAYMENTS SHALL BE BILLED ON OR BEFORE 2OTWOF MONTH FOR WORK THROUGH THE EN,D'.OF MONTH., PAYMENT BY THE OWNER TO MCKEE CONSTRUCTION CO. SHALL BEAN ABSOLUTE CONDITION PRECEDENT TO MCKEE CONSTRUCTION COi OBLIGATION TO MAKE INTERIMRM PROGRESS,PAYMENT TQ SUBCONTRACTOR, AND NO FUNDS SHALL BE OWED BY.MCKEE CONSTRUCTION CO. TO SUBCONTRACTOR UNLESS MCKEE CONSTRUCTION CO. IS PAID BY OWNER. ONLY I MCKEE CO I NSTRUCTION Co. -SUPPLIED PAY APPLICATION WILL BE ACCEPTED'FOR ALL PROGRESS AND RETAINAGE PAYMEN"T'S,"A"L I L LIEN LAWSS AREAPPLICABLE. FINAL PAYMENT BY OWNER TO MCKEE CONSTRUCTION CO. IS -A CONDITION PRECEDENT TO MCKEE CONSTRUCTION . Co. OBLIGATION TO MAKE FINAL I PAYMENT I " To SUBCONTRACTOR. , THE RELEASE I OF MCKEE' CONSTRUCTION CO. RETAINAGE BY THE OWNER ISA.CONDITlbhPREC-F6ENT"fCi-Td RELEASE OF SUBCONTRACTOR'S RETAINAGE BY MCKEE CONSTRUCTION CO. SUBCONTRACTOR AGREES TO DEFEND,'INDEMN,IFY'AND HOLD MCKEE CONISTRIUCTION CO. HARMLESS FROM THEIR ACTIVITIES, SUBCONTRACTORS PROPOSAL 'DOES NOT SUPERSEDE ANY AND ALLITEMS REQUIRED IN PLANS AND SPECIFICATIONS, FOR TOBEo PERFORMED ON PROJECT, UNLESS, SUBCONTRACTOR'S PROP6SAL.cHANd9S HiAVE't'EENAGREE'D I UPON I BY BOTH PARTIES AT PRIMING STAGE,: OF PROJECT. (SC OPEOF,WORK . IMPuTEN. SCHEDULE MUST BE PROVIDEDPROR T01STAPPUCA77ON:FOR PAYMENT PROCESSFDI 1.Subc6ntractofagrees to participate in weekly Jobsite, and Safety meefing's,on site. Meeting will discuss project and issues1hat mayarise'during constructionstruction of project. con Subcontractor Is responsibl6foir updating'McKee,Constructlon Col. in regards to, schedule, -material availability.and general progress ofsubcontractorscope of work on a weekly basis; 21.Subco'n'tractor agrees to peftonn all labor in'a workmanlike manner, to prosecute sal , d'workinaccordance With dontractors tcheduie and to completeA work 19 a prompt. and,professional,manner., Subcontract6r,is retiuired to,clean up scope of work job debris on a daily basis, failure to maintainthis policy Will resul tln McKee Construction Co. rquIred'bylaw, and Public Liability and Property Damage .insura - nce mis reasonably necessaryI to Insure Against the risk arising but bf4fils cohtndt A-6itfic-atb of inturaneels to be received by the Contractor within three (3) days followingng theexecution of thiscohtiractinin6 case will,anyvidrkbe:commenced priorto receipt of the, Prioro lh f 6 becate,by the Contractor. e completion o work operations on this prope'rtyj none of the above Insurance is tobe,cancelledj changed,otallowid tolapsd until 30, daysprior written notice has been,giVen to the Contractor." 4.1n addition to stapda,rdm,an.uf.a.ctu.r,e,esw2,rranti.es fo.r.any equipment Installed byI Subcontractor, Subcontractor guarantees all work againstdefects from the use of Inferior or deflective Materials, equipment or workmanship for one year from the date of occupancy by the owner (Certificate of Occupancy I Certificate of Completions. All repairs or, , changes required ih connection with this Guarantee will be performed prqmptly'Atthe Sulticontiactor's expense. 6. Subcontractor required to acknowledge McKee Construction Co. safety policies -manual on site; and adhere to all such policies. McKee Construction' Co. requires hard hats to be worn at all times onjopsite, failureto' adhere to,t1hIs policy will result lh.the immediate expulsion. of violators from jobsite: The subcontractor agrees tofumish McKee Construction Co. with Material Safety Data Sheets for'all hazardous materials that will be used on this project by subtontrador.& his sub -subcontractors: 7. The subcontractor Is to comply with allcurrent OSHA regulations. Safety for the Subcontractor's employees.ls the responsibility of the Subcontractor. Subcontractor shall. maintain a competent person on site during 09, course of the subcontractor's work; In the event that the Subcontractolr,is in violation on any. OSHA safety regulations, all loses, damagesi and expenses Incurred Including OSHA fines incurred as,a resultofsai,d violation sh.all.bp borne by and charged against the Subcontractor. 9. Mckee Construction Co.adheni.sto a drug free work environment Ail companies and their employees whoP erform work under this subcontract agreement on McKee Construction Co.lobsites are subject to random drug testing as a requirement of this contract If refusal or positive'testing takes place McKee do'nsitru ' ction'Co. reserves the right to ban from Performing Work under this contractindividual or Individuals that violate this policy. Subcontractor shall not use, in the performance of the work, any personnel deemed bVcontractoito be Incompetent abusive,.disorderly,,unfaithful, intemperate, insubordihatei careless or unqualified to perform the Work assigned to himlo,r,-,, her, or who are otherwise unsatisfactory to.Contracto.ror'Client Contractor may require.removal from the Project of anyempioyee dragento(Subcontractor Ifthe employ'oebir agent isdeemed by thieContractor to besubstandard or otherwise counterproductive to the Project 9.:McKee Construction Co, requires the subcontractor to have on jobsite at all times a quoliffied foreman. to maintain proper communication With McKee Construction Co. project manager and Or superintendent Violation of this agrebment Will result in imm6diatiMenrinati,on of this subcontract after written notice has been delivered to sulicontractorAf termination of contract occurs, subcorittactoragrees to cover any cost ov t in completing the scope of Workraqe's tha may'take, place 10. 4part of the acceptance of this Subcontrac , t, Subcontractor. will provide to McKee Construction Co:a list -of all principal's and W employee's cellular phonenumbers. Monthly Pay request Will not be Paid until these numbers have been supplied to McKee Construction Co. If at anytime the Subcontractor falls to respond in a, timely manner, Mckee.Construction to. has the right to terminate said contract upon Whiten notice of deficencles., it. Subcontractor Is responsible forthe maintenance of their scope of work i I temq until I Certificat e,of , Occupancy I Certificate of Completion is secured. 17. Subcontractor may after subcontract issuance Fe es.twritten I permission . for substitutions of items specified in project documents,; complete submittal will:bo,required with any possible savings which Will be reviewed for cdnformltyby both the contractdr'and related ,design professionals. Contractor will issue.a written letter of apprOvol or, denial os'tothe substituion-request being granted. Accept-d.Contractor McKee Construction Co. 790,MonroeRoad Sanford, FL 32771 Au.th.orized,Signa.ture.- Print Name: Date - Title - Accepted: Subcontractor Tri -City Electrical Contractors, Inc. 430 westDrive. Altamonte Springs, FL 32714 Authorized Co Print Name Date: Title; . Michael A. Oermana, cm Since 1973 Prepared by and Return to: Reith H. Wadsworth, Esq. Peterson & Myers, P.A. P.O. Dratyer 7608 Winter Haven, Florida 33 883- 7608 The above space reserved for recording information) NOTICE OF COMMENCEMENT The undersigned hereby inform all concerned that improvements will be made to certain real property, and in accordance with §713.13, Florida Statutes, the following information is stated in this Notice. 1. DESCRIPTION OF PROPERTY: 3710 W. 1" St., Sanford, FL; Parcel 16-19-30-5AC-0000-094B SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. 2. GENERAL DEfRIPTION OF IMPROVEMENTS: Construction of one (1) new commercial building and r0 a cilities 0 3. OWNER: ® R & R Holdings of Central Florida, LLC ADDRESS: . 246 McLean Point, Winter Haven, FL 33884 4. OWNER'S INTEREST IN F THE IMPROVEMENT: Fee Simple 5. GENERAL CONTRACTOR: Mc?e nstruction Co. ADDRESS: 790 Moifrooad, Sanford, FL 32771 i 6. SURETY: N/A 1 0 ADDRESS: N/A AMOUNT OF BOND: $-0- 7. LENDER: Citizens Bank & TD Attn: Construction Dep e t ADDRESS: P.O. Box 7, Frostproof, F 3 TELEPHONE NUMBER: (863) 676-7611 8. PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON. WHOM NOTICES OR OTHER DOCMENTS MAY BE SERVED AS PROVIDED BY SECTION i 713.13(1)(a)7, FLORIDA STATUTES: j NAME: CCDI Incorporated I ADDRESS: 109 Cleveland Ave., Cocoa Beach, FL 32931 TELEPHONE NUMBER: (321)868-5678 9. M ADDITION TO ITSELF, OWNER DESIGNATES THE FOLLOWING PERSON TO RECEIVE A COPY OF THE LIENOR'S NOTICE AS PROVIDED IN SECTION 713.13(1)(b), FLORIDA STATUTES: NAME: CCDI Incorporated ADDRESS: 109 Cleveland Ave., Cocoa Beach, FL 32931 TELEPHONE NUMBER: (321) 868-5678 GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2018007198 BK 9061 Pgs 0563 - 565; (3pgs) E -RECORDED 01/22/2018 08:14:19 AM 27.00 10. UNLESS OTHERWISE STATED HEREIN OR IN A NEW OR AMENDED NOTICE OF COMMENCEMENT, THE EXPIRATION OF THIS NOTICE OF COMMENCEMENT SHALL BE ONE (1) YEAR FROM THE DATE OF RECORDING. 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 1, 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 the best of my knowledge and belief. Signed, sealed and deliv d in the presence of: m Printed Name: a Witness #1 Printed Named /G if7 12 Witness #2 R & R Holdings of Central Florida, LLC, a Florida limited liability company Charles R. Northey, Jr., as its Manager STATE OF FLORIDA C COUNTY OF POLK 5?b The foregoing instrument was acknowledged before me this /aof January, 2018, by CHARLES R. NORTHEY, JR., as Manager of R & R Holdings of Central Florida, LLC, a Florida limited liability company, on its behalf. He D] is personally known to me or [ ] produced a driver's license as identification. SEAL] MARY KAY R085WS Notary Publl% State of Florida 11uy Comm. Fxplrea April 16, 2020 Commlealon No. FF 953639 2 Printed ame: X2/3 My Commission Expi •es: en,! oc Zo CFN# 2018007198 OFFICIAL RECORDS 0 DOC—TYPE NC BK 9061 PG 564 PAGE 2 OF 3 EXHIBIT "A" LEGAL DESCRIPTION A portion of South 660.00 feet of Lot 94 (less the East 15 feet for road and less right of way for State Road No. 46 on South) Florida Land & Colonization Company Limited, W. Beardall's Map of St. Joseph's, as recorded in Plat Book 1, Page 114, Public Records of Seminole County, Florida being described as follows: Commence at a 4" round concrete monument marking the intersection of the North right of way line of State Road No. 46 with the West line of the East 15 feet of said Lot 94 as the Point of Beginning; thence run North 00° 15'38" West, along said West line, 522.88 feet to the North line of the South 660.00 feet of said Lot 94; thence run South 89°55'27" West, along said North line, 272.78 feet; thence run South 00° '38" East, 518.15 feet to the aforesaid North right of way line of State Road No. 46; thence run 89°4226" East, along said North line, 13.69 to a curve concave to the South; thence contin ly along said North line and curve having a central angel of 2°32'50'. , a radius of 5829.65 feet, length of 259.17 feet, a chord bearing of South 89001109" East and a chord distance of 259.15 feete Point of Beginning. CFN# 2018007198 OFFICIAL RECORDS O DOC -TYPE NC BK 9061 PG 565 PAGE3 OF 3 CITY OF SANFORD ECEIVE BUILDING .& FIRE PREVENTION PERMIT APPLICATIONFEB052018 BY; Application No: D Documented Construction Value: $ S Job Address: 3'? C). "ee+ Historic District: Yes No Parcel ID: Residential Commerciale Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: `" Title: Phone: M'7- `"1q_ &0 Fax: 40- k2g-YM q Email: Property.Owner Information Name Street: City, State Zip: Phone: Resident of property? : Contractor Information Name _ t1 'L.0 wr,tiv)G Phone:y t r Street: r ( U Fax: l-o t- qOR City, State Zip: L)anILor rk, F . ) State License No.: C? ( yP Name: Street: Architect/Engineer Information Phone: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 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 restr cttons'appicable'to this property that may be found in the public records of this county, and there may be additional permtts Wqutred 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 propertyof the requirements of Ftorda 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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 constr ction and zoning. 411- 0,1 Signature ofOwner/Agent Date Signature of Contractor/ gent ate Print Owner/Agent's Name f,- ctor/Agent' ame Signature of Notary -State of Florida Date LISA ANTONININotaryPublicStateofFloridaMyComm. Expires May 21, 2018„ o Commission # FF 125242 Owner/Agent is Personally Known to Me or C c r n 1 ersonallyno- to Me or Produced ID Type of ID Produced, ID Type of ID -- BELOW IS JFOR OFFICE USE ONLY Permits Required: Building Electrical ` Mechanical Construction Type: Occupancy Use: — Total Sq Ft of Bldg: PlumbingoGas Roof Flood Zone: Min. Occupancy Load: # of Stories: Plumbing - # of FixturesNewConstruction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads * Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: _ ENGINEERING: FIRE: COMMENTS: WASTE WATER: — BUILDING: Revised: June 30, 2015 Permit Application 790 Monroe Road Sanford, Ft, 32771 CONSTRUCTION Co. (407) 323-1150 Fax (407) 323-9304 C311EN £IRAL C01141T RACY tRS SUBCONTRACT AGREEMENT CONTRACTOR: McKee Construction Co. SUBCONTRACTOR: Lindsay Plumbing PROJECT:,Sky Power Sports ADDRESS: 3710 W.1s Street Sanford, Florida 32771 CONTRACT NO: 2017.12 --17 JOB N0: 2017.12 DATE: December 20, 2017 CODE: 15400 $43,750.00 CONTRACT PRICE (INCLUDES ALL TAXES) NOT TO EXCEED $ 43,750.00 WITH TEN if0%) RETAiNA-GE. PAYABLE AS FOLLOWS: MONTHLY PROGRESS PAYMENTS SHALL BE BILLED ON OR BEFORE 20TH OF MONTH FOR WORK THROUGH THE END OF MONTH: PAYMENT BY THE OWNER TO MCKEE CONSTRUCTION CO. SHALL BE AN ABSOLUTE CONDITION PRECEDENT TO MCKEE CONSTRUCTION CO. OBLIGATION TO MAKE INTERIM PROGRESS PAYMENT TO SUBCONTRACTOR, AND NO FUNDS SHALL BE OWED BY MCKEE CONSTRUCTION CO. TO SUBCONTRACTOR UNLESS MCKEE CONSTRUCTION CO. IS PAID BY OWNER, ONLY MCKEE CONSTRUCTION CO. SUPPLIED PAY APPLICATION WILL BE ACCEPTED FOR ALL PROGRESS AND RETAINAGE PAYMENTS, ALL, LIEN LAWS ARE APPLICABLE. FINAL PAYMENT BY OWNER TO MCKEE CONSTRUCTION CO. IS A CONDITION PRECEDENT TO MCKEE CONSTRUCTION CO. OBLIGATION TO MAKE FINAL PAYMENT TO SUBCONTRACTOR. THE RELEASE OF MCKEE CONSTRUCTION CO. RETAINAGE BY THE OWNER IS A CONDITION PRECEDENT TO TO RELEASE.OF SUBCONTRACTOR'S RETAINAGE BY MCKEE CONSTRUCTION CO. SUBCONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD MCKEE CONSTRUCTION CO. HARMLESS FROM THEIR ACTIVITIES. SUBCONTRACTORS PROPOSAL DOES NOT SUPERSEDE ANY AND ALL ITEMS REQUIRED IN PLANS AND SPECIFICATIONS FOR WORKTO BE PERFORMED ON PROJECT, UNLESS SUBCONTRACTOR'S PROPOSAL CHANGES HAVE BEEN AGREED UPON BY BOTH PARTIES AT PRICING STAGE OF PROJECT. (SCOPE OF WORK WRITTEN r agrees to pamcipa is responsible for ul neeting's on site. Meeting In regards to schedule, ma 2.Subcontraddr.agrees to perform all labor In a workmanlike manner; to prosecute said work in and professional manner. Subcontractor is required t0 cleanup scope of work lob debris on a d scuss project and Issues that may arise during construction of project, availability and general progress of subcontractor scope of work on a and to complete all work in a prompt 3. Subcontractor further agrees that he has in full force and effect this date and will :continue in force during the course of his work, Workmen's Compensation Insurance, as required bylaw, and Public Liability and Property Damage Insurance as is reasonably necessary to insure against the risk arising out of this contract. A certificate of saidInsuranceistobereceivedbytheContractorwithinthree (3) days following the execution of this contracL.ln no case will any work be commenced priorto receipf'of theCertificatebytheContractor. "Prior to the compliotion of work operations on this property, none of the above insurance is to be cancelled, changed, or allowed to lapse until 30 days prior written notice has been given to the Contractor." 4. In addition to "standard manufacturers warranties for any equipment installed by Subcontractor, Subcontractor guarantees all work against defects from the use of inferior or defective materials, equipment or workmanship for one year from the date of occupancy by the owner (Certificate of Occupancy I Certificate of Completion). All repairs or ehanges.requlred in connection with this Guarantee will be performed promptly at the Subcontractors expense. 6.; Subcontractor required to acknowledge McKee Construction Co. safety policies manual on site, and adhere to all such policies. McKee Construction Co. requires hard, hats to be wom at all times on jobIsite, failure to adhere to this policy will result in the immediate expulsion of violators from jobsite. The subcontractor agrees to furnish McKee Construction Co. with Material Safety Data Sheets for hazardous materials that will be used on this project by subcontractor or his sub -subcontractors. T. The subcontractor Is to comply with all current OSHA regulations. Safety for the Subcontractor's employees is the responsibility of the Subcontractor. Subcontractor shall maintain a competent person on site during the course of the subcontractor's work. In the event that the Subcontractor is in violation on any OSHA safety regulations, all loses, damages, and expenses incurred including OSHA fines incurred as a.result of said violation shall be borne by and charged against the Subcontractor. 8. Mckee'Construction Co.adhere's to a drug free work environment. All companies and their employees who perform work under this subcontract agreement on McKee Construction Co. jobsites are subject to random drug testing as a requirement of this contract. If refusal or positive testing takes place McKee Construction Co. reserves the right to ban from performing work under this contract individual or individuals that violate this policy. Subcontractor shall not use, in the performance of the work, anypersonneldeemedbycontractortobeincompetent, abusive, disorderly, unfaithful, intemperate, insubordinate, careless or unqualified to perform the Work assigned to him orher, or who are otherwise unsatisfactory to Contractoror Client. Contractor may require removal from the Project of any employee or agentof Subcontractor if the employee or agent is deemed bythe Contractor to be substandard or otherwise counterproductive to the Project. 9. McKee Construction Co. requires the subcontractor to have on jobsite at all times a qualified foreman to maintain proper communication with McKee Construction Co. project manager or superintendent. Violation of this agreement will result in immediate termination of this subcontract after written notice has been delivered to subcontractor. If termination of contract occurs, subcontractor agrees to cover any cost overage's that may take place in completing the scope of work. 10. As part of the acceptance of this Subcontract, Subcontractor will provide to McKee Construction Co. a list of all principal's and key employee's cellular phone numbers. Monthly Pay request will not be paid until these numbers have been supplied to McKee Construction Co. If at any time the Subcontractor fails to respond In a timely manner, McKee Construction Co, has the right to terminate said contract upon written notice of deficencies. 11. Subcontractor is responsible for the maintenance of their scope of work items until Certificate of Occupancy I Certificate of Completion is secured. 1,1. Subcontractor may after subcontract Issuance requestwritten permission for substitutions of items specified in project documents, a complete submittal will be required with any possible. savings which will be reviewedtor conformityby both the contractor and related design professionals. Contractor will issue a written letter of approval or denial as to the substituion request being granted. Accepted: Contractor Accepted: Subcontractor McKee Construction Co Lindsay Plumbing 190.Monroe Road 662 Jackson Ave Sanford, FL 32771 Winter Park, FL 32789 Authorized Signature: Authored Corporate ignat ` f Print Name: S it4oLAS Date: a -17 Print Name_-'- — Dater Title: 6 01 XV4 Ar4 C-0-- Since 1973 i, `-C 1 ZUi1 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longw od, Sanford, Seminole County, Winter Springs Date: ,;2 S - 1 Hereby name and appoint: an agent of: i -L /Y 6-101\16-' j r Name olTompany) to be my lawful attorney-in-fact to, act for me to apply for, receipt for, sign tar and do all .things necessary to this appointment for (check only one option): All pert -nits and applications submitted by this contractor. 0 The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Elolder Name: uc– C L'Tt'A't) s State License Number: FC o c b Signature of License Holder: iii CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 17— 153 Documented Construction Value: $ Job Address: `) / 10 W, _ n Historic District: Yes No Parcel ID:_-- % _0-0_l Residential Commercial C( Type of Work: NewX Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: L147 -3Z9— hG 3 Fax: Owner Information Street: &9 X Lep) tO LA t Resident of property? City, State Zip: Contractor Information Name 1-iZ=b" Rf P A! -a P Phone: LlO7 3 Zo—IC5.3 SoStreet: oI (— I GPgf* C " Fax: q07 _3Z6" g76K City, State Zip:5)(66, I i,- J State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail Mortgage Lender: Address: 1/ r 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 )V y 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 al, 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. 4=Zq— signature of Owner/Agent Date signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced 1D Type of ID I Prin ontractor/Agebt's Name signature of Notary -State of IIida PAMELA M44REEDOM Swe ONOTARY PUBLIC STATE OF FLORIDA aComm# FF194479 1gExpires 3/9/2019 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: FIRE /3- 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: 113-111 PERMIT NUMBER: BUSINESS/PROJECTNAME: ADDRESS: 3-710 CONTACT NAME: PHONE: PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ J FIRE ALARM (FIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: 2s. zo sF JNi/9 7gjee 'F uilding essentials or a better tornorrow- UTE SUBMITTAL AND DATA SHEET TM 1 a PIPE SIZE IN) AVERAGE O.D. IN) NOM. I.D. MIN. T. IN) (IN) MIN. E IN) APPROX. D9 IN) APPROX. WEIGHT LBS/FT) PRESSURE CLASS 165 psi (DR 25) 4 4.80 4.39 0.192 5.25 5.57 1.9 6 6.90 6.31 0.276 6.40 8.00 3.9 8 9.05 8.28 0.362 7.05 10.50 6.7 10 11.10 10.16 0.444 8.20 12.88 10.1 12 13.20 12.08 0.528 8.80 15.31 14.4 PRESSURE CLASS 235 psi (DR 18)* 4 4.80 4.23 0.267 5.25 5.87 2.6 6 6.90 6.09 0.383 6.40 8.43 5.3 8 9.05 7.98 0.503 7.05 11.06 9.2 10 11.10 9.79 0.617 8.20 _ 13.57 13.9 12 13.20 11.65 0.733 8.80 16.13 19.7 PRESSURE CLASS 305 psi (DR 14)* 4 4.80 4.07 0.343 5.25 6.17 3.2 6 6.90 5.86 0.493 6.40 8.87 6.7 8 9.05 7.68 0.646 7.05 11.63 11.6 10 11.10 9.42 1 0.793 1 8.20 1 14.27 17.6 12 13.20 11.20 1 0.943 1 8.80 1 16.97 25.1 Consult JM Eagle" for CSA and other listing availability prior to shipment. Note: `FM Approvals Pressure Class 150 psi for DR 18 and 200 psi for DR 14. Contact your JM eagleTM sales representative for location availability. D9 _ _ _ I.D.: Inside Demeter O.D. Outside Diameter T T. Wall Thickness TDP : Bell Outside Diameter T O.D. I.D. o E : Distance between Assembly Mark toE4WIRMI/ed Ill 3Pi ot. Assembly Mark Product Standard: ANSI/AWWA C900 Pipe Compound: ASTM D1784 Cells Class 12454 a Gasket: ASTM F477 Integral Bell Joint: ASTM D3139 S a n f Certifications: ANSI/NSF Standard 61 JM Eagle 003YARtan somanufa spt 'in'r 9 main applications UL Standard 1285 and purpiit®r clay a .r m is made to the same Pipe Length: 20 feet laying length requremd ro uct n ' i e is that the pigment used is green or purple. The 'produ T a dwith UL or NSF listing Installation: AWWA C605 marks. Additionally, the green pipe %vii e mar d orced Sewer" and the purple JM Eagle" Installation Guide pipe will be marked. Reclaimed Water... Do Not Drink." Series ISR In -Building Sizes: 4" -10" (1 ES -A -In Building Riser FIRE & WATERWORKS Features Cost savings Corrosion resistant stainless steel construction, type 304 Ease of installation and light weight allows one person to position and handle the riser Minimal site preparation; joint restraint one-piece construction reduces time and labor; no missing parts, no leaks; easily identifiable for approvals Includes Test Cap and Coupler UUFM approved Sizes: available in 4" —10" 100-250mm) with various lengths to meet all local requirements Designed to meet NFPA 24-2007 Section 10.6.5 AWWA C900 Inlet/DIP Series IBR In -Building Risers are used to connect the main fire supply to the building overhead fire system. The fitting passes under the foundation without joints and extends up through the floor. Provided with installation tabs, the unit has a CIPS (Cast Iron Pipe Size) coupler for easy connec- tion to the underground supply (AWWA C900 PVC and Ductile Iron Pipe) and industry standard grooved -end connection (AWWA C606) on the building side for easy connection to the overhead fire sprinkler system. Ames In -Building Risers are precision engineered and manufactured to provide exceptional reliability and reduce installation time & labor costs associated with field assembly. In accordance with NFPA 24-2007, the UUFM approved In -Building Risers replace numerous fittings, elbows spools and reduces the possibility of leaks or failure in comparison to traditional installation methods and materials. Factory tested integrity ensures the highest quality installation. The use of stainless steel signifi- cantly increases the reliability and life of the riser. The wetted surface of this product contacted by consumable water contains less than one quarter AWWA C606 Outlet of one percent (0.25%) of lead by weight. Job Name Job Location Engineer Approval Contractor Approval Contractor's P.O. No. Representative _ Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contac[Ames Technical Service. Ames reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modfications on Antes products previously or subsequently sold. www.amesfirewater.com i Specifications In -Building Riser shall be installed as indicated on the plans. Riser shall be composed of a single extended 90 degree fitting of fabricated 304 stainless_ steel tub- ing, maximum working pressure 200psi (14 bar). The fitting shall have a grooved -end connection on the outlet (building) side and a CIPS coupler on the inlet underground) side. The grooved -end shall include a coupler and cap to facilitate testing of the underground piping. The In -Building Riser shall be an Ames Fire & Waterworks Series IBR. Approvals Fittings FM class 1920 UL HKQA (4°-10") 6> U Dimensions — Weights I--I - A Grooved End Flange Optional) I I I B I I CIPS Coupling Tie -Rod Bracket C -- I in. mm A (OD) a mm B It. cm C I cm lbs. kg 6 100 4'h 114 6 183 6 183 71 32 6 150 65/a 168 6 183 6 183 98 44 200 8% 219 6 183 6 183 129 59 10 250 103/4 273 6 183 6 183 202 92 Consult factory for custom leg dimensions Standards NFPA — Designed to allow the contractor to conform to NFPA 24-2007 Section 10.6.5: Where a riser is close to building foundations, under- ground fittings of proper design and type shall be used to avoid pipe joints being located under the foundations. NFPA 24-2007,10.1.1, 10,6.7 End Connections Horizontal End: Mates with Ductile Iron Pipe.and AWWA C900 Pipe (PVC Pipe with Ductile Iron Pipe Equivalent OD's) Utilizes Gasket conforming to UL 157 with "Lock in" gasket configuration in. mm In. mm 4 100 4.8 122 6 150 6.9 175 200 9.1 230 10 250 1 11.1 282 Vertical End: Meets AWWA C-606 dimensions for roll grooved pipe Meets AWWA C-207 class D for flanges Ratings Meets AWWA C-900 pressure class 200, DR 14 Pipe Testing Welds are 100% leak tested at the factory IMPORTANT., Inquire with governing authorities for local installation requirements. A A M EE S • 9001-2008 FIRE&WATERWORKS www.amesfirewater.com CERTIFIED I IA+II 11®® A Watts Water Technologies Company USA: Backilow- Tel: (916) 928-0123 • Fax: (916) 928-9333 Control Valves- Tel: (713) 943-0688 • Fax (713) 944-9445 Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 ES-A-InBuildingRiser 1235 © 2012 Ames Fre & Waterworks in. mm psi bar 4 100 1000 70 6 150 1000 70 8 200 800 56 10 250 800 56 IMPORTANT., Inquire with governing authorities for local installation requirements. A A M EE S • 9001-2008 FIRE&WATERWORKS www.amesfirewater.com CERTIFIED I IA+II 11®® A Watts Water Technologies Company USA: Backilow- Tel: (916) 928-0123 • Fax: (916) 928-9333 Control Valves- Tel: (713) 943-0688 • Fax (713) 944-9445 Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 ES-A-InBuildingRiser 1235 © 2012 Ames Fre & Waterworks m; " r ; u E"'S_: s•., =,fin:,^ g..9 {, . Y-- t-TA; b ss+" s F. i .a 'v. 3 ##' c ti _,t•? , _ E ` x Q,E S `s..<" B j:6_ 11 E ` a i E ; a with OS&Y gates) (with BGVIC valves) FEATURES Sizes: 2 1/2"* 3"" 4" V 6" 8" 10" Maximum working water pressure 175 PSI Maximum working water temperature 1407 Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C606 Flanged) ANSI B16.1 Class 125 2 1/2" & 3" sizes use 4" body & reducer couplings OPTIONS Suffixes can be combined) with flanged end OS & Y gate valves (standard) L - less shut-off valves (grooved body connections) LM - less water meter with remote reading meter with gpm meter (standard) with cu ft/min meter G - with grooved end DS&Y gate valves FG - with flanged inlet gate connection and grooved outlet gate connection PI - with Post Indicator Gate Valves (4"-10") BGVIC - with grooved end butterfly valves ACCESSORIES Repair kit (rubber only) Thermal expansion tank (Model XT) OS & Y Gate valve tamper switch (OSY-40) Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not include pkg.) APPLICATION Designed for installation on potable water lines connections in fire sprinkler systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. STANDARDS COMPLIANCE (HORIZONTAL & VERTICAL) ASSEO Listed 1048 AWWA Compliant C510 (with gates only) CSAO Certified (4" - 8") ULO Classified C-ULO Classified FMOApproved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NYC M EA 221-04M-2 (2 1/2" - 8") MATERIALS Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYLTh7, NSF Listed Fasteners & springs Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYL Im, NSF Listed E Ewith EL 35 RADA o0 0 OS&Y option o uo F 0 c o A G E MODEL 350ADA with BGVIC optionlei o ° F noA MODEL DIMENSION (approximate) WEIGHT MODEL 350ADA WITHOUT NTH OS&Y WITH OS&Y WITH BUTTERFLYSIZEGATESGATES (GXF) GATES GXG) VALVES (GXG) In. I mm Ibs. kg Ibs. kg Ibs. kg Ibs. kg 212 65 105 47.5 207 94 199 90.3 123.8 56.2 3 80 104 47 224 101.5 214 97 124A 56.5 4 100 91 41.3 245 111 219 99.4 123 55.8 6 150 141 64377 6 171 347 158 193 87.6 8 200 302 137 778 353.2 7541 342.3 1 410 186 10 250 355 161 1040 472.7 918 1 416.5 527 1 239.3 APPLICATION Designed for installation on potable water lines connections in fire sprinkler systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. STANDARDS COMPLIANCE (HORIZONTAL & VERTICAL) ASSEO Listed 1048 AWWA Compliant C510 (with gates only) CSAO Certified (4" - 8") ULO Classified C-ULO Classified FMOApproved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NYC M EA 221-04M-2 (2 1/2" - 8") MATERIALS Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYLTh7, NSF Listed Fasteners & springs Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYL Im, NSF Listed E Ewith EL 35 RADA o0 0 OS&Y option o uo F 0 c o A G E MODEL 350ADA with BGVIC optionlei o ° F noA MODEL DIMENSION (approximate) 350 ADA A AiTH B LESSE E E WITH SIZE A BUTTERFLY GATE C D OS&Y BUTTERFLY F G VALVES VALVES OS&Y OPEN CLOSED VALVES in Imm in I mm in I mm in Imm in Imm in Imm in I mm in Imm in mm in mm in Imm 21/21 65 351/81 892 32 118 816 201/8 511 4 1/2 114 9 229 16 318 416 13 718 352 8 203 6 152 71/4 184 3 801361/81 918 33 838 201/8 511 4 1/2 114 9 229 18 7/8 479 155/8 397 6 203 6 152 7114 184 4 100 38 1/4 972 33 114 845 19 718 505 4 1/2 114 9 229 223/4 578 181/4 464 9 1/8 232 6 152 8 203 5") 150 471/4 1200 40 1/4 1022 257/8 657 5 1/2 140 1012 267 301/8 765 233/4 603 101/8 257 7 178 10 254 8 200 62 1575 55 1397 381/2 978 10 254 12 305 37 314 959 29 114 743 11 15/16 303 8 112 216 11 279 10 250 64 518 1642 58 1/2 1485 38112 978 10 254 12 305 45 3/4 1162135 3181899 135116 338 81/2 216 12 305 Attention: Model 350ADA grooved body) and Model 350DA flange body) have different lay lengths. DbCUMENT r,--..__:.:_..........,...:.:..,:r:,:::.n.........._.,.#ii a =:REVI OIVS€ caerc iiEi of 0.0 FLOW CHARACTERISTICS MODEL 350ADA 21/2", 3" & 4" (STANDARD & METRIC) FLOW RATES 0/s) 12.6 25.2 37.9 50.5 104 11 0 200 400 600 FLOW RATES (GPM) MODEL 360ADA 6", 8" & 10" (STANDARD & METRIC) FLOW RATES (I/s) 63.1 126.2 189.3 800 252A 104 69 0 a 0 0 1000 2000 3000 FLOW RATES (GPM) O Rated Flow (Established by approval agencies) TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a mini- mum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. 35 S) yNw 0 a 4000 PROTECTIVE ENCLOSURE i i 12" WN. 30" MAX. I ilAfoT 1_ I'rfcAwer_G11lc-M?. i 4L II I } 111 I Ima DIRECTION OF FLOW 4D MODEL 350ADABGVIC (VERTICAL INSTALLATION) MODEL 350ADA (OUTDOOR INSTALLATION) SPECIFICATIONS The Double Check Detector Backflow Prevention Assembly shall be ASSEO Listed 1048, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be Noryllm (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350ADA. WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone: 8051238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1 L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) - Website: http:llwww.zurn.com Page 2 of 2 Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec 10ft/sec 15 ft/sec 21/2" 75 112 149 224 3" 115 173 230 346 4" 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 1 2644 1 3525 1 5288 PROTECTIVE ENCLOSURE i i 12" WN. 30" MAX. I ilAfoT 1_ I'rfcAwer_G11lc-M?. i 4L II I } 111 I Ima DIRECTION OF FLOW 4D MODEL 350ADABGVIC (VERTICAL INSTALLATION) MODEL 350ADA (OUTDOOR INSTALLATION) SPECIFICATIONS The Double Check Detector Backflow Prevention Assembly shall be ASSEO Listed 1048, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be Noryllm (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350ADA. WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone: 8051238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1 L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) - Website: http:llwww.zurn.com Page 2 of 2 Compact Mj Fittings ANSI/ANVWA C153/A21.53 A T T A r T A T_ T MEER; Nn -nnR2 Mi. ..... U, A. nun- rn:H 033 0130 3.25 14 1.80 13 1.00 9 1.00 8 ia 00... X fi--_d_ 7: 0 2! .,. In n- n . nnni:- 0-34 4.00 27 2.00 23 5.00 12-00 40 1.50 18 1.25 16 2.00 7.50 29 Ul 0 36 3:04 39 in-nii n. N 0 08 2650T 'n 9. 1L z7 8 0.38 6.50 57 46 2.50 46 1.75 42 1.75 38 67 n'. z- w. n n nr: n: tat. n Id n aw in 52 1 Wlvn; n -E l.: In-: M- 12 0.42 9.00 108 5.50 86 50,:199 3.50 84 2.25 74 2.25 73 14 n b 47 7150. o=.. K. 4n 3.75 M S l 122 16 0.50 12.50 264 5.50 202 3.75 178 2.50 148 2.50 150 4 j- iT. 0.54 in- wl. zzrz- 20 0.57 15.00 400 7.00 305 4.50 262 3.00 245 3.00 239 U r17 00.. n7 19A 4 - nw. n. -n- 24 P. ....... ...... . 17.00 S75 30 0.66 21.50 1005 13.50 843 11.50 798 9.75 692 6.75 665 4.75 568 4.75 568 M0 74 m: nn.z W M ..... OQ... hnlin 7j 42 0.82 29.25 2506 19.00 2150 14.00 1792 12.00 1465 9.00 1150 6.00 1319 6.00 1125 72S 0 n jj i 21NN M N K O= q T' N A TA_ L T A T A T A ngm! I ....... n=` =nwn W. Nn' nn w a ivy nil ...... 3 033 3.50 8.SO 16 1.50 7.00 13 Page 4 1.00 6.50 12 1.00 6.50 12 7 7-4 00... X fi--_d_ 7: 0 2! .,. nn n . p,2STn 6.2 n 6 0.36 5.00 12-00 40 3.00 8.50 31 2.00 7.50 29 1.50 7.00 27 08 2650T 'n 9. 1L 00 43 10 0.40 7.50 13.00 83 4.50 10.00 68 3-00 8.50 61 2.00, TSO 52 J 00 50,:199 14 0.47 11.50 19.50 197 5.00 13.00 148 3.75 11.25 133 2-50 50 122 i7n ':i: jo n i' c 17t66 18 0.54 14.00 21.00 325 6.00 13.00 2,35 6.00 13.00 235 6.00 13.00 235 linad • n5n--n n.- n ts U 19A nw. n. -n- 24 0.61 17.00 S75 750 14.50 390 7.50 14.50 395 7.50 14 -SO 400G ill. nn.z S i hnlin 7j SOS. 36 0 *74 24.50 33.50 1355 1040 7 16.75 5.00 14.00 72S i 21NN a 1!;,, 4 am H., 4 K q 115-50- nt -1 48 0.90 33.25 4225 2805 15.00 1905 10.00 19.00 1575 6.50 1290 UCAT.1441 I(EGI.WCP,ED'FRAI)ENAMOPSTARI'll-r.I'KUDU.M STAR-PIPEPRODUHCORP4=MlTOLLFRM I.SMM-309 74X231458-9000 Page 4 Flange Fittings ANSI/A'WIWA CII0/A21.10 Rel"ll -into c. w lot 4:%s - it it T yy R it K- lar it o :d_ its RIt ........ ........ tzM . 14 2.50 2.41 12 2.50 6.04 12 2.50 12.69 1220.31 4 -SO 3.00 m.41d; . . ..... .. j :,= . . ...... .......... . x 3 0.48 5.50 4.00 25 3.00 3.62 20 3.00 7.56 20 3.00 15.25 20 tA ft 24 ' E ' ...S ... rii F-,- 5 0.88 7.50 5.50 52 4.50 6.04 45 --- --- ... 5 003 Q6lit Ea. 0 t tit - r, 0.60 9.00 7.00 105 5.50 8.44 90 5.50 17.62 90 5.50 35.50 90 6 .50 3iti 0. 8 N 5 6.50 12 0.75 12.00 10.00 235 7.50 13.25 195 7.50 27.62 205 7.50 SS 81 205 I 9-3itUi66ii! .14 m:ii 370 13.25 280 8.00 27.62 285 8.00 55.81 285160.70 15.00 12,50 8.00 t 325.:= 7i U-' 7- a - 6094 ittt= 15.50 590 9.50 16.88, 430 9.50 35.19 435 9.50 71.06 43S200.80 18.00 ZTM.lw-= i"A tZ ztmt; 1430 15.00 27.75 1120 15.00 S7.81 1135 15.00 116.75 1150 eip0 30 1.03 25.00 21.50 tt' -.3 A-1. Z.0 pg! 42 1.28 31.00 27.50 3055 21.00 42.25 2600 21.00 88.00 2665 21.00 177.69 2680 it. fit 2260 0 30.81 2100S40.90 39.00 35.42 3740 20.SO 14.00 32.42 F M fZ 25.00 ... 5105 13.50 --- 3995 9.5() 3585 nEt" 1 0.99 48.00 38.80 674SL A k A TF ib. T A R c it it 71 Ti ti- 'i at r4; t ...... ... . 3 0.48 7.75 6.25 30 3 0.48 5.50 11.00 7.50 25 ti 1- it; tit- it; 4 it 0.55 11.50 9.50 80 6 0.55 8.00 12,00 11.00 70 M., 24;b0:... M. 0 0.68 11.00 17.00 16.00 175100.68 16.50 14.50 215 1 t rat r. zi tut Elk wil, 0.66 21.50 19.00 400 14 0.66' 14.00 20.00' 14 21.00 260 iiM 75. tN Ilt y 18 0.75 26.50 24.00 7S0 18 0.75 16.50 22.50 25.00 560 mw. 24 0.89 34.00 30.50 1250 24 0.89 2100 28.00 32.00 1100 mrm L32M; 14.4..-:: =r.! 800:_4 36 LIS 49.00 45.50 3285 36 1.15 28.00 35.00 46.00 2700 it Ait Ni M 42154860.50 7800 48 1.42 34.00 41.00 5950_11.42 9'.5a 'N EEIIE%i on 0 N. iti. j. FT UCAT.14DI UPSTAU. PIPE PAoDua.; STAR IIIIIIIODU Cl.s.M999.3W FAX 1A15$E•W%fa (b rorlf Page 42 75153 I Va x I V. x 2 031 0.31 0.31 4.50 50 2x1 hxl;:h 031 031 Q31 450, 450 15 16 8x32x20310.31 4.50 4.50 20 M IR 8x5 0.60 0.5022/1 x 2 x 2 V1 0.31 0.31 0.31 5.00 5.00 28 r ga. - g. mtt 0.60 0.60 9.00 9.00 15521hxI 'A 0.31 0.31 5.00 5.00 26 8 x 8 x 12 0.60 0.60 0.75 12.00 12.00 310 rt.30-:r 10ii. 3x1 0.48 0.31 5.50 5.50 32 2K 3. 11.00 195 I E..- 3 x 2 0.48 0.31 5.50 5.50 35 45 ia75E-2 KTM x.- 0 31 fa l 30 0.43 0.48 5-50 S.50 40 so RIM H g - I0x2 X2 0.52 0.31 6.50 6.50 50 60 2- 10x4 0.68 0.52 11.00 4 x 21h 0.52 0.31 6.50 6.50 56 65 4, S 11.00 11.00 215 4x3 0.52 0.49 6.50 6.50 2_N 70 10 x 10 010 0.80 --- 11.00 11.00 270 60 4 x 4 x S 0.50 0.50 0.50 7.50 7.50 75 0.68 0.68 066 NOXX' 4R;i.w. 14-00 375 I Sx2lh 0.50 0.31 7.50 7.50 73 12.00 T i WR A S M i3 5xS 0.50 0.50 7.50 7.50 80 W365........ 2w 0.75 0.68 0.55 0.55 0.48 0.48 8.00 8.00 75 5 OSS 048 050 8A0 Stld Sr 12.00 6x4x4 0.55 0.52 0.52 8.00 8.00 85 ii 1.'0 12x4 0.75 0.52 --- 12.00 17-00 290 6 0.52 0.55 8.00 8.00 90 12x6 0.75 0.55 12.00 1200 295 320 6x5x3 0.55 0.50 0.48 8.00 8.00 81 12.00 12.00 W- 415 gg; 7r: 0.55 0.31 8.00 8.00 82 90 2 140- T 6%3 0.55 0.48 8.00 8.00 85 95 tvw ni E. 8 00 t,0. M9 i 6x5 0.55 0.50 8.00 8.00 91 115 R 5 .19RI x N 6x6x8 OSS 0.55 0.60 9.00 9.00 140 IN; 0. E 8x5x4 0.60 O.SO 0.50 9.00 9.00 12 017 0 8 x 6 x 6 0.60 0.55 0-55 9.00 9.00 13S Co.,I)* Flanged Fittings ANSI/AWWACIIO/A21.10 MTI91T UCAT.14.01 TEE_: 8x6x8 0.60 0.55 0.60 9.00 9.00 145 0i"_ '7317- 9 I - ----- 8x3 0.60 0.48 9.00 9.00 130 140 M 8x5 0.60 0.50 9.00 9.00 144 160 M. n:: c rO it. 8X8 0.60 0.60 9.00 9.00 155 195 0. 8 x 8 x 12 0.60 0.60 0.75 12.00 12.00 310 10ii. wn ---. U.'S ::U.! 69'= UO ioTr 10x6x4 0.68 OSS 062 11.00 11.00 195 10X6X10 0.68 0.55 0.68 11.00 11.00 255 MO. - fa l IOx8x8 0.68 0.60 0.60 11.00 11.00 220 RIM H g - I0x2 0,68 0.31 --- 11.00 11.00 199 R -EM 10x4 0.68 0.52 11.00 11.00 205 220 10x6 0.69 0.55 --- 11.00 11.00 215 240 g; 2_N 10 x 10 010 0.80 --- 11.00 11.00 270 330 10.10.14 0.68 0.68 066 14.00 14-00 375 m E;. I 3 0 12x6x8 0.75 0.55 0.60 12.00 12.00 345 i3 12 x 9 x 8 0.75 0.60 0.60 12.00 12.00 290 W365........ 2w 12x10x6 0.75 0.68 0.55 1200. 12-00 375 I" VW 12x IOx 10 0.75 0.68 0.68 12.00 12.00 345 fbl- E ii 1.'0 12x4 0.75 0.52 --- 12.00 17-00 290 310 Z goo 12x6 0.75 0.55 12.00 1200 295 320 0 1, 1- 12x 10 0.87 0.80 12.00 12.00 360 415 gg; 14x4 0.66 0.52 14.00 14.00 370 140- T UCAT.14.01 RECISTERED TRADE14ARK OPSTAR PIPE PRODUIM TnSPI(OWUS IIOUSZNCDRPORAIT,rrOLLFREEI-3009M-3009 49291 -SSS - o Page 46 L An"M 99-9a U AV in VM JIM Joint• •' 3 2003PV 7.0 10 2010PV 26.0 14 2014PV 47.6 a9o::::-=.:._:r,(:. :p: ::::::::n:-:cc=:,-:o:::; ;::::. • ....11, xs:: c::r-:-<y' F"ii:8_]:;:; i?=: _.::... r.S.: ii?il _z::-aii 18 2018PV 61.8 24 2024PV 92.9 36 2036PV 161.3 48 2248* 711.1 U.S. Patent No. 4627775 4896903 5071175 1216-V Features and Applications: For restraining plain end PVC pipe at mechanical joint fittings and appurtenances Sizes 3 inch through 36 inch Sizes 42 inch through 48 inch accommodated by Series 2200 MEGA -BOND® Restraint Coating System For more information on MEGA -BOND, refer to www.ebaa.com Constructed of ASTM A536 Ductile Iron The mechanical joint follower gland is incorporated into the restraint Accommodates full deflection of the mechanical joint on which it is used Heavy duty thick wall design Support Products Available:. o Split mechanical Joint style available for 3 inch through 12 inch EBAA Series 200OSV o Solid restraint ring harness available for C905 PVC pipe bells EBAA Series 2800 o Split restraint ring harness available for C900 and C905 PVC pipe bells and PVC fittings EBAA Series 1500,1600 and 2500 All 2O0OPV and related restraint products can be furnished as packaged accessories complete with appropriate restraint, gasket, lubrication and bolting hardware For use on water or wastewater pipelines subject to hydrostatic pressure and tested in accordance with either AWWA C600 or ASTM D2774. Copyright 20160 EBAA Iron, Ina All Rights Rasa cd. 7 r_. M. Y p<im ....... Features and Application: For use on AWWA C9O0 PVC pipe bells Minimum 2 to 1 Safety Factor MEGA-BONDO Restraint Coating System For more on MEGA -BOND refer to www.ebaa.com Split design for ease of installation Constructed of ASTM A536 Ductile Iron Available in accessory packages For use on water and wastewater pipelines subject to hydrostatic pressure and tested in accordance with either AWWA C600, C6O5 or ASTM D2774. 0814-L Copyright 2003 02008 EBAA Iron, Im re suSe Iiating AVl[WA C90itPl/.C}'t= lominal .Serres 5 a i"" I h Approx mate 4SaDlit4 R18-- DR25 p e S zg .._. Number. . `Shipping]Nergh Class 2Q0 Class 15d Class 100 4 1604 13.9 200 150 100 8 1608 26.6 200 150 100 12 1612 59.9 111 100 Features and Application: For use on AWWA C9O0 PVC pipe bells Minimum 2 to 1 Safety Factor MEGA-BONDO Restraint Coating System For more on MEGA -BOND refer to www.ebaa.com Split design for ease of installation Constructed of ASTM A536 Ductile Iron Available in accessory packages For use on water and wastewater pipelines subject to hydrostatic pressure and tested in accordance with either AWWA C600, C6O5 or ASTM D2774. 0814-L Copyright 2003 02008 EBAA Iron, Im Y Supervisory Switchs The System Sensor OSY2 is used to monitor the open position ofon Outside Screw and Yoke (OS&Y) type gate valve. Features NEMA 311 -rated enclosure User-friendly mounting bracket fits newer valve yokes Single side conduit entry does not require right angle fittings Adjustable length actuator eliminates the need for cutting the shaft Accommodates up to 12 AWG wire Three position switch monitors vandal and valve close signals Two SPOT contacts are enclosed in a durable terminal block for added strength 100 percent synchronization activates both alarm panel and local bell simultaneously Agency Listings UL U i.0 FM MEA LISTED 0 approved 5739 CS169 MASAY 167-93-E 7770.1651-118 Robust Construction. The OSY2 consists of a rugged housing, intended for indoor and outdoor use. When installed with the actuator in the vertical position, the OSY2 is NEMA 311 rated per UL. Application Flexibility. The OSY2 features a user-friendly mounting bracket and adjustable shaft to permit mounting to most OS&Y valves, ranging in size from ]'to 12'. Its right angle design and wide bracket span provides maximum clearance for valve components, to accommodate troublesome valves. Removing the OSY2's gate valve bracket allows the unit to monitor side -bracket - style pressure reducing valves. Simplified Operation. Installation is made easier with the OSY2's single side conduit entrance. By providing a direct conduit pathway to the electrical source, right angle fittings are not required. Installation is further simplified by the OSY2'5 adjustable length actuator, which eliminates the need for cutting the shaft. Reliable Performance. The OSY2 is equipped with tamper- resistant cover screws to prevent unauthorized entry. Inside, two sets of SPDT (Form Q synchronized switches are enclosed in a durable terminal block to assure reliable performance. r--- OSY2 Specifications WE 29 Model shall be model number OSY2 supervisoryswitch as manufactured by System Sensor. OSY2 shall be installed on each valve as designated on the drawings and/or as specified herein. Switches shall be mounted so as not to interfere with the normal operation of the valve and shal l be adjusted to operate within two revolutions of the valve control or when the stem has moved no more than one-fifth of the distance from fts normal position.The mechanism shall be contained in a weatherproof die cast metal housing that provides a side entrance for'h- conduit and incorporates the necessary facilities for attachment to the valve. A grounding provision is piovided.The switch assembly shall include two switches each with a rated capacity of 10 Amp @ 125/250VAC and 25 Amp @ 24VDC.The cover shall contain tamper-resistant screws for which a security wrench will be provided with each switch.The OSY2 shall be Underwriters Laboratories listed for indoor or outdoor use.The OSY2 shall be Factory Mutual, CSFM, and MEA approved 11111111-1 1, a. Overall Switch 51/4-H x 3'h W x 3V4 D Contact Ratings Two sets of SPOT (Form Q Nam Dimensions 04.6cm x 8.9cm x 8.2cm) 10.0 A @ 125/250VAQ 2.5 @ 6/12/24VDC Shipping Weight 2.8 lbs. (1.3 kg) Enclosure Rating UL indoor/outdoor NEMA 3R when mounted with the actuator vertical Operating Temperature 32°F to 120°F (0°C to 49°C) Cover Tamper Switch Standard with ULC model Range NOTE The OSY2 will operate from -40°F to 120T Optional for UL model, part no. 546-7000 40'C to 49°Q; however UL does not test control valve supervisory switches below 32°F 00. Maximum Stem Extension 21/a'(6.7cm) Service Use Automatic Sprinkler: NFPA 13 One or Two Family Dwelling: NFPA 13D Residential Occupancies up to 4 stories: NFPA 13R National Fire Alarm code: NFPA 72 Bracket Span Y4 -H x 6'/4 W x 1-D (5.7cm x 17.1cm x 25cm) Warranty 3 years Conduit Entrances One single side open for Wconduit US. Patent Nos. 5,478,038; 5,213,205 Electrical Connections for OSY2 OSY2 Mounting TOP VIEW SWITCH 1W-ITCH CONTACT RATINGS NOTE: COMMON AND B CONNECTIONS 125250 VAC t0 AMPS WILL CLOSE WHEN VALVE MOVES `A OF rtS TOTALTRAVEL DISTANCE. 24 VDC 25 AMPSz STRIP GAUGE TYPICAL FACP CONNECTION SUP.SYATCH SUP. SWITCH i I B B 1 B B TONONSILENCEABLE END -OF -LINE OFF LISLVG TED FRCPZONE RESISTOR LIS COM I COM COM I COM TYPICAL LOCAL BELL CONNECTION ' a TO POWERSOURCE LOCAL COMPATIBLE BELL BREAKWIRE AS SHOWN FOA SUPERVISION WITH BELL COM OF CONNECTION. 00 NOT ALLOW STRIPPED WIRE LEADS TO EXTEND BEYOND SWITCH HOUSING. DO NOT LOOP WIRES. Ordering Information OSY2 Outside Screw and Yoke valve supervisory switch OSY2A Outside Screw and Yoke valve supervisory switch (ULC model) Accessories The following are examples of acceptable mounting positions: I # Actuator Vertical (Down) Actuator Horizontal The following mounting position is not acceptable: Actuator Vertical Pointing Up) OSYRK Replacement hardware kit (wrenches, screw pack and J -hooks) WFDW Replacement tamper -proof wrench for cover 546-7000 Cover tamper switch kit HEXW Replacement hex wrench 507 -66 -XX Tamper screws for cover St. RodcnpedraauwbectroctangenntannawcealTuanemacamLr3825OhioAvenue SENSOR' Phone: 800-SENSOR2•Fax: 630-377-6495" nm`a°d'wo l°"Inr' I0-1/ 0u` 11960 anu m aos-0lwalo• uovnsGo Straight Pattern Description The Straight Pattern Fire Department Connection is Underwriters' Laboratories listed and Factory Mutual Approved. Manufactured from solid brass* components to increase service life. The single clapper design features brass clapper and brass seats within a cast brass* body. The 21/2" swivels are pin lug design for ease of use and compatibility with local fire service districts. Swivel gaskets are included. Breakable caps or plugs should be installed to protect swivels and prevent debris from being accidently introduced into the water way. Installation Installation of the Fire Department Connection is achieved with readily available jobsite tools. Prior to installation make sure the proper identification sign has been installed on the nipple. Coat male threads of 4" IPS nipple liberally with a suitable pipe thread sealant such as Pipefit®. Tighten FDC one full turn past hand tight. Make sure FDC is aligned according to requirements. DO NOT OVER TIGHTEN. OVERTIGHTENING MAY CAUSE SEVERE STRETCHING AND POSSIBLE CRACKING OF THE OF THE FDC BODY. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL + 1 760 599-1168 1800 344-1822 FAX + 1800 344-3775 0 2012 Fire Protection Products, Inc. b7 S-3 1 01 B16.Brass Swivels'`: . NST, `30686 BCT.. 3 QOOO x 8 TP CF '.. 29900 x TLz T 3.0310 x 7:TP , Raleigh . 3;3400 x'6TP . R cfimon 3.3120 x B,TP Cont 0saead. Not for use In. vater.vatems intended dr human consumption: 250 PSI WWP Iron Body Check Valves Fire Protection Valve • UL listed FM Approved Double -Door o Wafer Style . Rubber Seat o Spring Actuated UL/ULC LISTED • FM APPROVED* MATERIAL LIST 14!'& IV' FM Approved only to 200 psi KW -900-W Wafer KW -900-W Wafer Style Body Style 21/z' -12" excluding 5' & 6') DIMENSIONS -WEIGHTS -QUANTITIES PART SPECIFICATION 1. Body Ductile Iron ASTM A535, Grade 65-45-12 - 2" thru 12' 14" thru 16" Cast Iron ASTM 126, Class B w/ Buna-N Nitrile) resilient seat molded to body 2. Disc Bronze ASTM B584 Alloy C83600 3. Torsion Spring Stainless Steel 4. Hinge Pin Stainless Steel _ 5. Stop Pin Stainless Steel 6. Thrust Bearing Stainless Steel 7. Hinge Pin Retainer Steel 8. Stop Pin Retainer Steel 9. Stabilization Sphere Buna-N 10. Spacer High Density Polyethylene NOTE 2Yx" -12' UL Listed to 250 psi 4", G', 8';10" and 12" ULC Listed to 250 psi U 14!'& IV' FM Approved only to 200 psi KW -900-W Wafer KW -900-W Wafer Style Body Style 21/z' -12" excluding 5' & 6') DIMENSIONS -WEIGHTS -QUANTITIES 4 )100 2.63 67 7.75 197 .625 16 4.75 121 3.063 78 440 8.8 3.99 5 125 Dimensions 83 Size A B C D E Weight In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. CN Lbs. Kg. 2Yz 65 2.38 60 6.00 152 .125 3 3.50 89 1.313 33 108 4.3 1.95 3 80 2.63 67 5.63 143 .188 5 3.875 98 1.688 43 178 6.1 2.77 4 )100 2.63 67 7.75 197 .625 16 4.75 121 3.063 78 440 8.8 3.99 5 125 3.25 83 7.55 19Z 813 21 5.50 14U 3.625 92 5bU 13.0 5.90 6 150 3.75 95 8.63 219 813 21 6.25 159 4.250 108 840 18.0 8.16 8 200 5.00 127 12.25 311 1.000 25 8.00 203 5.500 140 1600 37.0 16.78 10 250 5.50 140 14.75 375 2.125 54 10.12 257 8.500 216 2700 65.0 29.48 12 300 7.13 181 17.38 441 1.938 49 12.00 305 9.250 235 4700 94.0 42.64 14 350 7.25 184 17.75 451 3.250 83 13.000 330 5200 200.0 90.75 16 400 7.50 191 20.25 514 4.500 114 15.000 381 7200 285.0 129.28 Note: 14' and 16" sizes, 200 PSI WWP, FM approved only. for sizes 2W thru 12' KW -900-W Wafer Style Body Style 5", 6",14" & 16" Features NOTE Twin Disc Check Valves can be installed horizontally or in the Spring loaded for fast closure, eliminating reverse flow slam and water Crammervertical position with flow up. Easily installed, with gasket, between standard class 125 flanges. CAUTION: For horizontal flow applications, the valve must be installed with Only one set of flange studs is needed. disc hinge pin in the vertical position to insure proper operation. May be installed in both horizontal and vertical lines with upward flow. WARNING: 1. These are not to be used as steam valves 2. Valves are not to be used near a reciprocating air compressor 3. Install 5 pipe diameters minimum downstream from pump C V US LISTED FM discharge or elbows to avoid flow turbulence. Flow straighteners may be required in extreme cases. APPROVED NOTE On pump discharge, the preferred check valves are in-line spring loaded. NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY SL • ELKHART, IN 46516.4740 • USA - P14:1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 - FAX: 1.888.336.4226 • INTERNATIONAL OFFICE PH: +1.574.295.3321 • FAX: +1.514295.3455 wvmnibco.com ltevisio City of Sanford Etesponse o Correonents Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Int Email: building@sanfordfl.gov FEg -1 r iPermit # 7- S3Y: *'ubmittal Date o ' l Project Address: -710 %• S'1YL T Contact: Ph: ? 3 3 - l l 5o Fax: q6-7- 3a -3 -?S,0`` t Email: log WAC <<a e C • Conn Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: I Z'l e.'h i w i y rtDo 1 D- &VOLA Y s ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention uilding f i;'V. City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: February 5, 2018 Project: Sky Power Sports Contact Person: Joe Nicholas Job Address: 3710 W. Is' Street Contact Phone Number: Application Number: 17-3153 Contact E-mail: joe mckeegc.com Contact Fax Number: ARCHITECTURAL 1. No comment. STRUCTURAL 1. Submit two sets of full size revised foundation plans. MECHANICAL 1. No comment. PLUMBING 1. No comment. ELECTRICAL 1. No comment. Please direct any questions you may have to Joy. Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner January 30, 2018 rCHUCH ANN STRUCTURAL ASSOCIATES Mr. Joe Nicholas McKee Construction Company 790 Monroe Road Sanford, FL 32771 Re: Sky Power Sports - Alternate foundation detail Project No. 20-17-1218 Dear Mr. Nicholas: PERMIT Per your request, the continuous WF -1.5 wall foundation located under the light gauge framed walls at the building's interior is being revised to a monolithic thickened slab foundation TSF -1.5. The foundation reinforcing will remain the same with (3)-#4 x continuous longitudinal and #4's x 1'-2" long spaced at 24" o.c. transverse. The total thickness from the top of slab to the bottom of foundation will be 1'-0" and the width at the bottom of the foundation will be 1'-6". The bottom of the foundation will taper out 12 minimum prior to reaching the bottom of the slab on grade. Refer to the attached revised detail 3/S2.02 for further information. Please let us know if you need any additional information. Best regards, J11111111111, NN%T • S NO. 60256 ATE OF 11116NAL1 0". Jonathon Schuchmann, P.E. 60256 President I Sr. Structural Engineer SCHUCHMANN STRUCTURAL ASSOCIATES, LLC 7560 RED BUG LAKE ROAD . SUITE 2020 . OVIEDO, FL 32765 PHONE 407.542.1280. www.SSA-ENGINEERS.COM LT. GA. STUD WALL FOUNDATION WALL FOOTING AT LT. GA. STUD WALL S1.03IS2.02 3/4""=1 —U IiI 1 1 PROVIDE HORIZONTAL BRIDGING 1 11 1 150U50-54) AT ALL LIGHT GAUGE STUD WALLS LOCATED AT 6'-0" A.F.F. SUPPORT BRIDGING WITH 1 1/2" x 1 1/2" x 54MIL 3 5/8" 3625162-54 (50KSI) 1 1 I 16GA) x (STUD WIDTH) ANGLES AT EACH OR 6" 60OS162-54 (5OKSI) I I STUD. FASTEN HORIZONTAL BRIDGING T0. SPACED AT 16"O.C. LOAD EACH ANGLE WITH (2)—#10 SCREWS. BEARING LIGHT GAUGE STUD I I FASTEN EACH ANGLE TO EACH STUD WITH WALL. SEE PLAN FOR STUD I I 2)—#10 SCREWS. SIZE AND LOCATION. I I I 3 5/8" 362T125-54 (MIN.) OR I I I 6" 60OT125-54 (MIN.) BASE I I TRACK. FASTEN STUDS TO TRACK III I I WITH (2)—#10 SCREWS (1 AT EACH I I FLANGE.) FASTEN TRACK TO I I SLAB—ON—GRADE WITH 0.157" DIA. I I x 1" EMBEDMENT POWDER, I ACTUATED FASTENERS STAGGERED MACROSYNTHETIC FIBER AT 16" O.C. (LOCATE PAF's WITHIN 1 I REINFORCED CONC. 2" OF EACH STUD.) I I SLAB ON GRADE EL: 0'-0" I T/ CONC. SLABCD 7 d REFER TO FOUNDATION I 3" CLR PLAN AND SCHEDULE FOR FOOTING SIZE, Typ' 9,. 9„ REINFORCEMENT AND LOCATION. 1'-0" 1'-6" WALL FOOTING AT LT. GA. STUD WALL S1.03IS2.02 3/4""=1 —U E mom GENERAL CONTRACTORS 790 Monroe Road Sanford, FL 32771 407) 323-1150 Fax (407) 323-9304 SUBCONTRACT AGREEMENT CONTRACTOR: McKee Construction Co. CONTRACT.NO: 2017-12 --18 SUBCONTRACTOR: Precision Fire Systems, Inc. JOB NO: 2017-12 PROJECT: Sky Power Sports DATE: December 20, 2017 ADDRESS:3710W.In treet 8= CODE: 15500 530;700.00 Sanford, Florida 32771 PERMIT # CONTRACT PRICE (INCLUDES ALL TAXES) NOT TO EXCEED E 30,700.00 WITH TEN (10%) RETAINAGE. PAYABLE AS FOLLOWS: MONTHLY PROGRESS PAYMENTS SHALL BE BILLED ON OR BEFORE 20T" OF MONTH FOR WORK THROUGH THE END OF.MONTH. PAY,MENT.BY THE OWNER TO MCKEE CONSTRUCTION CO. SHALL BE ANBE CONDITION PRECEDENT TO MCKEE CONSTRUCTION CO. bBLIGATION TO MAKE INTERIM PROGRESS PAYMENT TO SUBCONTRACTOR, AND NOfUNOS SHALLBEOWEDBYMCKEECONSTRUCTIONCO. TO SUBCONTRACTOR UNLESS MCKEE CONSTRUCTION CO. IS PAID BY OWNER. ONLY MCKEE CONSTRUCTION CO. SUPPLIED PAY APPLICATION WILL BE ACCEPTED FOR ALL PROGRESS AND RETAINAGE PAYMENTS, ALL LIEN LAWS ARE APPLICABLE. FINAL PAYMENT BY.OWNER TOMCKEECONSTRUCTIONCO. IS.A CONDITION PRECEDENT TO MCKEE CONSTRUCTION: CO. OBLIGA TO MAKE FINAL PAYMENT TO SUBCONTRACTOR. THE RELEASE OF MCKEE CONSTRUCTION CO. RETAINAGE BY THE OWNER IS A CONDITION PRECEDENT TO TO RELEASE OF SUBCONTRACTOR'S RETAINAGE BY.MCKEE CONSTRUCTION .C.O.,SUBCONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD MCKEE CONSTRUCTION CO. HARMLESS FROM THEIR ACTIVITIES. SUBCONTRACTORS PROPOSAL DOES NOT SUPERSEDE ANY AND ALL ITEMSREQUIRERIN PLANS AND SPECIFICATIONS FOR WORK TO BE PERFORMED ON PROJECT, UNLESS. SUBCONTRACTOR'S PROPOSAL CHANGES HAVE BEEN AGREED UPON :BY BOTH PARTIES AT PRICING STAGE OF PROJECT. (SCOPE OF WORK WRITTEN SCHEDULE MUST BE PROVIDED PRIOR T01ST APPLICA7ION FOR PAYMENT BEING PROCESSED) 1.Subcontractoragrees to participate: in weekly Jobsite and Safety. meeting's on site. Meeting will:discuss project and issues that may arise during construction of project Subcontractor is responsible for updating McKee Construction Co, in regards to schedule, material availability and general progress bf. subcontractor scope of work on a weeklybasis. 2.Subcontractor agrees to perform all labor in a workmanlike manner, to prosecute said work in accordance with Contractors schedule and to complete All work in a prompt andprofessional; manner. Subcontractor is required to clean up scope ofwork iob debris on a daily basisi failure to maintain this policy:will resultin McKee Construction Co. issuing a written notice of deficencyand will subsequently hire clean up workers. which will'result in a backchame'to the subcontractor: 3. Subcontractor further agrees that he has in full force; and effect this dateand will continue in force during the course of his work, Workmen's Compensation Insurance, as required by law, and Public Liability and PropertyDamage Insurance as is reasonably necessaryto insure against the risk arising out of this contract. A certificate of said insurance is to be received by the Contractor within three (3) days following the execution of this contract In no case will any work be commenced prior to receipt of the Certificate by the: Contractor. "Prior to the completion of work.operations on this property, none of the above insurance is to be cancelled, changed; or allowed to Lapse until 30 days prior written notice has been given to the Contractor.." 4 In.Addition to standard manufacturer's warranties for any equipm..ent installed by Subcontractor, Subcontractor guarantees all work against defects from the use of inferior or defectiv16.materials, equipment or workmanship for oneyeit from the date of occupancy by the owner (Certificate of Occupancy I Certificate of Completion). All repairs or changes required:in connection with Guarantee will be performed promptly at the Subcontractor's expense. 6. Subcontractor required to acknowledge McKee Construction Co. safety policies manual on site, and adhere to all such policies. McKee Construction Co.: requires ,hard hats to be wdM at all times on jobsite, failure to adhere to this policy will result in. immediate expulsion of Violators 666 jobsite. The subcontractoragrees to furnish;McKee Construction Co. with Material Safety Data Sheets for all hazardous materials that will be. used on this project by subcontractor or his sub -subcontractors. 7. The subcontractor is to comply with all current OSHA regulations. Safety for the Subcontractor's employees is the responsibility of the Subcontractor. Subcontractor shall maintain a competent person on site during the.course of the subcontractor's work, In the event that the Subcontractor is in violation on, any OSHA safety regulations, all loses, damages, and expenses incurred including OSHA fines incurred as a result of said violation shail,be borne by and charged against the Subcontractor; 8. Mckee Construction Co.adhere's to a drug free work environment Ali companies and their employees who perform work underthis subcontractagreement on McKee Construction Co: jobsites are subject to random drug testing as a requirement of this contract if re.fusal,or positive testing takes Place`McKee Construction Co. reserves the right to ban from perionni.ng work under this :contract individual or individuals that violate this policy. Subcontractor shall not use, in the performance of the work, any personnel deemed by contractor tobe incompetent, abusive, disorderly, unfaithful, !nWitperate,intubotdinat.e, careless. or ppqualifiedto perfqrm the Work assigned to him or her, or who: are otherwise unsatisfactory to Contractor or Client Contractor may require removal from the Project of any employee or agent of.SuticontrActor if the employee of agent is deemed by the Contractor to be substandard or otherwise counterproductive to the Project 9. McKee Construction Co. requires the subcontractor to have on jobsite at all times a qualified foreman to maintain proper;communication with McKee Construction Co. project manager and or superintendent. Violation of this agreementwill result in immediate termination of this subcontract after written notice has been delivered to subcontractor. If termination of contract occurs; subcontractor agrees to cover any cost overage's that may take place in completing the scope of work 10. As part of the acceptance.of this Subcontract, Subcontractor will provide to McKee. Construction Co. a list of all principal's and key employee's cellular phone numbers. Monthly Pay request will not be paid until these numbers have been supplied to McKee Construction Co. If at any time the Subcontractor fails to respond in'a timely manner, McKee Construction Co. has the right to terminate said contract upon written notice of deficencies. 11. Subcontractor is responsible for the maintenance of their scope of work.items until Certificate of Occupancy I Certificate of Completion is secured. 12. Subcontractormay after subcontract issuance request written permission for substitutions of items specified in project documents, a complete submittal will be required With any possible savings which will beYeviewed for conformityby both the contractor and related design professionals. Contractor will Issue a written letter of approval or denial as to the substituion request being granted. Accepted Contractor Accepted: Subcontractor TMJ, McKee Construction Co, Precision Fire Systems, Ind 7S,6/ 790 Monroe Road 782 Monroe Road DEC 2 6 Z017 Sanford, FL 32771 Sanford, FL 32771 Authorized Signat Authorized Corporate Signature: Print Name: ti DateA hw Print Name ra En ( r . Date: Title:. Ejr Title:Xt rr t VE Cc t E Gn4 Since 1973 4 790 MONROE ROAD R yk SANFORD FL 32771 Phone (407) 323-1150esTRatcrI® ®. 1L COM"TRACVORS Fax: (407).323-9304 CONTRACT. #: 2017-12;--18 ALL PAY REQUESTS PROJECT: Sky Power Sports MUST HAVE THIS FORM SUBCONTRACTOR: Precision. Fire Systems, Inc ATTACHED PAY APPLICATION # REVISE®3 2013 Original Contract Amount $ 30,700.00 CODE AMOUNT ApprovedChange Orders 0 0.00 15500 $30,700.00 Totai Revised Contract 0 30,700.00 Value of Work to Date $ Value of Material Stored at Site $ TOTAL Lessi 10 % Retainage $ lEarnedtoDate Less.'Previous Payment $ Payable this Request RELEASE - The Subcontractor certifies that all materials, labor MCKCEE USE ONLY and services furnished by him through the above mentioned pay MO. ENDING DATE: period have been fully paid for (except as listed below) and the premises of the above named job cannot be made subject to any VENDOR # - valid lien or claim by anyone who furnishes material, labor or JOB:# services to the Subcontractor for use in said job; and the Subcontractor hereby releases McKee Construction Co. General CODE#1 Contractors and the Owner from any further liability in connection APPROVED BY: with all materials, labor and services furnished by the DUE DA TE: Subcontractor though the pay period. This release is given in order to induce payment in the amount of and on receipt of said payment by the Subcontractor this release becomes in full: force and effect Any;false certification provided in this Release shall result in'the immediate termination of the Contract; with Subcontractor liable for any and all extra amounts required to be paid by Contractor to complete Subcontractor's scope of work. EXCEPTIONS ARE AS FOLLOWS: STATE OF: SWORN TO AND SUBSCRIBED BEFORE ME THIS By: Title: Date: NOTARY PUBLIC . Since 1973 BCONTRACTOR CITY OFSANFORDBUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONO 407.688.5052 FAX: 40.688.5051 7- BUSINESS/PROJECT NAMK CONTAC7NAK4E: PHONE: i PLAN REVIEW INFORMATION CONSTRUCTION []C/O [l HOOD [lPA|NTBC)OTH []TANK DOES 2O%REDUCTION |NFIRE lK8PA(3'FEE APP[9---YE 0C> i TOTAL FEES: CITY OF FIRE DEPARTMENT PERMIT NO. 17" ®%T3 ISSUE CONTRACTOR: Mot O&C faso . JOB ADDRESS: • TYPE OF WORK! Building & Fire Prevention Division Commercial - NHP Permit Carel Post this permit in a conspicuous location outside Approved plans must be posted with permit for inspection Leave all work uneov til inspected and approved Permit ex ices 6 months from date of issue or last approved inspection PROTECT FROM WEATHER ELECTRIC EC770NTYPE APPROVED REJECTED NSPEC70R PLUMBING INVEC27ON17PE APPROVED ffJWTED JNSPEC7OR FOOTER / SLAB STEEL BOND SEWER ELECTRIC UNDERGROUND PLUMBING UNDERGROUND ELECTRIC WALL ROUGH PLUMBING ROUGH ELECTRIC CEILING ROUGH PLUMBING 2ND ROUGH PRE -POWER INSPECTION PLUMBING FINAL CHANGE OF SERVICE ROOF STORM DRAIN INSPEMON77PE APPROVED REJWMD RCR&CrOR' TEMPORARY POLE ELECTRIC FINAL ROOF STORM DRAIN ROUGH MECHANICAL EC770NTYPE APPROVED REJECTED JNSPEC7OR ROOF STORM DRAIN FINAL GAS EC17ON77PE APPROVED RlIWIED 4V3PFJCC70RMECHANICALROUGH MECH FIRE DAMPER ANGLE GAS UNDERGROUND PIPING MECH FIRE DAMPER FRAME GAS ROUGH -IN MECH FIRE DAMPER ANNULAR GAS FINAL MECH CEILING ROUGH MEDICAL GAS ROUGH -IN CH INSULATION WRAP MEDICAL GAS FINAL MECHANICAL FINAL SPECIAL ! MISCELLANEOUS INVEC77ONTYPE APPROVED RUMED hMPECt0,RHOODSYSTEM EC770N7YPE APPROVED REJECTED RVSPEC70R PIPE INSULATION HOOD SYSTEM ROUGH GREASE DUCT WRAP HOOD SYSTEM INSULATION STEAM / CHILL WATER ROUGH LIGHTIWATER TEST GREASE TRAP ROUGH IN HOOD SYSTEM FINAL I I I IGREASE TRAP FINAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY TEAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, AND WERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER OOVERNMENTAL ENTITIES SUCH AS WATER. MANAGEMENT DISTRICTS. STATE AGENCIES OR FEDERAL AGENCIES FBC10533 RRVMW..0417 tmpeedw 1Le 407.792AM w 193,54L2112 Prepared by and Return to: Xd1h H. Wadsworth, Esq. Peterson & Myers, P.A. P.O. Drawer 7608 Winter Haven, Morfda 33883-7608 The above space reserved for recording information) NOTICE OF COMMENCEMENT The undersigned hereby inform all concerned that improvements will be made to certain real property, and in accordance with §713.13, Florida Statutes, the following information is stated in this Notice. I . 2. 3. 4. 5. 6. 7. 8. 9. DESCRIPTION OF PROPERTY: 3710 W. 1 a St., Sanford, FL; Parcel 16-19-30-5AC-0000-094B SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. GENERAL DEURIPTION OF IMPROVEMENTS: Construction of one (1) new commercial building and relKe ilities 0 OWNER: q m R & R Holdings of Central Florida, LLC ADDRESS: 246 McLean Point, Winter Haven, FL 33884 GENERAL CONTRACTOR: Mc ADDRESS: 790 SURETY: N/A ADDRESS: N/A AMOUNT OF BOND: $-0- LENDER: ADDRESS: TELEPHONE NUMBER: Fee Simple in Co. Sanford, FL 32771 Citizens Bank & Tf; Attn: Construction Dep! P.O. Box 7, Frostproof, 863)676-7611 PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCMENTS MAY BE SERVED AS PROVIDED BY SECTION 713.13(l)(a)7, FLORIDA STATUTES: NAME: CCDI Incorporated ADDRESS: 109 Cleveland Ave., Cocoa Beach, FL 32931 TELEPHONE NUMBER: (321) 868-5678 IN ADDITION TO ITSELF, OWNER DESIGNATES THE FOLLOWING PERSON TO RECEIVE A COPY OF THE LIENOR'S NOTICE AS PROVIDED IN SECTION 713.13(I)(b), FLORIDA STATUTES: NAME: CCDI. Incorporated ADDRESS: 109 Cleveland Ave., Cocoa Beach, FL 32931 TELEPHONE NUMBER: (321) 868-5678 GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERKS # 2018007198 BK 9061 Pgs 0563 - 565; (3pgs) E -RECORDED 01/22x1018 08:14:19 AM 27.00 10. UNLESS OTHERWISE STATED HEREIN OR IN A NEW OR AMENDED NOTICE OF COMMENCEMENT, THE EXPIRATION OF THIS NOTICE OF COMMENCEMENT SHALL BE ONE (1) YEAR FROM THE DATE OF RECORDING. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNERAFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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 the best of my knowledge and belief. Signed, sealed and deliv d in the presence of 4 m 4 e J Printed Name: ffe,rkt, h/. 1-& Witness #I Printed Name Witness #2 STATE OF FLORIDA COUNTY OF POLK R & R Holdings of Central Florida, LLC, a Florida limited liability company Charles R. Northey, Jr., as its Manager The foregoing instrument was acknowledged before me this '!'" aay of January, 2018, by CHARLES R. NORTHEY, JR., as Manager of R & R Holdings of Central Florida, LLC, a Florida limited liability company, on its behalf. He Dq is personally known to me or [ ] produced a driver's license as identification. SEAL] MMY KAY ROHMAis Notary PubU% State of Florida WJV Comm. Expires Ap111 16, 2020 Commission foto. FF 88383 2 Printed Ame: /3 My Commission Exp' es: of/4r%2 0 CFN# 2018007198 OFFICIAL RECORDS 0 DOC TYPE NC 13K 9061 PG 564 PAGE 2 OF 3 6 IT "A" LEGAL DESCRIPTION A portion of South 660.00 feet of Lot 94 (less the East 15 feet for road and less right of way for State Road No. 46 on South) Florida Land & Colonization Company Limited, W. Beardall's Map of St. Joseph's, as recorded in Plat Book 1, Page 114, Public Records of Seminole County, Florida being described as follows: Commence at a 4" round concrete monument marking the intersection of the North right of way line of State Road No. 46 with the West line of the East 15 feet of said Lot 94 as the Point of Beginning, thence run North 00°1538" West, along said West line, 522.88 feet to the North line of the South 660.00 feet of said Lot 94; thence run South 89°55'27" West, along said North line, 272.78 feet; thence run South 00° ' 3 8" East, 518.15 feet to the aforesaid North right of way line of State Road No. 46; thence run 89°4226" East, along said North line, 13.69 to a curve concave to the South; thence contin ly along said North line and curve having a central angel of 2°32'50'.', a radius of 5829.65 feet, length of 259.17 feet, a chord bearing of South 89°01'09" East and a chord distance of 259.15 feet,e Point of Beginning. CFN# 2018007198 OFFICIAL RECORDS 0 DOC TYPE NC BK 9061 PG 565 PAGE 3 OF 3 Ff PERMIT M F Fire Protection by Computer Design PRECISION FIRE SYSTEMS 782 MONROE RD. SANFORD, FLORIDA. 32771 321-363-1560 Job Name Sky Power Sports FP Plan Building Location System Contract Data File Sky Power Sports FP Plan Area 1.WXF DAVIS & CLEATON ENGINEERING, INC. 260 WEKIVA SPRINGS ROAD, SUITE 1060 LONGWOOD, FLORIDA 32779 PH. #407-539-2353 LIC. #35816 RTIFICATE OF AUTHORIZATION #8689 Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C PRECISION FIRE SYSTEMS Page 1 Sky Power Sports FP Plan Date City Water Supply: Demand: C1 - Static Pressure : 80 D1 - Elevation -1.299 C2 - Residual Pressure: 78 D2 - System Flow .319.474 C2 - Residual Flow 1300 D2 - System Pressure 62.610 Hose ( Demand ) D3 - System Demand : 319.474 Safety Margin 17.241 150 140 130 P 120 R 110 E 100 S 90 C1 C2 S 80 U 70 D2 R 60 E 50 40 30 20 10 206)14 00 600 800 1000 1200 1400 1600 1800 FLOW (N^1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary PRECISION FIRE SYSTEMS Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Page 2 Sky Power Sports FP Plan Date Fitting Legend Abbrev. Name z g/4 1 1'/4 1'/z 2 2'/z 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 M Medium Turn Elbow 0 2 2 3 3 4 5 6 6 8 10 12 16 19 22 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with ". The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Pressure / Flow Summary - STANDARD PRECISION FIRE SYSTEMS Page 3 Sky Power Sports FP Plan Date Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 28 1.0 5.6 21.56 na 26.0 0.2 130 7.0 S2 0.0 22.39 na S3 0.0 23.35 na S4 0.0 25.38 na 29 0.0 49.11 na 30 3.0 54.33 na 31 3.0 54.36 na 32 3.0 54.51 na 8 3.0 55.52 na TR 9.0 50.58 na BR 0.0 59.89 na BF1 0.0 60.46 na BF2 0.0 63.37 na TEST 2.0 62.61 na 33 1.0 5.6 21.91 na 26.22 0.2 130 7.0 S1 0.0 22.13 na 34 1.0 5.6 22.46 na 26.54 0.2 130 7.0 35 1.0 5.6 24.4 na 27.66 0.2 130 7.0 36 1.0 5.6 21.57 na 26.01 0.2 130 7.0 S6 0.0 22.41 na S7 0.0 23.36 na S8 0.0 25.4 na 37 0.0 49.15 na 38 1.0 5.6 21.93 na 26.23 0.2 130 7.0 S5 0.0 22.14 na 39 1.0 5.6 22.48 na 26.55 0.2 130 7.0 40 1.0 5.6 24.41 na 27.67 0.2 130 7.0 41 1.0 5.6 21.63 na 26.05 0.2 130 7.0 S10 0.0 22.47 na S11 0.0 23.43 na S12 0.0 25.48 na 42 0.0 49.28 na 43 1.0 5.6 21.99 na 26.26 0.2 130 7.0 S9 0.0 22.21 na 44 1.0 5.6 22.54 na 26.59 0.2 130 7.0 45 1.0 5.6 24.48 na 27.71 0.2 130 7.0 The maximum velocity is 16.8 and it occurs in the pipe between nodes S12 and 42 Computer Programs by Hydratec Inc. Revision: 50.52.1 r Final Calculations - Hazen -Williams - 2007 PRECISION FIRE SYSTEMS Page 4 Sky Power Sports FP Plan Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***'''' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 28 26.00 1.049 T 5.0 1.000 21.556 K Factor = 5.60 to 120.0 0.0 5.000 0.433 S2 26.0 0.2115 0.0 6.000 1.269 Vel = 9.65 S2 26.22 1.61 0.0 10.000 22.392 to 120.0 0.0 0.0 0.0 S3 52.22 0.0953 0.0 10.000 0.953 Vel = 8.23 S3 26.53 1.61 0.0 10.000 23.345 to 120.0 0.0 0.0 0.0 S4 78.75 0.2040 0.0 10.000 2.040 Vel = 12.41 S4 27.66 1.61 E 4.0 62.660 25.385 to 120.0 0.0 4.000 0.0 29 106.41 0.3559 0.0 66.660 23.726 Vel = 16.77 29 0.0 1.61 T 8.0 3.000 49.111 to 120.0 0.0 8.000 1.299 30 106.41 0.3559 0.0 11.000 3.915 Vel = 16.77 30 0.0 4.26 0.0 12.750 54.325 to 120.0 0.0 0.0 0.0 31 106.41 0.0031 0.0 12.750 0.040 Vel = 2.40 31 106.46 4.26 0.0 12.750 54.365 to 120.0 0.0 0.0 0.0 32 212.87 0.0112 0.0 12.750 0.143 Vel = 4.79 32 106.60 4.26 0.0 42.320 54.508 to 120.0 0.0 0.0 0.0 8 319.47 0.0238 0.0 42.320 1.007 Vel = 7.19 8 0.0 8.249 E 28.118 340.000 55.515 to 140.0 0.0 28.118 5.197 TR 319.47 0.0007 0.0 368.118 0.264 Vel = 1.92 TR 0.0 4.026 S 22.0 15.000 50.582 to 120.0 B 12.0 62.000 6.898 Fixed Loss = 3 BR 319.47 0.0313 M 8.0 77.000 2.413 Vel = 8.05 T 20.0 Fsp 0.0 BR 0.0 5.86 2L 23.005 148.000 59.893 to 150.0 0.0 23.005 0.0 BF1 319.47 0.0033 0.0 171.005 0.570 Vel = 3.80 BF1 0.0 6.16 3L 38.734 10.000 60.463 to 140.0 Zaf 0.0 38.734 2.762 Fixed Loss = 2.762 BF2 319.47 0.0030 0.0 48.734 0.145 Vel = 3.44 BF2 0.0 6.16 2L 25.822 10.000 63.370 to 140.0 0.0 25.822 0.866 TEST 319.47 0.0030 0.0 35.822 0.106 Vel = 3.44 0.0 319.47 62.610 K Factor= 40.37 33 26.22 1.049 E 2.0 1.000 21.914 K Factor = 5.60 to 120.0 0.0 2.000 0.433 S1 26.22 0.2147 0.0 3.000 0.644 Vel = 9.73 S1 0.0 1.61 0.0 10.000 22.125 to 120.0 0.0 0.0 0.0 S2 26.22 0.0267 0.0 10.000 0.267 Vel = 4.13 Computer Programs by Hydratec Inc. Revision: 50.52.1 r Final Calculations - Hazen -Williams PRECISION FIRE SYSTEMS Page 5 Sky Power Sports FP Plan Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 40 27.67 1.049 T 5.0 1.000 24.414 K Factor = 5.60 to 120.0 0.0 5.000 -0.433 S8 27.67 0.2372 0.0 6.000 1.423 Vel = 10.27 0.0 27.67 25.404 K Factor= 5.49 Computer Programs by Hydratec Inc. Revision: 50.52.1 0.0 26.22 22.392 K Factor= 5.54 34 26.54 1.049 T 5.0 1.000 22.460 K Factor = 5.60 to 120.0 0.0 5.000 0.433 S3 26.54 0.2197 0.0 6.000 1.318 Vel = 9.85 0.0 26.54 23.345 K Factor = 5.49 35 27.66 1.049 T 5.0 1.000 24.395 K Factor = 5.60 to 120.0 0.0 5.000 0.433 S4 27.66 0.2372 0.0 6.000 1.423 Vel = 10.27 0.0 27.66 25.385 K Factor = 5.49 36 26.01 1.049 T 5.0 1.000 21.573 K Factor = 5.60 to 120.0 0.0 5.000 0.433 S6 26.01 0.2115 0.0 6.000 1.269 Vel = 9.66 S6 26.23 1.61 0.0 10.000 22.409 to 120.0 0.0 0.0 0.0 S7 52.24 0.0955 0.0 10.000 0.955 Vel = 8.23 S7 26.55 1.61 0.0 10.000 23.364 to 120.0 0.0 0.0 0.0 S8 78.79 0.2040 0.0 10.000 2.040 Vel = 12.42 S8 27.67 1.61 E 4.0 62.660 25.404 to 120.0 0.0 4.000 0.0 37 106.46 0.3562 0.0 66.660 23.744 Vel = 16.78 37 0.0 1.61 T 8.0 3.000 49.148 to 120.0 0.0 8.000 1.299 31 106.46 0.3562 0.0 11.000 3.918 Vel = 16.78 0.0 106.46 54.365 K Factor= 14.44 38 26.23 1.049 E 2.0 1.000 21.931 K Factor = 5.60 to 120.0 0.0 2.000 0.433 S5 26.23 0.2150 0.0 3.000 0.645 Vel = 9.74 S5 0.0 1.61 0.0 10.000 22.143 to 120.0 0.0 0.0 0.0 S6 26.23 0.0266 0.0 10.000 0.266 Vel = 4.13 0.0 26.23 22.409 K Factor= 5.54 39 26.55 1.049 T 5.0 1.000 22.478 K Factor = 5.60 to 120.0 0.0 5.000 0.433 S7 26.55 0.2198 0.0 6.000 1.319 Vel = 9.86 0.0 26.55 23.364 K Factor= 5.49 40 27.67 1.049 T 5.0 1.000 24.414 K Factor = 5.60 to 120.0 0.0 5.000 -0.433 S8 27.67 0.2372 0.0 6.000 1.423 Vel = 10.27 0.0 27.67 25.404 K Factor= 5.49 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations Hazen -Williams PRECISION FIRE SYSTEMS Page 6 Sky Power Sports FP Plan Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 41 26.05 1.049 T 5.0 1.000 21.634 K Factor = 5.60 to 120.0 0.0 5.000 0.433 S10 26.05 0.2120 0.0 6.000 1.272 Vel = 9.67 S10 26.26 1.61 0.0 10.000 22.473 to 120.0 0.0 0.0 0.0 S11 52.31 0.0957 0.0 10.000 0.957 Vel = 8.24 S11 26.59 1.61 0.0 10.000 23.430 to 120.0 0.0 0.0 0.0 S12 78.9 0.2046 0.0 10.000 2.046 Vel = 12.43 S12 27.70 1.61 E 4.0 62.660 25.476 to 120.0 0.0 4.000 0.0 42 106.6 0.3571 0.0 66.660 23.805 Vel = 16.80 42 0.0 1.61 T 8.0 3.000 49.281 to 120.0 0.0 8.000 1.299 32 106.6 0.3571 0.0 11.000 3.928 Vel = 16.80 0.0 106.60 54.508 K Factor= 14.44 43 26.26 1.049 E 2.0 1.000 21.993 K Factor = 5.60 to 120.0 0.0 2.000 0.433 S9 26.26 0.2153 0.0 3.000 0.646 Vel = 9.75 S9 0.0 1.61 0.0 10.000 22.206 to 120.0 0.0 0.0 0.0 S10 26.26 0.0267 0.0 10.000 0.267 Vel = 4.14 0.0 26.26 22.473 K Factor = 5.54 44 26.59 1.049 T 5.0 1.000 22.541 K Factor = 5.60 to 120.0 0.0 5.000 0.433 S11 26.59 0.2203 0.0 6.000 1.322 Vel = 9.87 0.0 26.59 23.430 K Factor = 5.49 45 27.71 1.049 T 5.0 1.000 24.482 K Factor = 5.60 to 120.0 0.0 5.000 0.433 S12 27.71 0.2378 0.0 6.000 1.427 Vel = 10.29 0.0 27.71 25.476 K Factor= 5.49 Computer Programs by Hydratec Inc. Revision: 50.52.1 AN" r cisione PERMIT /71 3/j"3 Fire Systems, Inc. 18009 Project Name and Location: Sky Power Sports Sanford City March 2, 2018 Material Submittal Index K Section Item Specification Section 1. Pipe & Fittings 2. Valves 3. Sprinklers 4. Devices & Hangers 5. Fire Caulking 6. Hydraulic Calculations Office: 782 Monroe Road * Sanford, FL 32771 Tel. No. (321) 363-1560' Fax No. (321) 363-1320 Fire Protection Products, BLAZEMAISTER CPVC FireS kk Itfll?f Pipe f'1I-it d Submi TYCO CPVC Pipe and Fittings pro- duced by Tyco Fire Protection Prod acts (TFPP) are designed exclusively for use in wet pipe automatic fire sprinkler systems. The TYCO CPVC Pipe and Fittings are produced from BLAZEMASTER. GPVC compound that is a specially developed thermo- plastic compound composed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art, additives: TYCO 'CPVC Pipe and Fittings are easier to install than traditional steel pipe systems, andat the same time, provide superior heat resistance and strength as +compared to traditional CPVC and PVC piping 'materials used inthe plumbing'trade. Various adapt- ers are available to connect CPVC pipe to,metallic piping All female pipe thread adapiers'have brass inserts for durability. Grooved adapters -connect directly to grooved end valves' and meItallic_pipe, with flexible grooved end couplings`. NQTCEj'. The CPVC Pipe and Fittings produced with.-BLAZEMASTER CPVC compound described hereinmust be installed and maintained in compliance with this :document antl,with the applicable standards of: the. National Fire Protec- tion As"sociation (NFPA), in addition to the standards of any authorities having jun esdiction.;Pailureao do so may impair the performance of these devices. The. owner, is responsible for main- taining their ,fire protection 'system and devices in. proper operating con- dition. Contact the :installing contrac- tor or product manufacturer with any questions. Sizes 3/4 Inch thru 3 Inch Maximum Working Pressure 175,psi Approvals UL and C -UL Listed FM Approved LPCB Approved NSF Certified MEA Approved City of Los. Angeles Refer to Installation Handbook IH -1900 dated June 2008 for.exact listing/approval information.) Manufacture Source U.S.A. Material Pipe: ASTM F442, SDR 13.5 Fittings: ASTM F438 (Sch. 40 ASTM F439 (Sch. 80 ASTM F1970 Color Orange Page 1, of 2 APRIL 2016 Worldwide Contacts www.tyco-fire,.com Ynsta atuon TYCO CPVC Pipe and `Fittings are to be to.be installed in accordance with Installation Handbook' IH -1900 dated April 2016. TFP1915 Page'2 of 2 are andLo"ode Maintenance arrancy TYCO CPVC Pipe and fittings are to be For warranty terms and conditions, visit maintained and serviced in accordance www.tybo-fire.com With this section. Before closing afire protection system control valve for inspection ior main- tenance work on the fire protection system that it controls, permission to shut down the affected fireprotection system must first be obtained from the proper authorities,and all person- nel who may be affected by this, action must be notified. After placing a fire protection system in service, notify the proper, authorities and advise those, responsible for mon i- toringpropretary,and/or.central station alarms.- larms. TheTheowner is responsible for the inspec- tion, testing, andmaintenance of their fire protection system and de -vices in compliance with this document, as well as with`the applicable standards of the National Fire Protection_ Associa- tio.n (eg., NFPA25), in addition to the standards of any authority having juris- diction.'Contact the installing contrac- tor or product manufacturer with any questions. Automatic sodnklersystems should be inspected, tested,`and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. As the leading supplier of=steel sprinkler pipe, we understand that there,are no second chances in fire_ suppression. You needproducts:of enduring quality and exceptional strength -plus reliable service. You needBull Moose. p E xclusiue makerof Redde-Pipe® RED OR BL CII PAINTED PIPE. Uo CERTIFIED RiserModel RM -1 Manifoldiia 4.+,eb t} r i d f d"" i s l z.; i and Residential Gone -rag Description The TYCO commercial and residential Model RM -1 Riser Manifold provide the necessary waterflow alarm, pres- sure'.gaugei alarm test orifice, drain, and sighf,glass equipment in a single assembly, for use in NFPA 13 com- mercial-sprinkler om- mercial sprinkler;systems and in NFPA M/131`1residential sprinkler systems as follows: NFPA 13* 1-1/2 Inch (DN40) Male .Thread x Female Thread 2-6 Inch'., Groove x'Groove NFPA 13D 1 Inch (D.N25) Female Thread x Female Thread NFPA 13R f-1/2 Inch (DN40) Male Thread x Female Thread 2 Inch (DN50) Groove x Groove Although the Riser Manifold described in this techni- cal data sheet li intended for P'FPA 13 sprinklersys- terns: it maybe used for NFPA 13D or 13R residential sprinkler systems, where,a test orifice of 2.81< or 4.21< is acceptable. The variety of sizes and grooved end connections allow cosyeffective and easy transition to check valves, control valves, and, ;system piping. The Model RM -1 Riser.Manifolds may be installed either horizontally (flow switch on top) or vertically I( flow going up) orientation, for both single sprinkler rises and floor control in high-rises., Optional Pressure Relief Kits feature a 175 psi pressure relief valve and trim components for convenient integration into commercial and residential riser manifold assemblies. The pressure relief valve, installed in - manifold assemblies _above the nor- mally closed test and drain or •drain valve, automatically bleeds system pressure, exceeding 175 psi through a flexible hose connected to the mani- fold drain outlet (Ref. Figure 5), reduc- ing system pressure to 175 psi. 0 The Model RM -1 Riser Manifolds described herein must be installed and maintained in compliance with.this document,, as well as with the applica- ble standards of the, National Fire Pro- tection Association (NFPA), in addition to, the standards :of any other authori- ties -having jurisdiction. Failure to do so may impair the' performance of these devices. The owner is responsible for main- taining their fire, protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Approvals UL and ULC Listed FM Approved Listed by California State Fire Marshall Maximum Working Pressure 300 psi (20,7 bar) Test Orifice 1=.3 Inch (DN25-DNs6) Manifolds: 2.81K 4-6 Inch (DN100-DN150) Manifolds: 4.2K Finish Red Painted Worldwide www.tyco-fire.com Contacts 0E Page i of;g FEBRUARY 2017 "A P963 TFP963 Page 2 of 8 No inal End Nominal Dimensions Nominal Drain NO DESCRIPTION P/N i Size Connections Inches Size 30o psi/2006 kPa Water Pressure Gauge, 900 01 Inches mm) Inches 2 Test and Drain Valve, DN) DN) Model TD -1: NThrea Outlet A B C D E F G H 1-1/2=3 Inch DN40-DN80) Size Manifolds; 1-1/2 Thread 10 15-1/2 2-1/4 5-5/8 8-3/8 15 4-3/8 1-1/440) MNPT NPT 254) 394) 57) 143) 213) 381) 111) 32) 1/4",2.8KOrif e.....A61G0420 4-6 Inch I TFP963 Page 3of8 OPTIONAL PRESSURE RELIEF TRIM 1" NPT 1CONNECTION (FEMALE) 2 NO DESCRIPTION - P/N y p° T 1 300 i/2000 kPa 54 mm)' O 11" Wate Pressure Gauge .90050001 280 mm) 2 gall Valve; 1 DN25 3 Flow Switch, VSR-M, 9711 603 l 1"(DN25). _.....91144801 J- 4 Field Replaceable y • / Retard/Switch. ....... 911448062-1/2" NPT I` 64 mm) DRAIN 3-3/4" 96 mm) 1" NPT 3, 4 4-5/8" (FEMALE) 118 mm) 10-1/8" 257 mm) FIGURE 2 MODEL RM -1 RESIDENTIAL RISER MANIFOLD 1 INCH (DN25) UH] IUNAL PRESSURE 1 RELIEF TRIM 1-1/2° NPT CONNECTION (FEMALE) o I 13-1/4" rm- ( 337 mm) 10" O 254 mm) 2 7/16" 11 !mm) 3-.7/8" 3-7/8" 3,4 000 mm) y. (i00 mm) 1-1/2° NPT NPT 4-3/4" (MALE) DRAIN —(121 mm) 11-3/8" 290 mm) FIGURE 3 MODEL RM -1 RESIDENTIAL; RISER MANIFOLD 1-112 INCH (DN40) NO DESCRIPTION P/N 1 300 psi/2000 kPa Water Pressure Gauge 90050001 2 Ball Valve,'1" (DN25):'-`... 97111603 3 Flow Switch, VSR-M; 1-1/2"(ON40)... ;...... 91144815 4 Field Replaceable Retard/Switch......:.. 91144866 TFP963 Page 4 of 8 t ... 111111) 1 2" GROOVED) OPTIONAL PRESSURE RELIEF TRIM CONNECTION 1$" 330 mm) 2 1/2" 13 mm) 0 16" 406 mm) t 4-1/8" \ gl q 1" (105 mm) 2. NPT 5" (GROOVED) DRAIN (127"mm) 11-718' 300 mm) FIGURE 4 MODEL RM -1 RESIDENTIAL RISER MANIFOLD 21NCH (DN50) Manifold Inska, Vatfi®n TYCO Model RM -1 Riser Manifold must be installed in accordance with this section. ' the Model RM -1 Riser. Manifold may be installed either horizontally (flow:switch on top) or vertically (flow going up). The inlet of the Riser Manifold may con- nected directly,to a shut -;off control valve. Notes: Where applicable pipe thread sealant is to be applied ,sparingly. Use, of a non -hardening pipe thread sealant is recommended. Never remove any piping component nor correct or modify any piping defi- ciericies without first, depressurizing and draining the system. Provisions for an alarm test flow .on Residential.Models must be made. The alarm .test flow is to be through an orifice having e flow capacity equal t66r smaller than the smallest orifice sprinkler in the system. One of two options can be considered.. The first option is to temporarily installa test orifice in the outlet of the drain line prior to performing the alarm test. The second option is to install an Inspec- tors Test. Connection downstream "of the Waterflow Alarm Switch. NO DESCRIPTION P/N 1 300 psi/2000 kPa Water Pressure Gauge. 90050001 2 Ball Valve, 111(DN25).... 97111603 3 Flow Switch, VSR-M, 2`DMO) ............ 91144802 4 Field Replaceable Retard/Switch.......... 91144800 Step 1. Install the manifold body with the flow arrow pointing in the down- stream position using threaded con- nections and/or listed mechanical grooved connections, as applicable. Step 2. Connect the drain line and on commercial manifolds; set the Model TD -1 Test and Drain Valve to the OFF position or on residential manifolds closethe.drain valve. Step 3. Refer to Figure 6 for .wiring guidance. All.wiring must be performed in accordance withthe authority.having jurisdiction and/or the,National Electri- cal Code, Step 4. Refer to. Figure 5.for Optional Pressure Relief"Trim installation. Step 5. Place .the system in, service by filling the system with water. When filling the system partially open the control_ valve to slowly,,fill .the system. Filling the system slowly Will help avoid damaging the WateMow`alarm switch.. After the system is fully pressurized, completely open #he.control valve. Step 6. Secure all supply'yalves open Commercial Riser Manifolds NO DESCRIPTION P/N 1 Pressure Relief Valve, 175 psi, 1/2" NPT.......... 1001184-01 2 1/2" x Close Nipple ........ 1001023-01 3 :Flexible Hose: 1-1%2-3 Inch (DN40-DN80) sizeManifolds, 1/2" x 24" ................ 1001266-02 4-6 Inch (DN100-DN150) size Manifolds, 1/2"x 30" ................1001266-01 4 Figure 323 Reducing Tee, Grooved x NPT Threaded: 1-1/273 Inch (DN40-DN80) Size'Manifolds, 1-1/4"-x 1-1/4'S:x 1/215....... 3231305GS 4 -6 -inch (DN100-DN150) Size Manifolds, 2" x 2" x 1/2" . , . 3232005GS 5 Figure 577 Rigid Grooved Coupling: 1-1/2-3 Inch (DN40-DN8b) Size Manifolds, 1-1/4" ................... 57713AGCP 4-:6 Inch'(DN100 -DN 150) size Manifolds, 2'. .. ................. 57720AGCP MODEL RM -1 MODEL RM -1 COMMERCIAL Ai OPTIONAL PRESSURE S i•'r 4 # alit ; ,,k P,resture ffl 4 i l eTrimm Model RM -1 commercial and resi- dential risee;,manifold assemblies are designed to accommodate an optional pressure relief. valve .and trim compo- nents (Ref, figure 5). Optional pressure relief trim must be installed in accordance with the follow- ing procedures. Notes: For assembly in ,Riser Manifolds installed and in 'service, verify1he 'fire protection system is de pressurized and drained. Close the system supply control valve, set commercial manifold test;and drain valve.to. DRAIN or open residential drain valveto'relieve resid- ual pressure and drain system. Make certain that drainage water will"not cause any damage or injury. Refer.to Care and Maintenance section for other requirements when closing a fire protectionsystem control'valve and Placing system in service. Apply thread -sealant or TEFLON tape on ;all threaded connections, with the exception of internally sealed flexible hose connections. Commercial Manifolds Refer to Figure 1 for commercial riser manifold features and Figure 5 for pres- sure relief trim components described in this procedure. Step 1. Remove 1/2 inch pipe plug from manifold tee. Inspectexposed female tee threads, remove thread seak ant remnants or debris as necessary, Step 2. Install Pressure Relief Valve (1). in.manifold tee, orienting valve. outlet port perpendicular to and facing away from manifold body. Step 3: Install 1/2 inch x'Close Nipple 2) in pressure relief valve outlet porta Step 4. Disconnect drain piping from grooved outlet of manifold TD -1 test and drain valve as:applicable and install Figure 323 Grooved Reducing Tee (4) on valve outlet by ,securing with. Fig- ure 577 Grooved Coupling (5), -align - Ing tee threaded branch outlet parallel with pressure relief valve outletport. Reconnect,' drain pipingtoFigure 323 tee drain outlet as necessary. Note: Refer to Technical Data Sheet G9j1 forFijure 577_Grooved Coupling installation and assembly instructions. Step 5. Install Flexible Hose (3) by threading female ends onto 1/2 inch x close nipple installed on relief valve outlet port and onto Figure 323 reduc- ing tee branch outlet. Note: Assure Flexible hiose'is not sus- ceptible to being caught orsnagged by other moving equipment. TFP963 Page ,5;of 8 Residential Riser Manifolds NO DESCRIPTION P/N 1 Pressure Relief Valve, 175 psi, 1/2" NPT.......... 1001184-01 2 1/2".x Close Nipple, Qty 2 1001023-01 3 Flexible Hose, 1(2" x 16" . 1001266-03 4 Figure 815 Threaded Reducing Tee, 1" x 1" x 1/2" NPT ......... 1001259-07 5 1" x Close Nipple .,......... 1001025-01 MODEL RM -1 MANIFOLDS TION Residential Manifolds Refer to, Figures 2, 13 or'4 for residen- tial riser manifold features and Figure 5 for pressure relief trim components described in tlis procedure. Step 1. Remove 1/2 inch pipe plug from manifold tee. Inspect exposed female tee threads, remove thread seal- ant remnants or debris as necessary. Step 2. )nstall Pressure Rdief'Valve (1) in manifold tee, orienting `valve outlet port perpendicular to and facing away from manifold body. Step 3. Disconnect drain piping from threaded outlet of manifold drain valve as applicable and install ,'inch x Close Nipple (5) tri valve outlet. Step 4. Install, Figure 815 Reducing Tee (4) onto 1 inch x close nipple, align- ing tee branch outlet parallel with pres- sure relief valve outlet port. Reconnect drain piping to Figure 815 tee drain:out let as necessary. Step 5. Install 112 inch x Close Nip- ples (2) in pressure relief valve ,outlet port and in Figure ,815 'reducing .tee branch outlet. Step 6. Install Flexible Hose (3) by threading female ends onto'1/2 inch x close nipples installed on reliefvalve; outlet port and figure 8.15 reducing tee. branch outlet. Note: Assure Flexible Hose is not sus- ceptible to being caught orsnagged,by other movingequipment. TFP963 Page 6 of 8 SWITCH TERMINAL CONNECTIONS UNINSULATED CLAMPING SEVEREDLOOPEDSECTIONCAUTION: PLATE STRIPPED SINGLE An uninsula— section of a TERMINI' CONDUCTOR single conductor is not permitted to be looped around CLAMPING the terminal and serve as two PLATE separate connections. The TERMINAL wirernust be severed to serve as two separate connections, thereby providing supervision of the connection in the event that the wire becomes dislodged from the terminal. TFP963 Page 7 of 8 RAJ 0 OFF 0 PO 0 o:OR O 0 0 0 0AONR2! OFF MARKING TEST MARKING DRAIN MARKING ON HANDLE ON HANDLE ON HANDLE POSITIONED POSITIONED POSITIONED 0ONDETENTONDETENTONDETENT 0 O tDRAINESTA DODEL VALVE 0 t7t0 SIGHT FLOW SET TEST CONNECTION DRAIN FRONT CONDITION CONDITION CONDITION VIEW FIGURE 7 MODEL _RM -.1 COMMERCIAL RISER MANIFOLD TD -1 TEST AND DRAIN VALVE OPERATION are and aJontenance TYCO Riser. Manifolds RM -1 must be serviced and maintained in accordance with this section. Before closing fire protection system control valve for inspection or n4ain- tenance work on the fire protection system that it controls, permission to shut down -the effected.fire protection system must first be obtained from he'[ who may be affected by this action must be notified. After placing>a fire protection system in', service, notify the, proper authorities and advise those responsible for mon i- toring proprietary and/or central station alarms. The :owner is responsible for the inspection, testing,,, and, maintenance of their fire protection system and devices in compliance with"this document, as well ;as with the applicable standards of the National' Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any authorityhaving juris- diction. Contact the installing contrac- tor or product manufacturer with any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Note: No attempt is to be made to repair any Riser Manifold component in the field. Only the pressure gauge, waterflow alarm:switch, or relief valve can be replaced. If any other problems are encountered the entire riser mani- fold must be replaced. The alarm/flow test procedure will result in operation of the associated alarms. Consequently;, notification must be given to the owner and the.fire department, central station, or other signal station to which the alarms :are connected; and notification must be given to the building occupants. The following inspection procedure must be performed as indicated, in addition to any specific requirements of the NFPA, and any impairment must be immediately corrected: Alarm/Flow Test Procedure Step 1. Place the ModelTD-1,Test and Drain Valve in the TEST Position (Ref. Figure 7). On residential assemblies without a test orifice, temporarily install a test orifice inthe drain outlet and fully open the Drain Valve.:Make certain that.drainage water will hot cause any damage or injury. Step 2. Verify operation of associated alarms. Step '3. Verify that the residual (i.e., flowing) pressure indicated by the pres- sure ,gauge is no less that originally recorded for the system when it was first installed. ' Step 4. Close the Drain Valve :on the Residential models and the Test and Drain valve on commercial models: Step 5. Verify That the static (ire. not flowing) pressure indicated by the pres- sure gauge is no less that originally recorded for -the system when it was first installed. TFP963 Page 8 of 8 f Ordering Optional 175 psi Pressure Relief Kit Specify: Pressure Relief Kit, Model Warranty Procedure RM -1 Riser Manifold, (specify Commer- cialor Residential application), (specify For warranty terms and conditions, visit Contact your local distributor for avail- size range), P/N (specify): www.tyco-fire.com. ability. When placing an order, indi- Commercial cate the full product name, including 1-1/2-3 Inch (DN40-DN80)............ 40721 description and part number (P/N). 4-6 Inch (DNI00-13N150)..:.......... 40731 Riser Manifolds Residential Specify: Size (specify) Connection Type 1-2 Inch (D'N25-;DN50)............... 40711 specify inlet x outlet) Model RM -1 Riser Replacement Parts Manifold, P/N (specify): Specify: Model RM -1 Riser Manifold Commercial specify part description), P/N (specify 1-1/2 Inch (DN46) MT x FT.............40551 from Figures 1, 2, 3,:4'6r5) 2'Inch (DN50) 6 G ..................40601 2-1/2 Inch (DN65) G x G ............... 40611 3 Inch (DN80) G x G ..................40621 4 Inch (DN100).G x G. . ............... 40651 6 Inch (DN150),G x G .................40661 Residential 1 Inch (DN25) FT x FT ................40671 1-1/2 Inch (DN40) MT x FT ............. 40571 2 Inch (DN50) G x G ..................40591 GLOBAL HEADQUARTERS 11400 Penribrook Parkway, Lansdale, PA 19446 1 Telephone +1 Copyright © 2017 Tyco Fire Products, LP. All rights reserved. TEFLON is a reglsteretl trademark of DuPont erection P bdiii Worldwide Contacts www.tyco-fire.com Series- ° m 506 ®fact® Upright, Pendent, dei .t° dRecessed Pendent Sprinklers Standard f p o f e Standard ova" d ag General Description The TYCO Series TY -B, 5.6 K -factor, Upright (TY315) and Pendent (TY325) Sprinklers described in this data sheet are standard response, standard cover- age, decorative 5 mm glass bulb type spray sprinklers designed for use in light, ordinary, or extra hazard, com- mercial occupancies such as banks, hotels, shopping malls, factories, refineries, and chemical plants. The recessed version of the Series TY -B Pendent Sprinkler, where appli- cable, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 inch (15,9 mm) from the flush pendent position. A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 inch (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY -B Sprinklers are described in Technical Data Sheet TFP352. Sprinkler guards and shields are described in Technical Data Sheet TFP780. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and installation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 0 The TYCO Series TY -B Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authori- ties having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler 83_entification umbers 13ffft) TY315 ...... Upright 5.6K, 1/2" NPT TY325 ..... Pendent 5.6K, 1/2" NPT Technical Data Approvals UL and C -UL Listed FM and VdS Approved CE Certified Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)' The maximum working pressure of 250 psi 17.2 bar) only applies to the listing by Un- derwriters Laboratories, Inc. (UL). Discharge Coefficient K = 5.6 GPM/psi'12 (80,6 LPM/bars/2 Temperature Ratings 135°F (57°C) 155°F (68°C) 175°F(79°C) 200°F (93°C) 286°F (141-C) 360°F (182°C)t tUL, C -UL, and VdS Approved only JANUARY 2013 T Button .............. Brass/Copper Sealing Assembly ......... Stainless Steel w/TEFLON Bulb .................... .Glass Compression Screw........ Bronze Deflector ................. Bronze V Finishes Sprinkler: Natural Brass, Chrome Plated, Pure White (RAL 9010) and Signal White (RAL 9003). Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ................... Bronze Button .............. Brass/Copper Sealing Assembly ......... Stainless Steel w/TEFLON Bulb .................... .Glass Compression Screw........ Bronze Deflector ................. Bronze TFP152 TFP152 Page 2of4 Components: * Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame 4 - Bulb indicated on Deflector, can be provided on special request. 2 - Button 5 - Compression STYLE 15 or 20 3 - Sealing Screw ESCUTCHEON PLATE 1/2" 7/16" (11,1 mm) RECESSED Assembly 6- Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE -IN ESCUTCHEON 6* } I 5 7/16" 111,1 mm) 4 NOMINAL 2" 1) (1 MAKE -IN (50,8 mm) 2 2" \1I f1/ 1-3/8" 3 ( 50,8 mm) (34,9 mm) WRAFI 1 I 1/2" NPT** DEFLECTOR * __ 2-7/8" (73,0 mm) DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY -B UPRIGHT (TY315) AND PENDENT (TY325) SPRINKLERS 5.6 K -FACTOR, 112 INCH NPT, STANDARD RESPONSE WRENCH RECESS e USE ONLY END "A") FIGURE 2 W- TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W- TYPE 7 RECESSED SPRINKLER WRENCH The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY -B, 5.6 K -factor, Upright (TY315) and Pendent (TY325) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of the FM Loss Preven- tion Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon, as applicable, is to be used for recessed pendent installations. Installation The TYCO Series TY -B, 5.6 K -factor, Upright (TY315) and Pendent (TY325) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch 1,6 mm) for the 135°F (57°C) to 3/32 inch (2,4 mm) for the 360°F (182°C) temperature ratings. A leak -tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum -to -maximum torque of 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the escutch- eon plate by under- or over -tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY -13 Upright and Pendent Sprinklers must be installed in accor- dance with the following instructions. Step 1. Install pendent sprinklers in the pendent position; install upright sprinklers in the upright position. Step 2. With pipe -thread sealant applied to the pipe threads, hand - tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W -Type 6 Sprinkler Wrench (Figure 2). With reference to Figure 1, apply the W -Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY -B Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate, as applicable, over the sprinkler threads and with pipe -thread sealant applied to the pipe threads, hand -tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W -Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W -Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft.-Ibs. (9,5 to 19,0 N m). Step C. After the ceiling is installed or the finish coat is applied, slide on the Style 15 or Style 20 Closure over the Series TY -B Sprinkler and push the Closure over the Mounting Plate until its flange contacts the ceiling. Care and w( -t ; The TYCO Series TY -B, 5.6 K -factor, Upright (TY315) and Pendent (TY325) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection system from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprinklers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dust- ing with a feather duster; otherwise, non -operation in the event of a fire or inadvertent operation may result. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. TFP152 Page 3 of 4 2-7/8" DIA. 73,0 mm) 2-1/4" DIA. FACE OF (57,2 mm) SPRINKLER FITTING 5/8" (15,9 mm) FLUSH 3/815/16" 9,517,9 mm) ( I MOUNTING 1/8.. SURFACE (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TY -B PLATE 3/4" (19,1 mm) FIGURE 4 SERIES TY -B RECESSED PENDENT SPRINKLER ASSEMBLY (TY325) WITH TWO-PIECE 518 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8" DIA. 73,0 mm) FACE OF SPRINKLER 2-1/4" DIA. FITTING (57,2 mm) 5/16±1/4"1/2" (12,7 mm) 7,9±6,4 mm) FLUSH MG*( 3, SURFACEm CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TY -B PLATE 7/8" (22,2 mm) FIGURE 5 SERIES TY -B RECESSED PENDENT SPRINKLER ASSEMBLY (TY325) WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) Thereafter, annual inspections per NFPA 25 are required; however, instead of inspecting from the floor level, a random sampling of close-up visual inspections should be made. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any other authorities hav- ing jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinklers are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. TFP152 Page 4 of 4 P/N* 77 - XXX - X - XXX SPRINKLER TEMPERATURE FINISH RATINGS SIN 1 NATURAL BRASS 135 135°F (57°C) 570 5.6K UPRIGHT (1/2" NPT) TY315 4 SIGNAL WHITE (RAL 9003) 155 155°F (68°C) 571 5.6K PENDENT (1/2" NPT) TY325 3 PURE WHITE (RAL 9010)'* 175 175°F (79°C) Use suffix "I" for ISO 7-1 connection; 9 CHROME PLATED 200 200°F (93°C) for example, 77-570-4-175-1 Eastern Hemisphere sales only 286 286°F (141°C) 360 360°F (182°G) TABLE A SERIES TY -B UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION — Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-13(SIN), K=5.6, Upright or Pendent) Sprinkler Standard Response, (specify) temperature rating, specify) finish, P/N (Table A) Recessed Escutcheon Specify: Style 15 Recessed Escutcheon with (specify*) finish, P/N (specify`) Specify: Style 20 Recessed Escutcheon with (specify*) finish, P/N (specify*) Refer to Technical Data Sheet TFP770. Sprinkler Wrench Specify: W -Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W Type 7 Sprinkler Wrench, P/N 56-850-4-001 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright ©2013 Tyco Fire Products, LP. All rights reserved. TEFLON is trademark of The DuPont Corporation. ERE Description The 6" and 10" Alarm Bells provide an audible notification of a sprinkler system event. Can be.used to signal flow,with in the sprinkler system or tampering with a monitored valve. Each bell is complete and provides 4 wire connectivity for through" wiring to additional devices. UL Listed. Available in 120VAC or 24VDC. Installation Installation of the alarm bell should be performed by a qualified electrician only. Improper installation may cause electrical shock, damage or failure of one or more connected devices. 1. Remove gong. 2. Wire the bell in the circuit according to attached instructions. 3. Mount bell mechanism on 4" square standard outlet box with the striker facing down. 4. Replace gong. 5. The bell must be mounted a minimum of 8ft., above the floor, or, as close to the ceiling as possible. MAKE SURE SOURCE POWER HAS BEEN DISCONNECTED AND "LOCKED OUT" PRIOR TO INSTALLATION AND CONNECTION OF THE ALARM BELL TO ANY DEVICE. Use with: 1361i Back Box 02-454-00 v sWkEN BELL RINDS Bell Guard 02-457-00 k= •+: 3198 LIONSHEAD AVE CARLSBAD, ,CA -92010 6".;120VAG 1 (760) 599-1168 1'(800) 344-1822 r.. 1,(80.0) 344-3775 FAX 3 2017 Are Protection Products, Inc. Bell Sign 02-057-00 Specifications Size Item Na 6".;120VAG 02=452=00 10"-12ow 02450-00 24VDC 02-452=50 10":;24VDC `' 02-450'50 BASIC MECHANISM AND GONGS 10" DIA. GONG _ II 446' 1/ 11 1 6" DIA. GONG Base I r I 1 6.7e 3.3` 1I t 2.4" 2.8° 3198 LIONSHEAD AVE m= CARLSBAD, CA 92010 1,(760) 599-1168 i + 1 (800) 344-1822 1,;(800) 344-3775 FAXi, r S 02017 Fire Protection Products, Inc. S SEMI -FLUSH INSTALLATION WATERPROOF BACK BOX (FOR OUTDOOR, USE) OPTIONAL) HEX -BOLT ADAPTOR PLATE STRIKER GONG WATERPROOF BACK BOX (OPTIONAL) AUDIBILITY RATING (dB at 1OFT) WIRING (REARVIEW) D.C. BELLS (OBSERVE -POLARITY) A.C. BELLS RED' t RED WHITE IN WHITE OUT) Ff10U C0,4TROL PM'EL =TO NFXT BELL iR0L1 COFtfROL PANGOROR`END-0F-LINE - OR PPECEDNG BELL -. "REa19TOR PRECEDING BELL BLACK IN ° BLACK OUT) BLACK IN a BLACK OUT) CAUTION: CAUTION:. WHEN ELECTRICAL SUPERVISION IS REQUIRED USE - WHEN ELECTRICAL SUPERVISION I8 REQUIRED USE W AND OUT LEADS AS,: SHOWN. IN AND OUT LEADS AS SHOWN.` _ NOTES: - NOTES: , 1.OBSERVE POLARITYTORING O.C. BELLS. 1.WHEN USING 4.C., BELLS.TERmwATE EACH 2.RED WIRES POSITIVE (+) 'EXTRA WIRE SEPARATELYAFTER LAST BELL. 3.13LACK WIRES NEGATIVE(-) INSTALLATION NOTE 1.Remove a gong 2.Wiire the bell in the circuit. 3.Mount bell mechanism on 4" squarestandardoutlet bozwith the striker facing down. 4.Replace a gong 5 -The bell must be mounted a minimum of 8n.,-abovethe floor, or, as close to the.ceiGng as possible. 6.Polarlied bell provides Red(+) and Black(-) lead wires. When you install the bell, observe the. polarity RATING "- 6'GONG SIZE 10°GONG SIZE MODEL RATED SOUND LEVEL AT RATED SOUND_lEVEL AT VOLTAGE CUNT 10 FT dB - CURREN. 1 10. FT d8 6VDC- 250mA 95 250mA 95 12VOC200mA 96 200mA 96 COIL 24VDC' 100mA 96 100mA' 96 120VAC" 46mA 98 46mA 98 220VAC 20mA 97 20rnA 97 WIRING (REARVIEW) D.C. BELLS (OBSERVE -POLARITY) A.C. BELLS RED' t RED WHITE IN WHITE OUT) Ff10U C0,4TROL PM'EL =TO NFXT BELL iR0L1 COFtfROL PANGOROR`END-0F-LINE - OR PPECEDNG BELL -. "REa19TOR PRECEDING BELL BLACK IN ° BLACK OUT) BLACK IN a BLACK OUT) CAUTION: CAUTION:. WHEN ELECTRICAL SUPERVISION IS REQUIRED USE - WHEN ELECTRICAL SUPERVISION I8 REQUIRED USE W AND OUT LEADS AS,: SHOWN. IN AND OUT LEADS AS SHOWN.` _ NOTES: - NOTES: , 1.OBSERVE POLARITYTORING O.C. BELLS. 1.WHEN USING 4.C., BELLS.TERmwATE EACH 2.RED WIRES POSITIVE (+) 'EXTRA WIRE SEPARATELYAFTER LAST BELL. 3.13LACK WIRES NEGATIVE(-) INSTALLATION NOTE 1.Remove a gong 2.Wiire the bell in the circuit. 3.Mount bell mechanism on 4" squarestandardoutlet bozwith the striker facing down. 4.Replace a gong 5 -The bell must be mounted a minimum of 8n.,-abovethe floor, or, as close to the.ceiGng as possible. 6.Polarlied bell provides Red(+) and Black(-) lead wires. When you install the bell, observe the. polarity Description Fire Protection Products, Inc. Spare Sprinkler Head Cabinets'are designed to allow for sparesprinkI& head storage as required by NFPA guidelines. The''Spare Sprinkler Head i Cabinets are available in six configurations. Three head, six head, six head ESFR, twelve head; twenty-four head, and thirty-six head. All six styles are manufactured with "knockouts" to accommodate the;most common size sprinklers. The shelf is positioned to allow for the storage of a typical sprinkler head wrench. Each cabinet is finished in red enamel. Each spare head cabinet comes with a hinged door which remains closed to protect the spare :sprinklers from the elements and features holes on the back panel to allow for attachment to most surfaces utilizing the'appropriate fasteners. Not intended for exposed or harsh environments. rt Installation Specifications Select the correct Spare Sprinkler Head Cabinet in accordance with the Automatic Sprinkler Systems Handbook. As per the 1989 Edition the correct number of spare Mafen-al Steel 22 Gauge sprinkler is as follows: Finish 0-300 sprinklersi not less than 6; 300-1000, not less than 12; 1000 or more, not Redename( less than 24: Stock of spare sprinklers shall include all types and ratings installed:* Styles ' 3 Spare sprinklers,'%2 or"/i: Once the correct Spare,Sprinkler Head Cabinet has been selected, Installation 6 Spare sprinklers 1/2`or Ya `. is accomplished by inserting the correct fastener in each of"the holes inside the 6 Spare ESFR /s 12 Spare spnnklers Yz or 3/ cabinet, securing the cabinet securely to the wall. Insert the correct number and 24,Spare sprinklers . type of sprinklers in accordance with the "handbook", 36 Spare spnnklers Final determination is subject ;to approval by the AHJ. a i fia Y' 3198 UMEAD AVE i CARLSBAD, CA 92010 TEL 4:1760 599-1Y68 1 800 344-1822 j FAX + 1 800 344-3775 0.2016 Fire Protection Products, Inc. var .7 ''ri+S` aM,r'iti':' 4 i"'£,,r'y y'fi ,--s.. r.+ .:mpY h :.'isw.''ku-c"53 ;wiiz'.-•.isra.F,Y 6,. •7 E"`"} x .' w}u= * r'i`' tl_''"®' _tifi"' k. F VP Dimensions B.n.w:: .:....,.. ...:....,,«. Cabinet Type I Length Depth ate..,. Height Height (open) t 12 head cabinet r. 1 800 344-1822 FAX+ 1 800 344-3775 02-400-00) t 14'/a" 4" 5'/a" 10'jfi 3 f 6 head cabinet i 14'/4" k 2'/s 51/4 10 %4" 02-401-00) 7 i 3 head cabinet 7..8 B n2/2 5'" 4 10'/4" 02=402-00) ESFR cabinet 6 head 3/ 1a' i (02-403-00) r 14/a" 3 6'/2" 9 12 3/4" 24 head cabinet 14'/4" i 4" 8 7/s' 17„ i (02-404-00) 36 head cabinet 12 5/6, t, 4„ 4 ° 11 3„ 26 1/fi02-405-00) Length open) 3198 LIONSHEAD„ AVE CARLSBAD, CA 92010 TEL,+ 1.76 0 599-1168 1 800 344-1822 FAX+ 1 800 344-3775 20fifre Protection Products, Inc. MIN k O tk..r' F P Description Manufactured from .020" white coated aluminum. All sign types are screen printed with a fade resistant red ink. Each'sign is shipped with a clear protective plastic coating which can be re—moved at time of installation. Each sign type meets or exceeds NFPA13 requirements. All signs (except 7" round) are drilled in four corners to allow for easy installation. All signs (except 7" round) May ',be installed .with sign chain or with any fastener that is suitable for the material that the sign is being attached. The 7" round bell signs are center drilled to allow for installation' directly to the bell gong assembly. Type "A" 9" x 7" Control valve signs are drilled with the same s four hole pattern as Type `B" 6" x 2" signs to allow for attachment of Type "B" to Type 'W% ' s. Unless o A,, ,sa ra FUNCTION: Designed to support CPVC pipe horizontally from the side of a beam. Fig. 11t 075 inust be installed with the mounting tab•oriente'd over top of piping wn F 4• y.G:,•i ',H 'i on the side of a beam. Fig. 075.can only be used as a guide on top of beans h or on vertical piping. Fig. 075 may be installed onto wood using'supplied fasteners or into, minimum 20 gauge steel using one 1/4" X 1"tek type' screw. Features flared edges to protect piping as it slides through the installed fitting. SIZE: 3/4" (20) through 2" (50) CPVC pipe FINISH: Pre -galvanized MATERIAL: Carbon Steel APPROVALS: Underwriters -Laboratories listed for US and Canada ORDERING: Specify pipe size and model number. 2 3 w y is -'` 11t S 1 ,3M,. wn F 4• y.G:,•i ',H 'i Y h Y5 .. ftPipe, t r4 s q P- Perr100 m. llw kg::.; 3/4 20) 23/e 60.33) 1318 34:93) 1.050 26.67) 20ga. x 11/8" 79 x 28.58) 100 5.5 1,68) 8.70 3795) 1 25) 25/8 66.68) 11/18 36.51) 1.315 33.40) 209a. x 11/8" 79 x28.58) 100 6 1.83) 9.40 4.26) 11/4 32) 27/8 73.03) 19/15 39.69) 1.660 42.16) 20ga: x 11%" 79 )( 28.58) 100 6.5 1.98) 11:00 4.99) 11/2 40) 31/is 77.79) 15/s 41.28) 1900 48.26) 20ga x 11/8' 79 x 28.58) 100 7 2.13) 1.1.90 5.40) 2 50) 3'/1s 87.31) 113/1 46.04) 2.375 60.33) 20ga. x 11/8" 79 x28.58) 100 8 2.44) 14.10 6.40} II dimensions on drawings and in charts are in inches and dimensi PHD Manufacturing, Inc. 20ga. = 0.035" nominal in parentheses are. in millimeters. FUNCTION: DesignedI to, support CPVC pipe horizontally from the side or bottom of beam. Fig. 070 can only be used as a guide on top of beam or on vertical piping. Fig. 070 also acts as a restrainer to prevent the thrust of a Sprinkler head during activation when mounted on top - of structure. Fig. 070 may be installed onto wood using supplied fasteners or into, minimum 20 gauge, steel using two 1/4" X-1" tele type screws. Features flared edge , s to protect piping as, it slides through the installed fitting and retaining dimples to allow for easy installation onto pipe. SIZE: 3/4" (20) through 2".(50) CPVC pipe FINISH: Pre -galvanized MATERIAL.: Carbon Steel APPROVALS: Underwriters Laboratories listed for US and Canada ORDERING: Specify pipe size and model number. 20ga. = 0.035" nominal Unless otherwise specified, all dimensions on drawincis and in charts are in inches and dimensions shown i.h.pare6th.esesare .in,millimeters. I 1W.1 PHD Manufacturing V 4i 'Zv 3/4 20) 3'/16 77.79) 23/16 55.66) 1.050 26.67) 20ga., x V/ 1 8" 89 x 28.58) IM 5.5 1.68) 7.50 3.46) 1 25) 33/8 85.73) 21/2 63.50) 1.315 33.40) 20ga. x 1%" 89 x 28.58) 100 6 1.83) 8.20 172) 1'/4 32) 33/4 95.25.) 2 7/8 73.03) 1,660 42.16) 20ga. x 11/8" 89 x 28.68) 100 6.5 1.98), 9.40 4.26) 11/2 40) 41/8 104.78) 31/4 82.55) 1.900 48.26) 20ga. x 11/8" 89 x 28.58) 100 7 2.13) 10.40 4.72) 2 50) 41/8-1(111.13),. 3'/2 88.90) 2.375, 60.33) 20ga. x 1'/8° , 89 x 28.58) 100 8 2. 1 44) 1190 5.40) 20ga. = 0.035" nominal Unless otherwise specified, all dimensions on drawincis and in charts are in inches and dimensions shown i.h.pare6th.esesare .in,millimeters. I 1W.1 PHD Manufacturing Uesigned to support CPVC pipe horizontally from the side or bottom of beam. Fig. 077 can only be used as a guide on top of beam or on vertical piping. Fig. 077 also acts as a restrainer to prevent the thrust of a sprinkler head during activation when mounted on top of structure. Fig. 077 may be installed onto wood using supplied fasteners or into, minimum 20 gauge, steel using two 1/4" X 1" tek type screws. Features flared edges to protect piping and retaining dimples to allow for easy installation onto pipe. 3/4" (20) through 2" (50) CPVC pipe Pre -galvanized Carbon Steel UnderwritersLaboratories listed for US and Canada Specify pipe size and model number. 20ga. = 0.035"nominal Unless otherwise specified, all dimensions on drawings and in charts are in inches and dimensions shown in parentheses, are in millimeters. PHI} Manufacturing Inc. _. t+.§ L F vt" r 1 t s . ar w4 Pfix§ N t `. a4r 4 7 id ., i MaxAppxWA cyte 1fi11 k t n ) rrw r t"x r zzSpacm Per 100 rPrper ` r a k Material" i Ox 1. ml lbs` wk9,.ss. Size, A. z,•._. 8....., i 0 ., D D by X ize' m 7ii/`xft 3/4. 20) 25/16 58.74) 17/8 47.63) 1"/16 42.86) 1.050. 26.67) 2082: x 1'/e" 79 x 28.58) 100 5.5 1.68) 8..50 3.86) 1 25) 29/,6 65.09) 23/16 55.56) 115/16 49.21) 1.315 33.40) 20ga. x 1'/a" 79 x 28.58) 100 6 1:83) 9.40 4126) 1'/4 32) 2'5/16 74.61) 2'/2 63.50) 25/16 58.74) 1.660 42.16) 20ga. x'11/a" 79 x 28.58) 100 6.5 . 1.98) 1b.40 4:72) 11/2 40) 3',/4 82.55) 213/16 71.44) 25/a 66.68) 1.900 48.26) 20ga. x 1'/8" 79 x 28.58)100 7 2.13) 11.30 5.13) 2 50) 35/8 92.08) 31/, 82.55) 3 76.20) 2.375 60.33) 20ga. x 11/a" 79'x28.58) 100 8 2.44) 13.20 5:99) 20ga. = 0.035"nominal Unless otherwise specified, all dimensions on drawings and in charts are in inches and dimensions shown in parentheses, are in millimeters. PHI} Manufacturing Inc. _. Pl"nid 1— 3/5 . CITY OF ' Building & Fire Prevention DivisionS.ki4FORD PERMIT APPLICATION FIRE DEPARTMENT Vplication No: /s gY: Documented Construction Value: $( 7 DO. DCZ Job Address: 3710 W 1 st st Historic District: Yes No Parcel ID: 16-19-30-5AC-0000-0946U__d_fResidential[—] Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW FIRE SPRINKLER SYSTEM BEGINNING ONE FOOT ABOVE FINISHED FLOOR. Plan Review Contact Person: VICTORIA GONZALEZ Title:APPLICANT Phone: 321-363-1560 Fax: 321-363-1320 Einail:VICTORIA@PRECISIONFS.0 Property Owner Information Name R&R HOLDINGS OF CENTRAL FLORIDI Phone: Street: 246 MCLEAN POINT Resident of property? City, State Zip: WINTER HAVEN,FL 33884 Contractor Information Name Precision Fire Systems, Arthur Bateman Phone: 321.363.1560 Street: 782 Monroe Road Fax: 321.363.1320 City, State Zip: Sanford, FI 32771 State License No.: FPC13-000123 Architect/Engineer Information Name: Phone: Street: Fax: dJ City, St, Zip: E-mail: I A Bonding Company: Mortgage Lender: ! '' Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, A.-u^ves ba"em heaters, un1w, and air. canditienessetc FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 611 Edition (2017) Florida Building Code Permit A licationRevised: January 1, 2018 rj PP a X. ; NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date ArAul itm Print Contractor/Agent's Name I f N tary taieio rida Date KATHRYN BOWEN NOTARY PUBLIC STATE OF FLORIDA cpmffv# FF140974 Contracto0si r own to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: \ WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: January 1, 2018 Permit Application E I Jill 19 2018 I STOCKING & TRAINING PERMIT APPLICATION ,k INDEMNITY AND HOLD HARMLESS AGREEMENT,[, ` Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Permit #: 1-1- 3 5 '2_. Contractor: MCV,6efYLuc. Plumbing Inspector Approval: Electrical Inspector Approval: Fire Inspector Approval: Project Address Property Owner: c --"F (S_A. IFL Mechanical Inspector Approval: Building Inspector Approval Building Official 241e In consideration for the Stocking Permit fee, the JURISDICTION and the OWNER, CONTRACTOR and TENANT listed below agree to the following: The OWNER; CONTRACTOR and TENANT agree to indemnify and hold the JURISDICTION free and harmless from any and all claims, causes of action, damages, bodily injury(including death), losses, penalties or costs, including, but not limited to, all attorneys fees (whether from litigation or administrative proceeding, including cost and fees on appeal), with respect to any person or government authority arising our of, either directly or indirectly, the construction, operation, training or stocking at the premises covered by the above listed Building Permit number , whether the liability, loss or damage is caused by, or arises out of, the negligence of the JURISDICTION or of its officers, agents, employees, or otherwise. 2. If the JURISDICTION shall be subject to any claim, demand or penalty or become a party to any suit or other judicial or administrative proceeding by reason of any claimed act or omission by any party, or by reason of any act occurring on the subject premises, or by reason of,any omission with respect to the construction or operation on the subject premises, the OWNER, CONTRACTOR and TENANT shall indemnify and hold the JURISDICTION harmless against all judgments, settlements, penalties, and expenses, including attorney's fees, court costs :and other expenses of litigation or an administrative proceeding, incurred by or imposed on the JURISDICTION in connection with the investigation of defense relating to such claim or litigation or administrative proceeding, and at the election of the JURISDICTION, the OWNER, CONTRACTOR or TENANT shall also defend the JURISDICITON. 3. It is understood and hereby acknowledged between the parties hereto that the JURISDICTION shall not be liable for any act, debt, or other obligation to the OWNER, CONTRACTOR or TENANT. 4. It is understood and hereby acknowledged between the parties hereto that this permit is for stocking and training of employees only for the structure or space covered by the above listed permit number. This permit does not allow any occupancy of the structure for purposes beyond stocking, training of employees or completion of outstanding construction work authorized by this or another permit. It is understood the structure or space shall not be occupied by the public.until a Certificate of Occupancy has been issued by the. JURISIDCTION. 5. This INDEMNITY AND HOLD HARMLESS AGREEMENT will terminate upon the issuance of a Certificate of Occupancy for property covered by the above listed permit number. However, this agreement shall remain in effect for all events occurring prior to the issuance of the. Certi€sate of Oancy. B i di g Owner Signature and Date Tenant Owner Sign re ,nd Date Rev. 8/ ) Printed Owner Name S&Ptfi Jy llJC&JLf Printed Contractor Name 4-,r,,E D__ C,v Printed Tenant Nam O'no jot (qo-;')',3V3 -erS0 Job Address:. vj PffeM [D. - T pe of Work: Newl", DcstrIp. Buddink-A-Fire prevention Division AMWT APPLI&AELOIV A p livatinn No: Documented Canstrucdvrt'%Ialue: S evA YeasNoMax4ord. emoA-11t&atfon7 Re" irEjo - hqi*.-e, of Use[7 MAd-di P'. --- r 1.016' (1-n1r) 1 r;1 az P14 Retie Cutttaet i crst n: filth:: Aube: Etna : P 6.&fty G(Wner 1hfbr-m-tAj'qn I Nai ne Phone. s Ttlreec- ci;!Y, fi Contractor InfbrMation: tA ; O, I '_ , , I r7 I 7 F -LX4IS0kcj -Avev-) Mate t'40epse- No': 1210101 city.'Siateli p,4 Street;, Fs City` St Z 'P, Addiesk"! R' FAILURE 'T W,UVQNG TO 1(k: A ?OTTC`E 01. 0tMMEN_C:E.iW-C*T.__N1.'AY_ RESUL j'j MUST BE- PA YiNt'. b q E-j 4 -,* ' .4" ', tt Q N'0UR,'P1R6PiIii i-. cl 0 T;J EIN rENDketIFYOUF- TO 0-6DEDAuNDPt) .17 ".'k -117_ 1: It op- kFORE I -_ . 0 " R K C"d It *rM -,D" -"'Wbfim JOB, si-ft, .6, Rs' r t s g.Y BEFORE ftFCO.RD 7N't YOUR N01FINAN -C6.'§U'Lt.'W1_T.l4 YOUR LEN (Alt. At coivm APPI h t66-djr, ty'Obtli 11 4- pmm.1 1:0 (to- the work =41. instaflatiP ig canstruc an Ic ion is LD cite will e pqrbrrn.-d to et scamiticilmd, ldrjr' th i- eTMjtujWu1' ail W(21* Wdu uOtt, 60 war, k.'Vlujun . sme u3n be secured COTiAvvtLnthjg1-& - 1. underscind-thal a StV4r mtc Pernu F Usl._ mbin,gl signs. p da Ruildin-1.0 t4j.' -Eilifion (2201.7) Flarl FRC f.05.3S'u,1J:bv_inscrIIycd wit Ilx afljan arni.tht.6de In tdcct al%urthat _P Ri sd' jammary r_ —"-- __ -, " addltitrw risirkhloftr.`IppliciLbia to. ihts'propzz rw Lhatm4y 67. tNOTICE ID ad to the, requivmwts 0" thiS'PerFML. tbef-- My bi d..C'r T.geq su as wnte. 5;4nd En-'thc public retorts Ofthis county, and t4re._= other gowraineatc aC --,, ch r y 5ij 4 Avc vmf- 16d;I'L.1p Law, FS713. C of PC. -Mit is I1cation tify,the O%v6e.r of the propatty ofthe- rcqu.nwrtis.offk. The qty r f Sadidit4 mqums q3 at iw, rC*ieM'fCe:ak the time, oft.nir submilW,A'cop}- 6f thepoff) 01, in cirde'r in vakuhlit aylan i i.VICWOArg 011(1 will be COASWer-c-d Lht-,-_rtimzi(cd of IEjej6b at titht...oEsed.b mital' t at lilt ditc- P rhommmc-tion val, ur bred base&an thept 'I ICC V'a kh lit* t_S*Iissuc(l in Tho tkuw C Will Ni f1i'm Tabir irl_P.O 6j ordinantc.. - Should calculated chnrgfz_ rINUC, Vdoft'the dscrtti lite nctual car tntrfiafi Vulut, credit v6ffbc applicd w,-murpermil, -_Cees when tilt pt rrnh '- .5 _issimd- c&# el g, inforffljjrtjon j$.' jCtINLiVfythata] of the -for gpin U .1.,nd duit all work NVIII. S be-donelh cart ipliance-ivifh A1.1 -'app -IC;t e 11lit r 690*1 CO Us'trifetlowapd zoning. 7 print 7 ffjo '0 DAs per s y"Knov%<n to.Mt orOwnor/A.7q is Fr o-Oed IV 'Type.:of-ID, mKc L D.Ab ave EITSE 'INLY' REL 0 NW IS, -FOR ,O FFIC K: Te'rniftis Re ' .qW.'d, %jiloi-q[] EjeaTjcaI[j -Wehaniffalfl' ii -I 9=bin'[] ficy Us'ade: Tat -al -S _Vt fBIdg: an.c7f Load:, 6 t6r les: ts C_ plum -hi -n- 0i, tlxt'":M._ C a. A- oia.structioi!.' EkdriI- 7.Y SQ NO -E) Yeg.[] -6of flea& t1re, I r"T ZONq'NG.-- ENGVEERING-V FME - ihnnit Appikaitn r-- -- ' " -- I i4 Kl"Ptno YouOonn'cotedl Sold To Sky Powersports North Orlando Now StIckn4v 855 N US,Kwy,, 17T92 Onowood, FL ---32750 124'WQ10' Ohio Aveworarse'Pity, F4,4;70.3- I ' 0- m n ge i t, -4,01 v6ittsla: t., 38644-noo" C304604051 Nombe.r 101 www-.clsco,rn.mxq Ship To Sky PowqrspQrt4i North Orlaqdq N60 '500410 370 W1151t 5"Ot- Sanford, FI -3 7,4 6 Pate Apr 2, 20:18 Your Wg$ tep 4-07,29,1-10,0 bxt 205- k . perikinsQns,comm.rarr. Email raftstickneyfttnall=M email II'Atostf;"Oy malt.com Phone 407-16P:,682 F.o,X 40.7-960- 16833 4014$04:831 o3S',;,Cm mun, itd4ld mi i5 Proud I' t pro won- tqProzon,' 0 P -o4 -pi for tho t0MnIu(II9-A 1716W4 0.0rt3 North i ap I Y 4 . - -vli 0,qtj 6 i -of haQjq'onda, WoN., -c Inclv00 fta,i tomm'roorn rio notaltattQn, cot6 c401169 fnilra4mcWTv. 1) S I ng le Cott S. 0 utlat 18) oval 'Icar6:.-0vtIet5- 5) 0 u8i cat6 WP Out! fz 1) Qq4d CAW PSP oijtlau 3) WAPCM, Ouitluts, Menufacturcul Phbfj.e SygeM3 I 1fPIP11P I V'i0 lig/0' /F6-' Cbbla 15 L.D., atD er u mcgl) a.:—E'770 i;VANC-' 4 r*q;,4;-cs a . Asm vvcm. 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ThE tatG cabte Will M -SUSPehd d fto , m the bu'ld* n q itu Tai Ij jn' b provididNr--- fn9_-,C-ot6 raked J l4ock Lp,sl t 15-Millits can e 6,tha.6,.qtd,mr Adqotft (if CO' I')*slAOje_C:4t6 Outict Dun' I Cai6-Outtv=-W 5) Dual Cato OSP Outlets I) QU " sd cilts OSP Olutwt 3) WAP caiz OW is SubTotal ThO Cis, Comrnvr;Tcalon.s,DIRr-,_Pnw 1,5 Ye'Ltlwarranty r OAOil t,,Otjjqj3 In6astructure cable and tqrminotlat'l RrIodUt' with the LAtensed Low Voltage Ontf,arCW, All rableswlll besotted end io-tNd with a Fl.ulkd .0SX5,000. @Tdders t-irrns and CondItion-51 conduit M''C'e-WaYS*aM.'', OnO by qtftop, lnOvdi4Q,*u6J_d4 All MDF i3tickboards ftSystema gr6und bijs-provid by 6-0m., All 61t.6 d6j'e ihilil 1iVit 1i'4 S"jc w 1t oa.4t-staOoq afid'_j()I service 1000 tit cl=t, to SAPI6:nw" I dtad In- ^sIn With a tusi omler is SpagM0041U. fn-itb lied will be !w tOgd. a:d;qrrdfiig`to- AN 51 EL_A,/rT,, 4 PecOr atjons-'a . no, EW,T'Sta6duo,5 a!; wk esaCM rin:On, ;1 _H00'c 145, 11 4uti'Li:-willte labeldd 4ccordltlq to th'tt All Cpta tail o-Will'56d6 take. Will fficsi, Sta-'-wards. a nd IN EC- codns; or_-Ao AS-Oviltj antiF16ka Tg# tam gubmfttu4kq th Ov?,n4r at -the tfftlu Qf lWon, w1kior-O'de a 25 year warm.nty on ,'311 tzobling Inivaijra P.Fu, on latrQr Pr00081 Q,;tN ab1 will OIC up'to the, foo,tag-4- 111MIt ItYvm th'O-ffi0nO60WMf-,: IVO." -faff. This fva-snsurned thour4oOver, i, eFQ add C LedWh&a Ifth,16Y. 6 +t MI bd all to - ths bid rmdorlal - Provid J5, durl" CtUOq U!e t)4 to u4 ftVs;h Cus ronwhat. ia5 or=q Wig Wdifin pr=ess, Rrltlrtf6rM d Prlcinq do--' M llr! it one t5 ngmlp vp ra - at I nclUdIc it. W'On additional to Oil$ P 06 4 to'otodr oq.Vip nu ant Rjq, ri no0c4-Aklo O rDoJoctbaIuP Si "13% 7 8 v 0 SvbTotal ViS-70,69 Total $7,M1540 Phono SyStamp VOINIP. I 01grofDaWFIber Cabla I AMN41(lon" SY60ma I L.O. Intoirnot UM99q, OTIk , 4I14- W27 i", 4C 4aVO4 op QSM4/,i8 116,00t3d by QUONWork, Post w 0 z 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855;541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 I Application Number . . . . . 17-00003153 Date 6/20/18 Application pin number 467772 Revision number . . . . . . . 5 Property Address . . . . . . 3710 W 1ST ST Parcel Number - - Application type description NEW STORES AND CUSTOMER SERVICE Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . 3489475 Application desc noc on file Owner Contractor MCKEE CONSTRUCTION 790 MONROE RD SANFORD FL 32771 407) 323-1150 Structure Information 000 000 ---------------------- Construction Type . . . . . IB SPRINKLERS Occupancy Type . . . . . . BUSINESS USE GROUP Flood Zone . . ., NONE Other struct info . . FIRE ALARM NA PLYING FIXTURES 13.00 CITY OF SANFORD BUILDING NUMBER OF STORIES 1.00 300 `N PARK AVE FIRE SPRINKLER SYSTEM NA SANFORD, FL 32771 SQUARE FOOTAGE 32029.00 . Permit ..-------.-.--ELECTRICAL PERMIT SALE Additional desc . Phone Access Code 1059195 MID: 9520 Store: 4616 Term: 2902 Permit pin number 1059195 REF#:00000001 Sub Contractor - . _CJS COMMUNICATIONS Batch #: 002 RRN: 817117012375 Permit Fee 30.00 Of/20/18 13:2343 issue Date . . . 6/20/18 Valuation . . . . 7895 CVC H" Expiration Date 12/17/18 Invoice ,: #: 173153 Qty Unit Charge Per Extension Trans ID: 005996595529870: ., BASE FEE x0.00 APPR CODE:. 286284 AMEX, Manual CNP Special Notes and Comments 500$ All projects within the.City shall use WastePro>for debris removal. Please AMOUNT $69.00contactWasteProat407.774.0800. - Normal hours for inspections are from 7:30 through 4:30 Monday through APPROVED Thursday..'Please"be aware you must contact the,Building Official to I AGREETOPAT ABOVE .TOTAL AMOUNTscheduleaFridayorafterhours111ACCORDANCETIITHCARDISSUER'S inspection. This is required since not AAGREEHEHT eve inspector is licensed to .do eveeverypevery MERCHANT AGREE)IENT IF CREDIT tlOUCHERf type inspection, Communication is the RETAIII;THIS COPT FOR STATEMENT key, so please contact, the Building VERIFICATION Official if, you have any questions at MERCHANT COPY 407;688:5058 or at dave.aldrich@sanfordfl.gov lv solutions paid 25 for application fee Water impact fee $3693.00 No sewer impact 'fee on septic system. Other Fees . . . . . . . 01-APPLCTN FEE -ELECTRIC 75.00 01-APPLCTN FEE -BUILDING 75.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY,OWNER PAYING TWICE FOR,BUILDING IMPROVEMENTS. NOTE: ALL FEES; MUST BE'PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. REQUEs'r FOR PRE,-PONVER XYMMERCIAL PROPPRIIE-S Allamonk Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford. SenAnole County, Winter Springs Bktilding P!n-nlil Flerrmt kralinn inconsid raulhMoh" to appwqiah; &MY Wwony W VW4. Ow QaQ"W apm M and undvol:1110 11-1(: I. 'Fin: f"I'JUly w0l n;kt, IIQ o''c'kljlk.'d unfiI a crlfiliOtc 0*Q(CnjIaIWY !KIS 11CICA i:OAn'd 11cycai".CT fisn& Lhilt thc iJCC"Ip'!Cd befu.-': a hzs ltc,ni issacdthe jurisditlwn ON Uve AMR11cral right to the wility In Qlmdol stake whKa nwiew FwManom uw wKwok and emu OK SKMW tbC)MW%Kn MOCA sUA "W" uht: AMW MH cm be mmpshk Ir my Wnges or ---hicb Tusia, i.,ii, ii-ic exerme Jski i lit: Also. in Else eent MWANd pwy do". fr.1111 0--.-a nf',Ilch -ogtee 11) jcnn.dy md infi.ividurdly unICIIJIMY MW b*N WMEN afl.,ue.h danal!'C:: u::Ilcosl&' tnchj'hn. 3. The building o. smic-lurc 511-11i b -L i;:g ir-, 11!-, dcsi.nuickl fi.u. III tits AMU be qomocW oM to ak W* AV uYUSM scomeg munchlca MA ih; awa W ho WMpWe owns YKNOY nymVed by me MWKWW"Mor' I. ): I .riur CIUCIT lockal'-ic. If Wood pWCK sc W an ama Ihm mup" be iomd 4 jw;' 11C 1,111CIS 'hill! -b'; Q<111J.pricil with', lncl:niv. (apps rwc-d by the All!) -1-Ix licclisul e"I'vc(neal 4.00W MAE )r mmd hold;lIc hvys(s.) for wcess -doe'llical panels ki) pic''Cnk CIII.:I'6i-,'.iIIg 61-CUit,; 0143 111:111 LINO;I: 111:a mc-Silic, TX"W4 dw Ac Wndk xpammg be qVMQWE pa 14 WmI AM NyMmmi %Q wmu on 1wsv-q,-m nwicir zo I TO pVVWU aW'(IYZII ii Valid f0l a CIC INI) days flon' di 1 ChukwUhMeWcu""Wkdmfur (ccs mw&kd&Mpropos C A 1. 1, F. 1) 1 Kl(): prnwas 2nogy n RnWK Pmmr and QK R.c..... 02. -"fj,. z S*., ig of D (. Inirzlclol EC ooac)c? I. - nn S Niva ";m 11 ch'! 0 c nrin t r II) I—i'3111:1".1111 C A 1. 1, F. 1) 1 Kl(): prnwas 2nogy n RnWK Pmmr and QK R.c..... 02. -"fj,. z S*., ig of D (. Inirzlclol EC ooac)c? I. - nn FIRE DEPARTMENT 1-7-31S,3 Building & Fire Prevention Division PERMIT APPLICATION Application No: 11-31 S Documented Construction Value: $ 16;770.00 Job .Address: 3710 West 1 st Street f Sk' wPr S2CY) Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition[] Alteration Repair Demo Change of Use Move Description of Work. Install Addressable Fire Alarm System per drawings and specifications. Plan Review Contact Person: David Levin Phone: 407-636-8740 Fax: 407-636-8742 Title: Email:david.levin@lvsinc.net Property Owner Information f'92MEWR D, Name R&R Holdings of Central FL, LLC Phone: D yam. v—iID Street: 246 McLean Point City, state zip: Winter Haven, FL 33884 Name LV Solutions Street: 781 Big Tree Drive Resident of property? : Contractor Information City, State Zip: Longwood, FL 32750 Phone: 407-636-8740 Fax: 407-636-8742 State License No.: EF0000043 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 IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6`h Edition (2017) Florida Building Code Revised: January 1, 2018 f ` 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/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name of Notary -State of Contractor/Agent is VPersona Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY DARREN DARWENT Notary Public - State of Florida Commission # GG 181604 My Comm. Expires May 27, 2022 mded through National Notary Assn. ly Known to Me or 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: Revised: January 1, 2018 Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTEWATER: FIRE y %t/',,g BUILDING: -!r- I I Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: / % A PERMIT NUMBER: / L 315-3 BUSINESS/PROJECT NAME: ADDRESS: 370 t,/, f CONTACT NAME: PHONE: PLAN REVIEW INFORMATION CONSTRUCTION [)C/O [ FIRE ALARM [ ] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: 7J', :Pv NO I F I FE tiff by Honeywell NFW2-100 Fire Alarm Control Panel Protected Premises: Sky Power Sports Date: 4/17/2018 Address: City: Sanford State: FL Zip: Prepared By: LV Solutions Phone: (407) 636-8740 Address: 781 Big Tree Drive Email: City: Longwood State: FL Zip: 32750 AC Branch Current Requirements 3.00 AMPS @ 120 VAC Current required by source to power the fire alarm system. Primary Standby Load 0.01 Amps Current load on the primary power supply during non -alarm conditions. Primary Alarm Load 3.61 Amps Current load on the primary power supply during alarm conditions. Secondary Load Requirements 4.74 Amp Hours Total Secondary Load from the calculation table below. k' a°G, FY``%'%r^. 'F `'%'i vi.?V. i w..3s^b •,... 5 . E,°{Y '. _ • Secondary Standby Load' Required Standby` Time 0.151 A x 24 hours 3.62 Secondary Alarm Load Required Alarm Time hours 3.882 A x 0.084 hours 0.33 Total Secondary Load 3.95 Derating factor x 1.2 Secondary Load Requirements 4.74 Battery Selection 7 Amp Hours Select batteries from the list below. 7 AH BAT -1270 Battery 12 volt C Two C Four (two 12VDC sets in parallel) CU Curtis Engineering Service, LLC CA # 31561 James M. Curtis, P.E. PE # 37912 29775 Bayhead Road Dade City, FL 33523 Page 1 of 2 D; v 5IA] t_Uf OR10P•N if NAL Ilil!! Battery Distribution Chart Shows amp-hour.distribution of your selections. Secondary Alarm Load 6% Spare Battery Capacity J Secondary Standby Load Secondary Alarm Load Comments 1. Batteries will fit in the FACP cabinet. 2. Selected battery size meets secondary load requirements. 3. The selected batteries (7AH) are within the charger range of this power supply (7-18AH). Spare Battery Capacity 2.26 Battery Selection AH - Secondary Load Requirements AH Secondary Standby Load 1 4.35 Secondary Standby Load (AH) ' Derating Factor Secondary Alarm Load 1 0.39 Secondary Alarm Load (AH) ' Derating Factor Page 2 of 2 AZ AFAA NAC Voltage Drop Calculator This calculator provided voltage drop calculations intrr;ee"formats '(VMt"to'o-int, End of Line, and Load Centering): Make sure that you know what method is accepted by, and the results do not exceed the limits set by the respective jurisdiction Point to Point Method End of Line Method Load Centering Method Name rt, Project Ne Sk'Y"-P'0wqr-.S"- CIRCUIT IS WITHIN LIMIT'SSports;„ vl CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS Date I r Circuit Number N1. TotalsTotals Current I Distance Voltage Drop Tot. Voltage Totals Voltage Current Distance Drop Current Distance Drop Nominal System Voltage 24 1.330 434 1.75 1.330 ... 434 2.286 1.330 434 1.143 Minimum Device Voltage "16 End of Line Voltage 22.25 End of Line Voltage 21.71 End of Line Voltage 22.86 Total Circuit Current 1.330 Wire Ohm's Percent Drop, 7.30% Percent Drop, 9;52% Percent Drop 4.76% Gauge Per 1000 End of Line and Load Centering Methods use only the wire guage f or the f irst dev ice to source Distance from source to 1st deviCEi-'-'3! 12 = 1.98 Standard Wire Resistance in Ohms per 1000 feet. Wire Gauge for balance of circuit P2Ro5 2LL 3.07 18=7.77 16=4.89l 14=3.07 12=1.98 10=1.241 Enter current in amps. Distance 77+18-14 1.213 5.06% Awg Solid Conductors 12-10 Awg = Stranded Conductors 150 = 150 ma f rom 663' Voltage 8 Notes: Device Device previous At Drop from Percent Wire resistance is doubled in the calculations for two wires (Positive and Negative) Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then I Device 1 31 23.84 0.163 0.68% the manufactures listed minimum operating voltage (IE: rated operating voltage 20-32 VDC). 6ev icee 2 14, 23.73 0.274 1.14% 0. 1$1 Device 3 x.0:148 23.54 0.457 1.91% Device Manufacturer SYSTEM;8EN'9 OR 4=EDeviceManufacturer8Y,5TM'SEN$0R Device 4 0 0, 2& 23.34 0.664 2.77% Current Current Device 5 -O- 1-4 24 23.17 0.831 3.46% Horn Strobe @Rated StT,o66;Only. @Rated 1. - 31_ Device 6 0.157. 3 72, 22.98 1.020 4.25% Model # Candela Voltage Model # Candela Voltage Device 7 0.1071", 22.86 1.137 4.74% P2Ro5 O Device 8 P",'AZT,tt i""-7,, 22.79 1.213 5.06% P 2 L' Qt,,,,' SIR 663' Device 9 8 22.66 1.339 5.58% P2RL`75'`,'--, 7 5 f-1-1 SRL 16'-76 O.' 10 T Device 10 0:157 `72 22.45 1.547 6.45% P2AL-95 95 0.133 SRL-95 95 0.121 Device 11 O.e157 7 22.31 1.693 7.06% zP2RL-1'1'Q_' 0. 1$1 110, x.0:148 Device 12 22.25 1 7 5 2 7 . 3 0 6/6 5 0 :205 END 22.25 1.752 7.30% P 35 3 72, END 22.25 1.752 7.30% P2RH 150 50 0.000; SRR71 56 1 0, 0:0 60 END 22.25 1.752 7.30% jP2RH-1 71 7 0.2 90L SRH -177,'.` SRH' 117' 0.000r END 22.25 1.752 7.30% P2RH-185 0.235 SRH'465 1 0:222L END 22.25 1.752 7.30%HR,,-LF y-' A END;,` 22.25 1.752 7.30% END END Totals 1.330 434 22.25 r 1.752 22.25 1 1.752 End of Line Voltago 7.30% 7. 22.25 AZ AFAA NAC Voltage Drop Calculator This calculator provided voltage drop calculations int ree ormats ( omt to oint, End of Line, and Load Centering). Make sure that you know what method is accepted by, and the results do not exceed the limits set by the respective jurisdiction Point to Point Method End of Line Method Load Centering Method Project Name Sky,•Power Sports. CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS Date 4/17/2018 Circuit Number N2Totals Area CoveredCurrent Voltage Totals Voltage Totals Distance Drop Current Distance Drop Current Distance Voltage Drop Nominal System Voltage 24 1.229 576 2.27 1.229 576 2.803 1.229 576 1.402 Minimum Device Voltage 1,6 End of Line Voltage 21.73 End of Line Voltage 21.20 End of Line Voltage 22.60 Total Circuit Current 1.229 Wire Ohm's Percent. Drop 9.44% Percent Dropi 1-1.68%° Percent Dropl 5.84% Distance from source to 1st devic Wire Gauge for balance of circuit 53 Gauge 12'. 1,4" Per 1000 1.98 3.07 End of Line and Load Centering Methods use only the wire guage f or the f irst dev ice to source Standard Wire Resistance in Ohms per 1000 feet. 18=7.77 16=4.89 14=3.07 12=1.98 10=1.24 Enter current in amps. Distance 18-14 Awg = Solid Conductors 12-10 Awg = Stranded Conductors 150 = 150 ma f rom Device Device previous Number Current device At Device Voltage Dropfroml source Percent Drop Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative) The voltage calculated to the last device in any method must not be lower then Device 1 0,157 53 23.74 0.258 1.07% the manufactures listed minimum operating voltage (I E: rated operating voltage 20-32 VDC). Device 2 0.157. . ; ; 107 23.04 0.962 4.01% Device 3 0;157 83 22.57 1.429 5.95% Device Manuf acturerl SYSTEM SENSOR Device Manufacturer SYSTEM SENSOR.',. Device 4 0'. 14& 46 Device 5 0.148 62 Device 6 0,1;48 61, 22.36 22.13 21.95 1.643 1.875 2.048 6.84% 7.81% 8.53% Current Horn Strobes_ @Rated Strobe Only Model # Candela Voltage Model # Candela Current Qa Rated Voltage Device 7 0.157, 62 21.83 2.167 9.03% P2RL15 15 • 0.044; SRL-15 ".; ,`, , ,15' 0.0,43, Device 8 0.157 -102' 21.73 2.266 9.44% P2RL 30 '30 ' 0.065, SRL'30 30 '' 07063' END 21.73 2.266 9.44% P2RL 75 75 0.111 SRL 75 75 0:107 END 21.73 2.266 9.44% P2RL 95 95 0.133 SRL-95 95 0.121 END 21.73 2.266 9.44% P2RL-110 110 0.157 SRL-110 110 0.148 END 21.73 2.266 9.44% P2R,L 1,15 • -' .115 . a 0.165' SRL-115, ,;•, _ '115 0205„ END 21.73 2.266 9.44%P214H-135° 135 0.184; SRH, -135 X135 01'72' END 21.73 2.266 9.44% P2RH 150 150 0.000 SRH .150 150 0.000 END 21.73 2.266 9.44% P2RH-177 177 0.290 SRH "-177 1772'0,:000 END 21.73 2.266 9.44% P2RH-185 185 ," 0.235 SRH -1.85 185 0.222 - END 21.73 2.266 9.44% HR -LF N/A" 0.138' END 21.73 2.266 9.44% END END Totals 1.229 576 21.73 2.266 21.73 2.266 End of Line VoltagE 9.44% 9.44% 21.73 Vis' 0 70- 07 '1 C E PERMIT # DN -60602:A1 i:ire arden.1®®-2( ) Rev 3 Intelligent Addressable FRCP NOTIFIFER by Honeywell General The Notifier FireWarden-100-2 Rev 3 (NFW2-100) with Version 5.0 firmware is a combination FACP (Fire Alarm Control Panel) and DACT (Digital Alarm Communicator/Transmitter) all on one circuit board. This compact intelligent addressable control panel has an extensive list of powerful features. The SLC (Signaling Line Circuit) of the FireWarden-100-2 Rev 3 operates using a Rapid Group Polling communication protocol technology that polls multiple devices simultaneously for a quicker device response time.This patented technology allows a fully -loaded panel with up to 198 devices to report an incident and activate the notification circuits in under 10 seconds. With this improved polling, devices can be wired on standard twisted, unshielded wire up to a distance of 10,000 feet. The's quick -remove chassis protects the electronics during con- struction. The backbox can be installed allowing field wiring to be pulled. When construction is completed, the electronics can be quickly installed with just two bolts. New features for Rev 3 with Version 5.0 firmware include removable terminal blocks, improved transient protection, addi- tional secondary ANN -BUS, and increased power for the reset - table and remote sync outputs. Available accessories include ANN -BUS devices as well as ACS LED, graphic and LCD annunciators, and reverse polarity/city box transmitter. The integral DACT transmits system status (alarms, superviso- ries, troubles, AC loss, etc.) to a Central Station via the public switched telephone network. It also allows remote and local pro- gramming of the control panel using the PS -Tools Upload/Down- load utility. In addition, the control panel may be programmed or interrogated off-site via the public switched telephone network. Any personal computer with Windows® XP or greater, a com- patible modem, and PS-Tools—the Upload/Download software kit—may serve as a Service Terminal. This allows download of the entire program or upload of the entire program, history file, walktest data, current status and system voltages. The panel can also be programmed through the FACP's keypad or via a standard PS -2 computer keyboard, which can be plugged directly into the printed circuit board. This permits easy typing of address labels and other programming information. Version 5.0 firmware supports the following: Primary and Sec- ondary ANN -bus devices, NP -A100, USB port, NAC circuit diag- nostics, a new report has been added to the walk -test that lists untested ,devices, new device types added: audio telephone type code for NFV-25/50ZST, Photo Supervisory and auto -reset - table Drill (non -latching). The FireWatch Series internet monitoring modules IPDACT-2 and IPDACT-2UD permit monitoring of alarm signals over the Internet saving the monthly cost of two dedicated business tele- phone lines. Although not required, the secondary telephone line may be retained providing backup communication over the public switched telephone line. NOTE: Unless otherwise specified, the term "Fire Warden- 100-2" is used in this document to refer to both the Fire Warden -100-2 and the Fire Warden- 100-2E FACPs (Fire Alarm Control Panels). Like- wise, "NFW2400" refers to NFW2-100E as well. Features Listed to UL standard 864, 9th edition. On -board DACT. Remote site or local USB port upload/download, using PS - Tools. Four (4) Style Y (Class B) NAC circuits, which can be con- verted to four (4) Style Z (Class A) circuits with optional ZNAC-92 converter module. (Up to 6.0 amps total NAC power when using optional XRM-24B.) Selectable strobe synchronization for System Sensor, Whee- lock, and Gentex devices. Remote Acknowledge, Silence, Reset and; Drill via address- able monitor modules or FDU-80, N -ANN -80 or Legacy ACS Annunciators. ANN -BUS for connection to following optional modules (cannot be used if ACS annunciators are used): N -ANN -80(-W) Remote LCD Annunciator N -ANN -1/0 LED Driver N-ANN-S/PG Printer Module N-ANN-RLY Relay Module N -ANN -LED Annunciator Module N -ANN -BLED Annunciator Module alarms only ROME Relay Option Module Enclosure ACS & Terminal -mode Annunciators: ACS Annunciators: Up to 32 Legacy ACM Series annuncia- tors (ACM-16AT or ACM -32 series). Cannot be used if ANN -BUS devices are used. Terminal -mode Annunciators: Up to 32 Legacy FDU-80 annunciators. EIA -232 printer/PC interface (variable baud rate) on main cir- cuit board, for use with optional UL -listed printer PRN -6. Integral 80 -character LCD display with backlighting. Real-time clock/calendar with automatic daylight savings control. Detector sensitivity test capability (NFPA 72 compliant). DN -60602:A1 • 12/07/2010 — Page 1 of 6 History file with 1,000 -event capacity. Maintenance alert warns when smoke detector dust accumu- lation is excessive. Automatic device type -code verification. One person audible or silent walk test with walk -test log and printout. Point trouble identification. Waterflow (nonsilenceable) selection per monitor point. System alarm verification selection per detector point. PAS (Positive Alarm Sequence) and presignal delay per point NFPA 72 compliant). NOTE: Only detectors may participate in PAS. SLC LOOP: SLC can be configured for NFPA Style 4, 6, or 7 operation. SLC supports up to 198 addressable devices per loop (99 detectors and 99 monitor, control, or relay modules). SLC loop maximum length 10,000 ft. (3,000 m.). See installation manual for wire tables. NOTIFICATION APPLIANCE CIRCUITS (NA CS): Four onboard NACs with additional NAC capability using out- put control modules (NC -100). The four Class B NACs can be converted to four Class A NACs with optional ZNAC-92 converter module. Silence Inhibit and Auto Silence timer options. Continuous, March Time, Temporal or California code for main circuit board NACs with two-stage capability. Selectable strobe synchronization per NAC. 2.5 amps maximum per each NAC circuit. NOTE: Maximum 24VDC system power output is shared among all NAC circuits and 24VDC special -application auxiliary power outputs. Total available output is 3.0 amps. Using the optional XRM-24B transformer increases 24VDC output to 6.0 amps. PROGRAMMING AND SOFTWARE. Autoprogram (learn mode) reduces installation time. Custom English labels (per point) may be manually entered or selected from an internal library file. Three Form -C relay outputs (two programmable). 99 software zones. Continuous fire protection during online programming at the front panel. Program Check automatically catches common errors not linked to any zone or input point. OFFLINE PROGRAMMING: Create the entire program in your office using a Windows&based software package NFW2-100 requires PS -Tools Programming software, avail- able on www.magni-fire.com). Upload/download system pro- gramming locally to the NFW2-100 Rev 3 in less than one minute. USB upload/download `programming with standard Male -A to Male -B cable. User interface LED INDICATORS AC Power (green) Fire Alarm (red) Supervisory (yellow) Alarm Silenced (yellow) System Trouble (yellow) Maintenance/Presignal (yellow) Disabled (yellow) Battery Fault (yellow) Page 2 of 6 — DN -60602:A1 • 12/07/2010 Ground Fault (yellow) KEYPAD CONTROLS Acknowledge/Step Alarm Silence Drill System Reset (lamp test) 16 -key alpha -numeric pad (similar to telephone keypad) 4 cursor keys Enter Product Line information NFW2-100: FireWarden-100-2 Rev 3 198 -point addressable - Fire Alarm Control Panel, one SLC loop. Includes 80 -character LCD display, single printed circuit board mounted on chassis, and cabinet. 120 VAC operation. NFW2-100R: Same as NFW2-100, except in a red backbox. NFW2-100E: Same as NFW2-100, except with 240 VAC opera- tion. 4XTM Reverse Polarity Transmitter Module: Provides super- vised output for local energy municipal box transmitter, alarm, and trouble. ZNAC-92: Optional converter module which converts four (4) Style Y (Class B) NAC circuits to four (4) Style Z (Class A) cir- cuits. PS Tools: Programming software for Windows&based PC computer (cable not included), available on www.firelite.com. DP -9692B: Optional dress panel for FireWarden-100-2 Rev 3. TR -CE -B: Optional trim Ring for semi -flush mounting. BB -26: Battery backbox, holds up to two 26 AH batteries and CHG-75. NFS-LBB: Battery box, houses two 55 AH batteries. CHG-75: Battery charger for lead -acid batteries with a rating of 25 to 75 AH. CHG-120: Remote battery charging system for lead -acid batter- ies with a rating of 55 to 120 AH. Requires additional NFS-LBB for mounting. NOTE: CHG-120 or CHG-75 required for batteries larger than 18AH. BAT Series: Batteries, see data sheet DN -6933. XRM-24B(E): Optional transformer. Increases system power output to 6.0 amps. Use XRM-24BE with FireWarden-100-2E Rev 3. PRT/PK-CABLE: Cable printer/personal computer interface cable; required for printer or for local upload/download program- ming and updating panel firmware. PRN -6: UL listed compatible event printer. Uses tractor -fed paper. IPDACT2/211.11), IPDACT Internet Monitoring Module: Mounts in bottom of enclosure with optional mounting kit (PN IPBRKT). Connects to primary and secondary DACT telephone output ports for internet communications over customer provided ether- net internet connection. Requires compatible Teldat VisorALARM Central Station Receiver. Can use DHCP or static IP. (See data sheet DN -60408 for more information.) IPBRKT: Mounting kit for IPDACT-2/2UD in common enclosure. IPSPLT: Y -adaptor option allows connection of both panel dialer outputs to one IPDACT--2/2UD cable input. COMPATIBLE ANNUNCIATORS N -ANN -80(-W): LCD Annunciator is a remote LCD annunciator that mimics the information displayed on the FACP LCD display. Recommended wire type is un -shielded. (Basic model is black; order -W version for white; see DN -7114.) 4 • N -ANN -LED: Annunciator Module provides three LEDs for each zone: Alarm, Trouble and Supervisory. Ships with red or black enclosure (see DN -60242). N -ANN -BLED: Provides alarm (red) indicators for up to 30 input zones or addressable points. (See DN -60242). N-ANN-RLY: Relay Module, which can be mounted inside the cabinet, provides 10 programmable Form -C relays. (See DN - 7107.) ROME -B: Relay Option Module Enclosure (order ROME -13 for black or ROME for red). Provides one N-ANN-RLY Relay Mod- ule already installed. The ROME Series provides mounting space for one"additional Relay Module or one addressable Multi - module. (See Installation Sheet PN 53530.) N-ANN-S/PG: Serial/Parallel Printer Gateway module provides a connection for a serial or parallel printer. (See DN -7103.) N -ANN -VO: LED Driver Module provides connections to a user supplied graphic annunciator. (See DN -7105.) ACM -8R: Relay module provides 8 Form -C 5.0 amp relays. ACM Annunciator Series: LED -type fire annunciators capable of providing up to 99 software zones of annunciation. Available in increments of 16 or 32 points to meet a variety of applications. LDM Graphic Series: Lamp Driver Module series for use with custom graphic annunciators. FDU-80 (Liquid Crystal Display) point annunciator: 80 -char- acter, backlit LCD -type fire, annunciators capable of displaying English-language text. NOTE: For more information on Compatible Annunciators for use with the Fire Warden -100-2 Rev 3, see the following data sheets document numbers) ACM -8R (DN -3558), ACS/ACM Series (DN - 0524), LDM Series (DN -0551), FDU-80 (DN -6820). COMPATIBLE ADDRESSABLE DEVICES All feature a polling LED and rotary switches for addressing. NI -100: Addressable low -profile ionization smoke detector. NP -100: Addressable low -profile photoelectric smoke detector. NP -100T: Addressable low -profile photoelectric smoke detector with thermal sensor. NP-10OR: Addressable remote test capable detector for use with DNR(W) duct smoke detector housings. NH -100: Fast -response, low -profile heat detector. NH-10OR: Fast -response, low -profile heat detector with rate -of - rise option. NH -100H: Fixed high-temperature detector that activates at 190F/88C. NP -A100: Addressable low -profile multi -sensor detector. DNR: Innovair Flex low -flow non -relay duct -detector housing. Order NP-10OR separately. DNRW: Innovair Flex low -flow non -relay duct -detector housing, with NEMA -4 rating. Watertight. (Order NP -100R separately.) NMM-100: Addressable Monitor Module for one zone of nor- mally -open dry -contact initiating devices. Mounts in standard 4.0" (10.16 cm.) box. Includes plastic cover plate and end -of -line resistor. Module may be configured for either a Style B (Class B) or Style D (Class A) IDC. NDM-100: Dual Monitor Module. Same as NMM-100 except it provides two Style B (Class B) only IDCs. NMM-10OP: Miniature version of NMM-100. Excludes LED and Style D option. Connects with wire pigtails. May mount in device backbox. NZM-100: Similar to NMM-100, but may monitor up to 20 con- ventional two -wire detectors. Requires resettable 24 VDC power. Consult factory for compatible smoke detectors. NC -100: Addressable Control Module for one Style Y/Z (Class B/A) zone of supervised polarized Notification Appliances. Mounts directly to a 4.0" (10.16 cm.) electrical box. Notification Appliance Circuit option requires external 24 VDC to power noti- fication appliances. NC-10OR: Addressable relay module containing two isolated sets of Form -C contacts, which operate as a DPDT switch. Mounts directly to a 4.0" (10.16 cm.) box, surface mount using the SM13500. NOT BG12LX: Addressable manual pull station with interface module mounted inside. N100 -ISO: Fault Isolator Module. This module isolates the SLC . loop from short circuit conditions (required for Style 6 or 7 oper- ation). SMB500: Used to mount all modules except the NMM-100P. NMM-100-10: Ten -input monitor module. Mount one or two modules in a BB -XP cabinet (optional). Mount up to six modules on a CHS -6 chassis in a 1313-25. NZM-100-6: Six -zone interface module for compatible conven- tional two -wire detectors. Mount one or two modules in a BB -XP cabinet (optional). Mount up to six modules on a CHS -6 chassis in a 1313-25. NOTE: For more information on Compatible Addressable Devices for use with the Fire Warden -100-2 Rev 3, see the following data sheets (document numbers): N100 -ISO (DN -6994); NP -100 series DN -6995), NI -100 (DN -6996), NH -100 series (DN -6997), ND -100 series (DN -7006), NP -A100 (DN -6998), NMM-100/NMM-I00PI NDM-100/NZM-100 (DN -6999), NC-100/NC-1008 (DN -7000), NOT-BG12LX (DN -7001), NMM-100-10 (DN -6990), and NZM- 100-6 (DN -60150). Wiring Requirements While shielded wire is not required, it is recommended that all SLC wiring be twisted -pair to minimize the effects of electrical interference. Wire size should be no smaller than 18 AWG (0.78 MM2) and no larger than 12 AWG (3.1 mm2). The wire size depends on the length of the SLC circuit. Refer to the panel manual for wiring details. DN-60602:Al - 12/07/2010 — Page 3 of 6 ANN -BUS DEVICES WANN-80, N -ANN -LED, N-ANN-S/PG, N -ANN -1/0 24 VDC ANNUNCIATORS ACS/ACM, LDM NOTE: System can use either ANN -BUS devices OR ACS -mode annunciators. They cannot be used simultaneously. ANN -BUS or EIA -485 in ACS mode two wires) EIA -485 INTERFACE four wires) Page 4 of 6 — DN -60602:A1 - 12/07/2010 FireWarden-100-2 Rev 3 Fire Alarm Control/ Communicator NACs (Notification Appliance Circuits) BELLS, SIGNALS, STROBES EIA -232 INTERFACE PIM -24) built into the motherboard NOTE: System can use either the printer OR the FDU-80. They cannot be used simultaneously. 24 VDC FDU-80 Up to 6,000 ft. (1825.8 m) between each FDU-80 in the EIA -485 loop, and between each FDU-80 and the FACP. 0 SMOKE DETECTORS NP -100, NP -100T, NI -100, NP -A100 HEAT DETECTORS NH -100, NH -100R, NH -100H MR DUCT DETECTORS ND -100, ND -100R, DNR e MONITOR/CONTROL NMM-100, NZM-100, NDM-100, N100 -ISO, NC -100, NC -100R 9YA91 000000 ADDR ABLE MULTI -MODULE NZM-100-6, NMM-100-10 MINI -MONITOR NMM-100P PULL STATION NOT-BG12LX Optional REVERSE POLARITY/ u CITY BOX OUTPUT 11111111 4XTM) 8 FORM -C, 5 -AMP RELAYS optional, order ACM -8R) NACs (Notification Appliance Circuits) BELLS, SIGNALS, STROBES EIA -232 INTERFACE PIM -24) built into the motherboard NOTE: System can use either the printer OR the FDU-80. They cannot be used simultaneously. 24 VDC FDU-80 Up to 6,000 ft. (1825.8 m) between each FDU-80 in the EIA -485 loop, and between each FDU-80 and the FACP. 0 SMOKE DETECTORS NP -100, NP -100T, NI -100, NP -A100 HEAT DETECTORS NH -100, NH -100R, NH -100H MR DUCT DETECTORS ND -100, ND -100R, DNR e MONITOR/CONTROL NMM-100, NZM-100, NDM-100, N100 -ISO, NC -100, NC -100R 9YA91 000000 ADDR ABLE MULTI -MODULE NZM-100-6, NMM-100-10 MINI -MONITOR NMM-100P PULL STATION NOT-BG12LX DN -60602:A1 • 12/07/2010 — Page 5 of 6 1 _ SYSTEM SPECIFICATIONS r..,; ase':.sa xx asva-,+.-s:'*s.'^-'..0 -+e a vr-.aa-m.-r•^mmv steal +atwrtaixy »r -_"> ar_-.: or+.ar.. ss'.va'w -rr...,.,c.+.e '. ma =_e-..,:a. .sw..a-:: 4x-,s +.rnx.:.. System Capacity Intelligent Signalling Line Circuits ......................................... 1 Addressable device capacity ............................................ 198 Programmable software zones ........................................... 99 ACS Annunciators.............................................................. 32 ANN -bus devices................................................................ 16 Electrical Specifications AC Power: FireWarden-100-2 Rev 3: 120 VAC, 60 Hz, 3.0 amps. FireWarden-100-2 Rev 3(E): 240 VAC, 5 0 Hz, 1.5 amps. Wire size: minimum 14 AWG (2.00 mm2) with 600 V insulation. Battery charger capacity: 7 AH - 18 AH batteries. Up to two 18 Ah batteries can be housed in the FACP cabinet. Larger batter- ies require an external battery charger such as the CHG-75 or CHG-120, and a separate battery cabinet such as the BB -26 or NFS-LBB. Communication Loop: Supervised and power -limited. Notification Appliance Circuits: Each terminal block provides connections for two Style Y (Class B) for a total of four Style Y Class B) or with an optional ZNAC-92 module converts to four Style Z (Class A) NACs. Maximum signaling current per circuit: 2.5 amps. End -of -Line Resistor: 4.7K ohm, 1/2 watt (P/N 71252 UL listed) for Style Y (Class B) NAC. Refer to panel documenta- tion and Notifier Device Compatibility Document for listed com- patible devices. Two Programmable Relays and One Fixed Trouble Relay: Contact rating: 2.0 amps @ 30 VDC (resistive), 0.5 amps @ 30 VAC (resistive). Form -C relays. Special Application Non-resettable Power (24 VDC Nomi- nal): Jumper selectable (JP4) for conversion to resettable power output. Up to 1.0 amp total DC current available from each out- put. Power -limited. Special Application Resettable Power (24 VDC nominal): Jumper selectable (JP6) for conversion to non-resettable power. Up to 1.0 amp total DC current available. Refer to the Notifier Device Compatibility Document for listed compatible devices. Remote Sync Output: Remote power supply synchronization output. Nominal special application power: 24 VDC. Maximum current: 300 mA. End -of -Line Resistor: 4.7K ohm. Output linked to NAC 1 control. Supervised and power -limited. Telephone Interface: Unless used with Teldat VISORALARM, requires dedicated business telephone number with a minimum of 5 volts DC (off -hook voltage). Obtain dedicated phone line directly from your local phone company. Do not use shared phone lines or PBX (digital) type phone line extensions. Cabinet Specifications Door: 19.26" (48.92 cm.) high x 16.82" (42.73 cm.) wide x 0.12" 30 cm.) deep. Backbox: 19.00" (48.26 cm.) high x 16.65" 42.29 cm.) wide x 5.20" (13.34 cm.) deep. Trim Ring (TR -CE - 13): 22.00" (55.88 cm.) high x 19.65" (49.91 cm.) wide. Shipping Specifications Weight: 26.9 lbs. (12.20 kg.) Dimensions: 20.00" (50.80 cm.) high x 22.5" (57.15 cm.) wide x 8.5" (21.59 cm.) deep. Temperature and Humidity Ranges This system meets NFPA requirements for operation at 0 — 49°C/32 —120°F and at a relative humidity 93% t 2% RH (non - condensing) at 32°C t 2°C (90°F t 3°F). However, the useful life of the system's standby batteries and the electronic compo- nents may be adversely affected by extreme temperature ranges and humidity. Therefore, it is recommended that this system and its peripherals be installed in an environment with a normal room temperature of 15 — 27°C/60 — 80°F. NFPA Standards The FireWarden-100-2 Rev 3 complies with the following NFPA 72 Fire Alarm Systems requirements: LOCAL (Automatic, Manual, Waterflow and Sprinkler Supervisory). AUXILIARY (Automatic, Manual and Waterflow) (requires 4XTM). REMOTE STATION (Automatic, Manual, Waterflow and Sprinkler Supervisory) (Where a DACT is not accepted, the alarm, trouble and supervisory relays may be connected to UL 864 listed transmitters. For reverse polarity signaling of alarm and trouble, 4XTM is required.) PROPRIETARY (Automatic, Manual, Waterflow and Sprin- kler Supervisory). CENTRAL STATION (Automatic, Manual, Waterflow and Sprinkler Supervisory). OT, PSDN (Other Technologies, Packet -switched Data Net- work) Agency Listings and Approvals The listings and approvals below apply to the basic FireWarden- 100-2 Rev 3 control panel. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult factory for latest listing status. UL Listed: S635 FM approved CSFM: 7165-0028:0235 MEA: 120-06-E, Volume 2 For ULC -listed version, see DN -60600. NOTIFIER® is a registered trademark of Honeywell International Inc. Wheelock® is a registered trademark of and ExcederTM is a trademark of Cooper Notification. 02010 by Honeywell International Inc. All rights reserved. Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate.. We cannot cover all specific applications or anticipate all requirements. 91111111111111111 a MNMKTBM All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S. A. For more information, contact Notifier. Phone: (203) 484-7161, FAX: (203) 484-7118. www.notifier.com Page 6 of 6 — DN -60602:A1 • 12/07/2010 N -ANN -80 80-Chalractelr LC® Serial Annunciator General The N -ANN -80 annunciator is a compact, backlit, 80 -character LCD fire annunciator that mimics the Fire Alarm Control Panel FACP) display. It provides system status indicators for AC Power, Alarm, Trouble, Supervisory, and Alarm Silenced condi- tions. The N -ANN -80 and the FACP communicate over a two - wire serial interface employing the ANN -BUS communication format. Connected devices are powered, via two additional wires, by either the host FACP or a remote UL -listed, filtered power supply. N -ANN -80 is black; for white order N -ANN -80-W. The N -ANN -80 displays English-language text of system point information including device type, zone, independent point alarm, trouble or supervisory status, as well as any custom alpha labels programmed into the control panel. It includes con- s trol switches for remote control of critical system functions. (A keyswitch prevents unauthorized operation of the control switches.) Up to eight N -ANN -80s may be connected to the ANN -BUS of each FRCP. Minimal programming is required, which saves time during system commissioning. The N -ANN -80 is compatible with NOTIFIER FACPs with an ANN -BUS, such as the NFW-50. Features Listed to UL Standard 864, 9th Edition. Backlit 80 -character LCD display (20 characters x 4 lines). Mimics all display information from the host panel. Control switches for System Acknowledge, Signal Silence, Drill, and Reset. Control switches can be independently enabled or disabled at the FACP. Keyswitch .enables/disables control switches and mechani- cally locks annunciator enclosure Keyswitch can be enabled or disabled at the FACP. Enclosure supervised for tamper. System status LEDs for AC Power, Alarm, Trouble, Supervi- sory, and Alarm Silence. Local sounder can be enabled or disabled at the FACP. N -ANN -80 connects to the ANN -BUS terminal on the FACP and requires minimal panel programming. Displays device type identifiers, individual point alarm, trou- ble, supervisory, zone, and custom alpha labels. Time -and date display field. Surface mount directly to wall or to single, double, or 4" square electrical box. Semi -flush mount to single, double, or 4" square electrical box. Use ANN-SB80KIT for angled view mounting. Can be remotely located up to 6,000 feet (1,800 m) from the panel. Backlight turns off during AC loss to conserve battery power but will turn back on if an alarm condition occurs. Maybe powered by 24 VDC from the host FACP or by remote power supply (requires 24 VDC). Up to eighi'N-ANN-80s can be connected on the ANN -BUS. Controls and Indicators AC Power Alarm dn-7114:c • Al -65 by Honeywell, Trouble Supervisory Alarm Silenced Specifications Operating voltage range: 18 VDC to 28 VDC. Current consumption @ 24 VDC nominal (filtered and non- resettable): 40 mA maximum. Ambient temperature: 32°F to 120°F (0°C to 490C). Relative humidity: 93% ± 2% RH (noncondensing) at 32°C 2°C (90°F ± 3°F). 5.375" (13.65 cm.) high x 6.875' (17.46 cm.) wide x 1.375' 3.49 cm.) deep. For use indoors in a dry location. All connections are power-limited'and supervised. Agency Listings and Approvals The listings and approvals below apply to the N -ANN -80. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult factory for latest listing status. UL: S635 FM approved CSFM: 7120-0028:240 MEA: 442-06-E Vol. 2 The ANN -SUS POWERING THE DEVICES ON THE ANN -BUS FROM AUXILIARY POWER SUPPLY The ANN -BUS can be powered by an auxiliary power supply when the maximum number of ANN -BUS devices exceeds the ANN -BUS power requirements. See the FACP manual for more information. dn-7114:c • 5/22/09 — Page 1 of 2 y ANN -BUS DEVICE ADDRESSING Each ANN -BUS device requires a unique address (ID Number) in order to communicate with the FACP. A maximum of 8 devices can be connected to the FACP ANN -BUS communication circuit. See the FACP manual for more information. WIRE REQUIREMENTS: COMMUNICATIONS CIRCUIT The N -ANN -80 connects to the FACP ANN -BUS communica- tions circuit. To determine the type of wire and the maximum wir- ing distance that can be used with FACP ANN -BUS accessory modules, -it is necessary to calculate the total worst case current draw for all modules on a single 4 conductor bus. The total worst case current draw is calculated by adding the individual worst case currents for each module. NOTE: For total worst case current draw on a single ANN -BUS refer to appropriate FACP manual. After calculating the total worst case current draw, the following table specifies the maximum distance the modules can be located from the FACP on a single wire run. The table ensures 6.0 volts of line drop maximum. In general, the wire length is lim- ited by resistance, but for heavier wire gauges, capacitance is the limiting factor. These cases are marked in the chart with an asterisk (`). Maxi- mum length can never be more than 6,000 feet (1,800 m), regardless of gauge used. See table below. WIRE REQUIREMENTS: POWER CIRCUIT 14 to 18 AWG (0.75 - 2.08 mm2) wire for 24 VDC power cir- cuit is acceptable. All connections are power -limited and supervised. A maximum of eight N -ANN -80 modules may be connected - to this circuit. Communication Pair Wiring Distance: FACP to Last ANN -BUS Module11 Total Worst Case Current Draw (amps) 22 Gauge 18 Gauge 16 Gauge 14 Gauge 0.100 1,852 ft. 4,688 ft. 6,000 ft. 6,000 ft. 0.200 926 ft. 2,344 ft. 3,731 ft. 5,906 ft. 0.300 617 ft. 1,563 ft. 2,488 ft. 3,937 ft. 0.400 463 ft. 1,172 ft. 1,866 ft. 2,953 ft. 0.500 370 ft. 938 ft. 1,493 ft. 2,362 ft. 0.600 309 ft. 781 ft. 1,244 ft. 1,969 ft. 0.700 265 ft. 670 ft. 1,066 ft. 1,687 ft. 0.800 231 ft. 586 ft. 933 ft. 1,476 ft. 0.900 206 ft. 521 ft. 829 ft. 1,312 ft. 1.000 (max.) 185 ft. 469 ft. 746 ft. 1,181 ft. WIRING CONFIGURATION The following figure illustrates the wiring between the FACP and ANN -BUS devices. ANN -BUS Device ANN -BUS and power wiring are supervised and power -limited. to]C©:IrJlu FACP Wiring to ANN -BUS Device ORDERING OPTIONS: N -ANN -80: Black 80 character LCD Annunciator. N -ANN -80-W: White, 80 character LCD Annunciator. ANN-SB80KIT B: Black surface mount backboz with angled wedge. ANN-SB80KIT W: White surface mount backbox with angled wedge. 02009 by Honeywell International Inc. All rights reserved. Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. 11111119110--1 We cannot cover all specific applications or anticipate all requirements. BI61EN6 8 MANl1FI1CT0 All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S. A. For more information, contact Notifier. Phone: (203) 484-7161, FAX: (203) 484-7118. www.notifier.com Page 2 of 2 — dn-7114:c • 5/22/09 A DNR(A)/DN W Unnovair ex Intelligent Mon -Relay Photoelectric acct Smoke Detector General The Notifier InnovairFlex® DNR(A) intelligent non -relay photo- electric duct smoke detector and DNRW watertight non -relay photoelectric duct smoke detector feature a pivoting housing that fits both square and rectangular footprints capable of mounting to a round or rectangular duct. DNRW duct smoke detector, with its NEMA -4 rating, is listed as a watertight, UV resistant enclosure providing protection against falling dirt, rain, and windblown dust, splashing and hose directed water, allowing operators to use the detector in the most extreme environments. These units sense smoke in the most challenging conditions, operating in airflow speeds of 100 to 4,000 feet per minute (0.5 to 20.32 m/s), temperatures of -4°F to 158°F (-20°C to 70°C), and a humidity range of 0 to 95 percent (non -condensing.) An improved cover design isolates the sensor head, which allows for ease of maintenance. A cover tamper feature indi- cates a trouble signal for a removed or improperly installed sensor cover. The Notifier InnovairFlex housing provides a 3/ 4 -inch conduit knockout and ample space to facilitate easy wir- ing and mounting of a relay module. The Notifier InnovairFlex duct smoke detector can be custom- ized to meet local codes and specifications without additional wiring. The new InnovairFlex product line is compatible with all previous Innovair models, including remote test accessories. Features Photoelectric, integrated low -flow technology. Air velocity rating from 100 ft/min to 4,000 ft/min (0.5 m/s to 20.32 `m/s). Versatile mounting options: square or rectangular configu- ration. Broad ranges for operating temperature (-4°F to 158°F, - 20°C to 70°C) and humidity (0% to 95% non -condensing). Patented sampling tube installs from front or back of the detector with no tools required. Cover tamper signal. Increased wiring space with a newly added 3/4" conduit knockout. Available space within housing to accommodate mounting of a relay module. Easily accessible code wheels on sensor head (sold sepa- rately). Clear cover for convenient visual inspection. Remote testing capability. Requires com line power only. Accommodates the installation of an addressable relay module, sold separately, (FRM-1 or NC -100R) for applica- tions requiring a Form -C relay. DN -60429:C1 M070 Fa E by Honeywell Specifications Size: (Rectangle) 14.38 in (37 cm) Length; 5 in (12.7 cm) Width, 2.5 in (6.6 cm) Depth. Size: (Square) 7.75 in (19.7 cm) Length; 9 in (22.9 cm) Width; 2.5 in (6.35 cm) Depth. Weight: 1.6 Ib (0.73 kg). Operating Temperature Range: -4°F to 158°F (-20°C to 70°C). Storage Temperature Range: -22°F to 158°F (-30°C to 70°C). Operating Humidity Range: 0% to 95% relative humidity non -condensing). Air Duct Velocity: 100 to 4,000 ft/min (0.5 to 20.32 m/s). Accessories Notifier provides system flexibility with a varietyof accessories, including two remote test stations and different means of visi- ble and audible system annunciation. As with our duct smoke detectors, all duct smoke detectors accessories are UL listed. DNR(W)s with a date code of 0013 or higher do not require external 24VDC for remote test applications when used with a remote -test -capable detector. ACCESSORY CURRENT LOADS AT 24 VDC Device Standby Alarm RA10OZ OmA 12 mA Max RTS151/ OmA 12mA Max RTS151KEY Agency Listings and Approvals Consult product manual for lists of compatible UL -Listed devices. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Con- sult factory for latest listing status. UL: S911, S3705. ULC: S635. DN -60429:C1 •4/19/2012 — Page 1 of 2 CSFM: 3242-1653:0209. FM approved. Product Line Information NOTE: A suffix indicates ULC listed model. DNR(A): Intelligent non -relay photoelectric low flow smoke detector housing. Requires photoelectric smoke detector (sold separately). DNRW: Watertight intelligent non -relay photoelectric low flow duct smoke detector housing. Requires photoelectric smoke detector (sold separately). FSP -851 R(A): Remote test capable addressable low -profile photoelectric smoke detector. FSP -851(A): Addressable low -profile photoelectric smoke detector. NP -100: Addressable low -profile photoelectric smoke detector for FireWarden series panels. NP-100R(A): Remote test capable addressable low -profile photoelectric smoke detector for FireWarden series panels. DCOIL: Remote test coil. Required for older DNR(W) duct detector housing. DST1(A): Metal sampling tube duct width up to 1 ft (0.3m). DST1.5(A): Metal sampling tube duct widths up to 1 ft to 2 ft 0.3 to 0.6 m). DST3(A): Metal sampling tube duct widths up to 2 ft to 4 ft (0.6 to 1.2 m). DSTS(A): Metal sampling tube duct widths up to 4 ft to 8 It (1.2 to 2.4 m). DST10(A): Metal sampling tube duct widths up to 8 ft to 12 ft 2.4 to 3.7 m). DH4000E-1: Weatherproof enclosure. ETX: Metal exhaust tube duct, width 1 ft (0.3 rn). M02-04-00: Test magnet. P48-21-00: End cap for metal sampling tubes. RA100Z(A): Remote annunciator alarm LED. RTS151(A): Remote test station. RTS151 KEY(A): Remote test station with key lock. Important Dote DNRW duct detector housings with a date code of 0013 or higher do not require a DCOIL or auxiliary 24 VDC for remote test applications when used with a remote test capable detector. DNRW duct detector housings with a date code of 0012 or earlier require a DCOIL and auxiliary 24 VDC power for remote test applications. Notifier® and FlashScan® are a registered trademark of Honeywell International Inc. 02012 by Honeywell International Inc. All rights reserved. Unauthorized use of this document is strictly prohibited. For more information, contact Notifier. Phone: (203) 484-7161, FAX: (203) 484-7118. www.notifier.com Page 2 of 2 — DN -60429:C1 •4/19/2012 This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. 8lIANUFA[IUAIIM All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S. A. For more information, contact Notifier. Phone: (203) 484-7161, FAX: (203) 484-7118. www.notifier.com Page 2 of 2 — DN -60429:C1 •4/19/2012 N0 1 ®() Series Addressable Photoelectric DN -6995:D • Ai -320 Detectors by Honeywell 10 y;^'tr w bey; h„ e;L;'v"":' .h.'"` w.M'Tli', - a•"A' ,+&.h nU C:'.S H. .:iii. f ,_, _.; a,^fn, i.i.^`4"...Fa..,.. General The NP -100(A), NP-100T(A) and NP-100R(A) addressable, low -profile plug-in photoelectric detectors use a state-of-the-art photoelectric sensing chamber with communications to provide open area protection and are used exclusively with NOTIFIER's FireWarden Series (FireWarden-100-2 and FireWarden-50) and Spartan (NSP -25) Addressable Fire Alarm Control Panels FACPs). The NP-100T(A) adds thermal sensors that will alarm at a fixed temperature of 135°F (57°C). Since these detectors are addressable, they will help emergency personnel quickly locate a fire during its early stages, potentially saving precious rescue time while also reducing property damage. Two LEDs on each sensor light to provide a local, visible sensor indication. Remote LED annunciator capability is available as an optional accessory, PN RA100Z(A). The NP-100R(A) is a remote test capable detector for use with DNR(A)/DNRW duct smoke detec- tor housings. Features SLC LOOP Two -wire loop connection. Unit uses base for wiring. ADDRESSING Addressable by device. Rotary, decimal addressing: 01 – 99 with FireWarden-100-2 and NSP -25, and 01 – 50 with FireWarden-50. ARCHITECTURE Unique single -source, dual-chamber design to respond quickly and dependably to a broad range of fires. Sleek, low -profile design. Integral communications and built-in type identification. Built-in tamper-resistant feature. Removable cover and insect -resistant screen for simple field cleaning. OPERATION Withstands air velocities up to 4,000 feet -per -minute (20 m/ sec.) without triggering a false alarm. Factory preset at 1.5% nominal sensitivity for panel alarm threshold level. Visible LED "blinks" when the unit is addressed (communicat- ing with the fire panel) and latches on in alarm. MECHANICALS Sealed against back pressure. Direct surface mounting or electrical box mounting. Mounts to: single -gang box, 3.5" (8.89 cm) or 4.0" (10.16 cm) octagonal box, or 4.0" (10.16 cm) square electrical box (using a plaster ring — included). OTHER SYSTEM FEATURES Fully coated circuit boards and superior RF/transient protec- tion. 94 -VO plastic flammability rating. Low standby current. NP -100(A) in B210LP(A) Base OPTIONS Remote LED output connection, PN RA10OZ(A). Applications Use photoelectric detectors in life -safety applications to provide a broad range of fire -sensing capability, especially where smol- dering fires are anticipated. Ionization detectors are often better than photoelectric detectors at sensing fast, flaming fires. Construction These detectors are constructed of off-white fire resistant plas- tic. NP -100(A) series plug-in, low -profile smoke detectors are designed to commercial standards and offer an attractive appearance. Installation NP -100(A) series plug-in detectors use a detachable mounting base to simplify installation, service and maintenance. Mount base (all base types) on an electrical backbox which is at least 1.5" (3.81 cm) deep. For a chart of compatible junction boxes, see DN -60054. NOTE. Because of the inherent supervision provided by the SLC loop, end -of -line resistors are not required. Wiring `T -taps" or branches are permitted for Style 4 (Class B) wiring. NP-100R(A) mounts in a DNR(A)/DNRW duct detector housing. Operation Each NP -100(A) series detector uses one of 99 possible addresses on the FireWarden-100-2 and NSP -25, or one of 50 possible addresses on the FireWarden-50 Signaling Line Circuit SLC). It responds to regular polls from the system and reports its type and status. The addressable photoelectric sensor in the NP -100(A) series has a unique unipolar chamber that responds quickly and uni- formly to a broad range of smoke conditions. It can withstand wind gusts up to 4,000 feet -per -minute (20 m/sec.) without sending an alarm level signal. Because of its unipolar chamber, the NP -100(A) series is approximately two times more respon- sive than most photoelectric sensors. This makes it a more sta- ble detector. DN -69950 • 2/11/2015 — Page 1 of 2 Detector Sensitivity Test Each detector can have its sensitivity tested (required per NFPA 72, Chapter 14 on Inspection, Testing and Maintenance) when installed/connected to a FireWarden-100-2 or FireWarden-50 addressable fire alarm control panel. The results of the sensitiv- ity test can be printed off the FireWarden-100-2 or FireWarden- 50 for record keeping. Specification Voltage range: 15 — 32 VDC (peak). Standby current: 300 pA @ 24 VDC. LED current: 6.5 mA @ 24 VDC (latched "OM'). Air velocity: 4,000 ft./min. (20 m/sec.) maximum. Size: 2.1" (5.33 cm) high; base determines diameter. B210LP(A): 6.1" (15.5 cm) diameter. B501(A): 4.1" (10.4 cm) diameter. B200SR(A): 6.875" (17.46 cm) diameter. B224RB(A): 6.2" (15.748 cm) diameter. Weight: 3.6 oz. (102 g). Operating temperature range: for NP -100(A): 0°C to 49°C 32°F to 120°F); for NP-100T(A): 0°C to 38°C (32°F to 100°F). NP-100R(A): installed in a DNR(A)/DNRW -20°C to 70°C (-4°F to 158°F). Temperature: 0°C — 49°C (32°F — 120°F). Relative humidity: 10%— 93%, non -condensing Listings Listings and approvals below apply to the NP -100(A), NP- 100T(A), and NP-100R(A) detectors. In some cases, certain modules may not be listed by certain approval agencies, or list- ing may be in process. Consult factory for latest listing status. UL Listed: S1115. ULC Listed: S1115. CSFM:7272-0028:0231. MEA: 243-02-E Vol. 2. Maryland State Fire Marshal: permit 2173. FM approved. Product Line Information NOTE: A" suffix indicates ULC Listed model. NP -100: Addressable photoelectric detector; B21OLP base included. NP-10OA: Sames as NP -100 with ULC Listing; B21OLPA base included. NP -100T: Same as NP -100 but with thermal element; B21 OLP base included. NP-100TA: Same as NP -100T with ULC Listing; B210LPA base included. NP-10OR: Remote test capable addressable photoelectric detector for use with a DNRA/DNRW duct detector housing; B21OLP base included. NP-100RA: Same as NP-10OR with ULC Listing for use with a DNRA duct detector housing; B21OLPA base included. INTELLIGENT BASES NOTE: 'A" suffix indicates ULC Listed model. NOTE: For details about intelligent bases and their mounting, see DN -60054. B210LP(A): Plug-in detector base (included); standard U.S. flanged low -profile mounting base. B21OLPBP: Bulk pack of B21OLP; package contains 10. B501(A): Standard European flangeless mounting base. 8501 BP: Bulk pack of 8501; package contains 10. B200SR(A): Intelligent sounder base capable of producing sound output with ANSI Temporal 3 or continuous tone. Replaces B501 BH series bases in retrofit applications. B224RB(A): Plug-in System Sensor relay base. Screw termi nals: up to 14 AWG (2.0 mm2). Relay type: Form -C. Rating: 2.0 A @ 30 VDC resistive; 0.3 A @ 110 VDC inductive; 1.0 A @ 30 VDC inductive. B224BI(A): Plug-in System Sensor isolator detector base. Maximum 25 devices between isolator bases (see DN -6994). ACCESSORIES F110: Retrofit flange to convert B21OLP(A) to match the B710LP(A) profile, or to convert older high-profile bases to low - profile. F11013P: Bulk pack of Ft 10; package contains 15. F210: Replacement flange for B210LP(A) base. RA100Z(A): Remote LED annunciator. 3 — 32 VDC. Mounts to a U.S. single -gang electrical box. For use with B501(A) and B21OLP(A) bases only. SMB600: Surface mounting kit M02-04-00:Test magnet. M02-09-00: Test magnet with telescoping handle. XR26: Detector removal tool. Allows installation and/or removal of detector heads from bases in high ceiling applications. XP -4: Extension pole for XR2B. Comes in three 5 -foot (1.524 m) sections. T55-127-010: Detector removal tool without pole. BCK-20OB: Black detector covers for use with NP -100(A) only; box of 10. WCK-20OB: White detector covers for use with NP -100(A) only; box of 10. NOTIFIER® and FireWarden® are registered trademarks of Honeywell International Inc. 2015 by Honeywell International Inc. All rights reserved. Unauthorized use of this document is strictly prohibited. This document is not in to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. L MN6 9 All specifications are subject to change without notice. QUALITY SYSTEMS For more information, contact Notifier. Phone: (203) 484-7161, FAX: (203) 484-7118. www.notifier.com Page 2 of 2 — DN -69950 • 2/11/2015 Addressable Manual lull Station DN -7001:D • Al -380 by • teWne r aMl o Intelligent/Addressable Devices: The ,Notifier NOT-BG12LX is a state-of-the-art, dual -action i.e., requires two motions to activate the station) pull station that includes an addressable interface for FireWarden series intelligent control panels, and the NSP -25 panel. Because the NOT-BG12LX is addressable, the control panel can display the exact location of the activated manual station. This leads fire personnel quickly to the location of the alarm. Features Maintenance personnel can open station for inspection and address setting without causing an alarm condition. Built-in bicolor LED, which is visible through the handle of the station, flashes in normal operation and latches steady red when in alarm. Handle latches in down position and the word "ACTIVATED" appears to clearly indicate the station has been operated. Captive screw terminals wire -ready for easy connection to SLC loop (accepts up to 12 AWG/3.25 mm2 wire). Can be surface mounted (with SB -10 or SB -1/0) or semi - flush mounted. Semi -flush mount to a standard single - gang, double -gang, or 4" (10.16 cm) square electrical box. Smooth dual -action design. Meets ADAAG controls and operating mechanisms guide- lines (Section 4.1.3[13]); meets ADA requirement for 5 Ib. maximum activation force. Highly visible. Attractive shape and textured finish. Key reset. Includes Braille text on station handle. Optional trim ring (BG12TR). Meets UL 38, Standard for Manually Actuated Signaling Boxes. Construction Shell, door, and handle are molded of durable polycarbonate material with a textured finish. Specifications Shipping Weight: 9.6 oz. (272.15 g) Normal operating voltage: 24 VDC. Maximum SLC loop voltage: 28.0 VDC. Maximum SLC standby current: 375 NA. Maximum SLC alarm current: 5 mA. Temperature Range: 32°F to 120°F (0°C to 49°C) Relative Humidity: 10% to 93% (noncondensing) For use indoors in a dry location Installation The,.NOT-BG12LX will mount semi -flush into a single -gang, double=gang, or standard 4" (10.16 cm) square electrical outlet box, or will surface mount to the model SB -10 or SB -1/0 sur- face backbox. If the NOT-BG12LX is being semi -flush mounted, then the optional trim ring (BG12TR) may be used. The NOT-BG12LX Addressable Manual Pull Station The BG12TR is usually needed for semi -flush mounting with 4" 10.16 cm) or double -gang boxes (not with single -gang boxes). Operation Pushing in, then pulling down on the handle causes it to latch in the down/activated position. Once latched, the word "ACTI-, VATED" (in bright yellow) appears at the top of the handle, while a portion of the handle protrudes from the bottom of the station. To reset the station, simply unlock the station with the key and pull the door open. This action resets the handle; clos- ing the door automatically resets the switch. Each manual station, on command from the control panel, sends data to the panel representing the state of the manual switch. Two rotary decimal switches allow address settings 1 — 99 on NFW2-100/NFW2-100C, 1 — 50 for NFW=50/NFW- 50C). Architectural/Engineering Specifications Manual Fire Alarm Stations shall be non -coded, with a key - operated reset lock in order that they may be tested, and so designed that after actual Emergency Operation, they cannot be restored to normal except by use of a key. An operated sta- tion shall automatically condition itself so as to be visually detected as activated. Manual stations shall be constructed of red -colored polycarbonate material with clearly visible operat- ing instructions provided on the cover. The word FIRE shall appear on the front of the stations in white letters, 1.00 inches 2.54 cm) or larger. Stations shall be suitable for surface mounting on matching backbox SB -10 or SB -I/O; or semi -flush mounting on a standard single -gang, double -gang, or 4" (10.16 cm) square electrical box, and shall be installed DN -7001:D • 4/13/2012 — Page 1 of 2 within the limits defined by the Americans with Disabilities Act ADA) or per national/local requirements. Manual Stations shall be Underwriters Laboratories listed. Manual stations shall connect with two wires to one of the con- trol panel SLC loops. The manual station shall, on command from the control panel, send data to the panel representing the state of the manual switch. Manual stations shall provide address setting by use of rotary decimal switches. Product Line Information NOT BG12LX: Dual -action addressable pull station. Includes key locking feature. (Listed for Canadian and non -Canadian applications.) SB -10: Surface backbox; metal. SB -1/0: Surface backbox; plastic. BG12TR: Optional trim ring. 17021: Keys, set of two. Agency Listings and Approvals In some cases, certain modules or applications may not be listed by certain approval agencies, or listing may be in pro- cess. Consult factory for latest listing status. UL/ULC Listed: S692 (listed for. Canadian and non -Cana- dian applications). MEA: 67-02-E Vol. IV. CSFM:7150-0028:0199. FM Approved. Patented: U.S. Patent No. D428,351; 6,380,846; 6,314,772; 6,632,108. NOTIFIER® is a registered trademark of Honeywell International Inc. 2012 by Honeywell International Inc. All rights reserved. Unauthorized use of this document is strictly prohibited. 90 This document is not intended to be used for installation purposes. 1309We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. MINEIRINa a MLVII llilOE E All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S. A. For more information, contact Notifier. Phone: (203) 484-7161, FAX: (203) 484-7118. www.notifier.com Page 2 of 2 — DN -70010 • 4/13/2012 y Relay Module for FireWarden Series Panels The NC-100R(A) Addressable Relay Module provides NOTI- FIER's FireWarden Series intelligent control panels with two isolated sets of Form -C dry -contact outputs for activating a variety of auxiliary devices, such as fans, dampers, door hold- ers, control equipment, etc. Addressability allows the dry con- tact to be activated, either manually or through panel programming, on a select basis. Features Built-in type identification automatically identifies these devices to the control panel. Internal circuitry and relay powered directly by two -wire SLC loop. Integral LED "blinks" green each time a communication is received from the control panel and turns on in steady when activated. High noise immunity (EMF/RFI). Wide viewing angle of LED. SEMS screws with clamping plates for wiring ease. Direct Decade entry of address: 01 — 99 with the FireWar- den-100-2(C) and 01 — 50 with the FireWarden-50(C). Applications The NC-100R(A) may be programmed to operate dry contacts for door holders, Air Handling Unit shutdown, etc., and to reset four -wire smoke detector power. Construction The face plate is made of off-white heat -resistant plastic. Controls include two rotary switches for direct -dial entry of address setting. The NC-100R(A) provides two Form -C dry contacts that switch together. Operation Each NC -1 OOR(A) uses one of the addresses on a SLC loop. It responds to regular polls from the control panel and reports its type and status. The LED blinks with each poll received. On command, it activates its internal relay. Rotary switches set a unique address for each module. The address may be set before or after mounting. The built-in TYPE CODE (not settable) will identify the module to the con- trol panel. dn-60383:A2 NC-100R(A) 9 Specifications Normal operating voltage: 15 to 32 VDC. Maximum SLC current draw: 6.5 mA (LED). Average operating current: 230 pA direct poll (CLIP mode), 255 pA group poll with LED flashing. EOL resistance: not used. Temperature range: 32°F to 120°F (0°C to 49°C). Humidityrange: 10% to 93% non -condensing. Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x 2.125" (5.398 mm) deep box. Relay Contact Ratings Load Description Application Maximum Voltage Current Rating Resistive Non -Coded 30 VDC 3.0 A Resistive Coded 30 VDC 2.0 A Resistive Non -Coded 110 VDC 0.9 A Resistive Non -Coded 125 VAC 0.9 A Inductive (UR=5ms) Coded 30 VDC 0.5 A Inductive (L/R=2ms) Coded 30 VDC 1.0 A Inductive (PF=0.35) Non -Coded 125 VAC 0.5 A dn-60383:A2.06/17/10 —Page 1 of 2 Agency Listings and Approvals In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult fac- tory for latest listing status. UL/ULC Listed: S635. CSFM approved: file 7300-0028:230. FM approved. MEA approved: file 72-01-E, Vol. 2. Product Line Information NC -100R: Intelligent addressable relay module. NC-100RA: Intelligent addressable relay module, ULC listed model SMB500: Optional surface -mount backbox. NOTE. For installation instructions, see document 156-2593-001 and refer to the SLC Wiring Manual, document 52304. NOTIFIER® is a registered trademark of Honeywell International Inc. 02010 by Honeywell International Inc. All rights reserved. Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. MM EN6 8 MAMOFAf: E All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S. A. For more information, contact Notifier. Phone: (203) 484-7161, FAX: (203) 484-7118. www.notifier.com Page 2 of 2 — dn-60383:A2.06/17/10 Monitor Moduges DN -6999:C PdMM-100(A)9 NMM-100P(A)9 NOTO Fa F. R° NZM-100(A), and NDM 100(A) for Flrewarden Series Panels by H o n eme l l Four different monitor modules are available for Notifier's Fire - Warden Series intelligent control panels for a variety of appli- cations.' Monitor modules supervise a circuit of dry -contact input devices, such as conventional heat detectors and pull stations, or monitor and power a circuit of two -wire smoke detectors (NZM-100(A)). NMM-100(A) is a standard -sized module (typically mounts to a 4" [10.16 cm) square box) that supervises either a Style D Class A) or Style B (Class B) circuit of dry -contact input devices. NMM-100P(A) is a miniature monitor module a mere 1.3" 3.302 cm) H x 2.75" (6.985 cm) W x 0.5" (1.270 cm) D that supervises a Style B (Class B) circuit of dry -contact input devices. Its compact design allows the NMM-100P(A) to be mounted in a single -gang box behind the device it monitors. NZM-100(A) is a standard -sized module that monitors and supervises compatible two -wire, 24 volt, smoke detectors on a Style D (Class A) or Style B (Class B) circuit. NDM-100(A) is a standard -sized dual monitor module that monitors and supervises two independent -two -wire Style B Class B) dry -contact initiating device circuits (IDCs) at two separate, consecutive addresses in intelligent, two -wire systems. NMM-100(A) Monitor Module Built-in type identification automatically identifies this device as a.monitor module to the control panel. Powered directly by two -wire SLC loop. No additional power required. High noise"(EMF/RFI) immunity. SEMS screws with clamping plates for ease of wiring. Direct Decade entry of address: 01 — 99 on FireWarden 100-2, 01 — 50 on FireWarden-50. LED flashes during normal operation and latches on steady to indicate alarm. The NMM-100(A) Monitor Module is intended for use in intelli- gent, two -wire systems, where the individual address of each module is selected using the built-in rotary switches. It pro- vides either a two -wire or four -wire fault-tolerant Initiating Device Circuit (IDC) for normally -open -contact fire alarm and supervisory devices. The module has a panel -controlled LED indicator. NMM-100(A) APPLICATIONS Use to monitor a zone of four -wire smoke detectors, manual fire alarm pull stations, waterflow devices, or other normally - open dry -contact alarm activation devices. May also be used to monitor normally -open supervisory devices with special supervisory, indication at the control panel. Monitored circuit maybe wired as an NFPA Style B (Class B) or Style D (Class A) Initiating Device Circuit. A 47K ohm End -of -Line Resistor provided) terminates the Style B circuit. No resistor is required for supervision of the Style D circuit. NMM-100(A) (Type H) NMM-100(A) OPERATION Each NMM-100(A) uses one of the available module addresses on an SLC loop. It responds to regular polls from the control panel and reports its type and the status (open/nor- mal/short) of its Initiating Device Circuit (IDC): A flashing LED indicates that the module is in communication with the control panel. The LED latches steady on alarm (subject to current limitations on the loop). NMM-100(A) SPECIFICATIONS Nominal operating voltage: 15 to 32 VDC. Maximum current draw: 5.0 mA (LED on). Average operating current: 350 pA (LED flashing), 1 com- munication every 5 seconds, 47k EOL. Maximum IDC wiring resistance: 40 ohms. EOL resistance: 47K ohms. Temperature range: 32°F to 120°F (0°C to 49°C). Humidity range: 10% to 93% noncondensing. Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x 2.125" (5.398 cm) deep box. DN -6999:C • 10/06/2010 — Page 1 of 4 NMM-100P(A) Mini Monitor Module Built-in type identification automatically identifies this device as a monitor module to the panel. Powered directly by two -wire SLC loop. No additional power required. High noise (EMF/RFI) immunity. Tinned, stripped leads for ease of wiring. Direct Decade entry of address: 01 — 99 on FireWarden- 100-2, 01 — 50 on FireWarden-50. 3 1415 0 1 ADDRESS 0 1 13 2 2 3 11 O 4 LOOP G 4 109 8 7 65 g 8 7 65 TENS ONES f - O U-1 U m The NMM-100P(A) Mini Monitor Module can be installed in a single -gang junction directly.behind the monitored unit. its small size and light weight allow it to be installed without rigid mounting. The NMM-100P(A) is intended for use in intelligent, two -wire systems where the individual address of each module is selected using rotary switches. It provides <a two -wire initiat- ing device circuit for normally -open -contact fire alarm and security devices. NMM-100P(A) NMM-100P(A) APPLICATIONS Use to monitor a single device or a zone of four -wire smoke detectors, manual fire alarm pull stations, waterflow devices, or other normally -open dry -contact devices. May also be used to monitor normally -open supervisory devices with special super- visory indication at the control panel. Monitored circuit/device is wired as an NFPA Style B (Class B) Initiating Device Circuit. A 47K ohm End -of -Line Resistor (provided) terminates the cir- cuit. N114114-100P(A) OPERATION Each NMM-100P(A) uses one of the available module addresses on an SLC loop.. It responds to regular polls from the control panel and reports its type and the status (open/nor- mal/short) of its Initiating Device Circuit (IDC). N114114-100P(A) SPECIFICATIONS Nominal operating voltage: 15 to 32 VDC. Average operating current: 350 NA, 1 communication every 5 seconds, 47k EOL; 600 uA Max. (Communicating, IDC Shorted). Maximum IDC wiring resistance: 40 ohms. Maximum IDC Voltage: 11 Volts. Maximum IDC Current: 400 NA. EOL resistance: 47K ohms. Temperature range: 32°F to 120°F (0°C to 49°C). Humidity range: 10% to 93% noncondensing. Page 2 of 4 — DN -6999:C • 10/06/2010 Dimensions: 1.3" (3.302 cm) high x 2.75" (6.985 cm) wide x 0.65" (1.651 cm) deep. Wire length: 6" (15.24 cm) minimum. NZM.100(A) Interface Module Supports compatible two -wire smoke detectors. Supervises IDC wiring and connection of external power source. High noise (EMF/RFI) immunity. SEMS screws with clamping plates for ease of wiring. Direct Decade entry of address:, 01 — 99 on FireWarden- 100-2, 01 — 50 on FireWarden-50. LED flashes during normal operation. LED latches steady to indicate alarm on command from control panel. The NZM-100(A) Interface Module is intended for use in intelli- gent, addressable systems, where the individual address of each module is selected using built-in rotary switches. This module allows intelligent panels to interface and monitor two - wire conventional smoke detectors. It transmits the status (nor- mal, open, or alarm) of one full zone of conventional detectors back to the control panel. All two -wire detectors being moni- tored must be UL compatible with the module. NZM-100(A) APPLICATIONS Use the NZM-100(A) to monitor a zone of two -wire smoke detectors. The monitored. circuit may be wired as an NFPA Style B (Class B) or Style D (Class A) Initiating Device Circuit. A 3.9 K ohm End -of -Line Resistor (provided) terminates the end of the Style B or D (class B or A) circuit (maximum IDC loop resistance is 25 ohms). Install ELR across terminals 8 and 9 for Style D application. NZM-100(A) OPERATION Each NZM-100(A) uses one of the available module addresses on an SLC ,loop. It responds to regular polls from the control panel and reports its type and the status (open/nor- mal/short) of its Initiating Device Circuit (IDC). A flashing LED indicates that the module is in communication with the control panel. The LED latches steady on alarm (subject to current limitations on the loop). NZM-100(A) SPECIFICATIONS Nominal operating voltage: 15 to 32 VDC. Maximum current draw: 5.1 mA (LED on). Maximum IDC wiring resistance: 25 ohms. Average operating current: 300 NA, 1 communication and 1 LED flash every 5 seconds, 3.9k eol. EOL resistance: 3.9K ohms. External supply voltage (between Terminals T3 and T4): DC voltage: 24 volts power limited. Ripple voltage: 0.1 Vrms maximum. Current: 90 mA per module maximum. Temperature range: 32°F to 120°F (0°C to 49°C). Humidity range: 10% to 93% noncondensing. Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x 2.125" (5.398 cm) deep box. 4 NDM-100(A) Dual Monitor Module The NDM-100(A) Dual Monitor Module is intended for use in intelligent, two -wire systems. It provides two independent two - wire initiating device circuits (IDCs) at two separate, consecutive addresses. It is capable of monitoring normally open contact fire alarm and supervisory devices. The module has a single panel - controlled LED. NOTE: The NDM-100(A) provides two Style 8 (Class 8) IDC cir- cuits ONLY. Style D (Class A) IDC circuits are NOT supported in any application. NDM-100(A) SPECIFICATIONS Normal operating voltage range: 15 to 32 VDC. Maximum current draw: 6.4 mA (LED on). Average operating current: 750 pA (LED flashing). Maximum IDC wiring resistance: 1,500 ohms. Maximum IDC Voltage: 11 Volts. Maximum IDC Current: 240 uA EOL resistance: 47K ohms. Maximum SLC Wiring resistance. 40 Ohms. Temperature range: 32° to 120°F (0° to 49°C). Humidity range: 10% to 93% (non -condensing). Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x 2.125';(5.398 cm) deep. NDM-100(A) AUTOMATIC ADDRESSING The NDM-100(A) automatically assigns itself to two address- able points, starting with the original address. For example, if the NDM-100(A) is set to address "26", then it will automati- cally assign itself to addresses "26" and "27". NOTE. "Ones" addresses on the NDM-100(A) are 0, 2, 4, 6, or 8 only. Terminals 6 and 7 use the first address, and terminals 8 and 9 use the second address. CAUTION: Avoid duplicating addresses on the system. Installation NMM-100(A), NZM-100(A), and NDM-100(A) modules mount directly to a standard 4" (10.16 cm) square, 2.125" (5.398 cm) deep, electrical box. They may also be mounted to the SMB500 surface -mount box. Mounting hardware and installa- tion instructions are provided with each module. All wiring must conform to applicable local codes, ordinances, and regu- lations. These modules are intended for power -limited wiring only. The NMM-100P(A) module is intended to be wired and mounted without rigid connections inside a standard electrical box. All wiring must conform to applicable local codes, ordi- nances, and regulations. Agency Listings and Approvals In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult fac- tory for latest listing status. UL: S635 ULC: S635 FM.Approved CSFM: 7300-0028:0230 (NMM-100, NMM-100P, NZM- 100); 7300-0028:0237 (NDM-100) MEA: 72-01-E Vol. 2 (NMM-100, NMM-100P, NZM-100); 227-03-E Vol. 3 (NDM-100) Product Line Information NOTE: A" suffix indicates ULC -listed model. NMM-100(A): Monitor module. NMM-100P(A): Monitor module, miniature. NZM-100(A): Monitor module, two -wire detectors. NDM-100(A): Monitor module, dual, two independent Class B circuits. SMB500: Optional surface -mount backbox. NOTE. See installation instructions and refer to the SLC Wiring Manual, PN 52304. DN -6999:C • 10/06/2010 — Page 3 of 4 Notifier® and FireWarden® are registered trademarks and FireWatchTM is a trademark of Honeywell International Inc. 02010 by Honeywell Intemational Inc. All rights reserved. Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. U161Nf IN6 S MANAFACNEUY6 All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S. A. For more information, contact Notifier. Phone: (203) 484-7161, FAX: (203) 484-7118. www.notifier.com Page 4 of 4 — DN -6999:C • 10/06/2010 7-7 V. System Sensor L -Series audible visible notification products are rich with features guaranteed to cut installation, times and maximize profits with lower current draw and modern aesthetics. Features Plug-in design with minimal intrusion into the back box Tamper-resistant construction Automatic selection of 12- or 24 -volt operation at 15 and 30 candela Field -selectable candela settings on ceiling units: 15, 30, 75, 95, 115, 150, and 177 Horn rated at 88+ dBA at 16 volts Rotary switch for horn tone and two volume selections Universal mounting plate for ceiling units Mounting plate shorting spring feature checks wiring continuity before device installation Electrically Compatible with legacy SpectrAlert and SpectrAlert Advance devices Compatible with MDL3 sync module Listed for ceiling mounting only Aaencv Listinas sicpxAnuNc 7L F Iw AVFROVE j LISTED S5512 FM approved except 7125-1653:0504 S4011 for ALERT models 7135-1653:0503 3057383 The System Sensor L -Series offers the most versatile and easy-to-use line of horns, strobes, and horn strobes in the industry with lower current draws and modern aesthetics. With white and red plastic housings, wall and ceiling mounting options, System Sensor L -Series can meet virtually any application requirement. The entire L -Series product line of ceiling -mount strobes and horn strobes include a variety of features that increase their application versatility while simplifying installation. All devices feature a plug-in design with minimal intrusion into the back box, making installations fast and foolproof while virtually eliminating costly and time- consuming ground faults. To further simplify installation, the L -Series utilizes a universal mounting plate so installers can mount them to a wide array of back boxes. With an onboard shorting spring, installers can test wiring continuity before the device is installed. Installers can also easily adapt devices to a suit a wide range of application requirements using field -selectable candela settings, automatic selection of 12- or 24 -volt operation, and a rotary switch for horn tones with two volume selections. L -Series General L -Series ceiling -mount strobes and horn strobes shall mount to a standard 4 x 4 x 11/2 -inch back box, 4 -inch octagon back box, or double - gang back box. Two -wire products shall also mount to a single -gang 2 x 4 x 17/8 -inch back box. A universal mounting plate shall be used for mounting ceiling and wall products. The notification appliance circuit wiring shall terminate at the universal mounting plate. Also, L -Series products, when used with the SynceCircuitT1 Module accessory, shall be powered from a non -coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts. When used with the SynceCircuit Module, 12 -volt -rated notification appliance circuit outputs shall operate between 8.5 and 17.5 volts; 24 -volt -rated notification appliance circuit outputs shall operate between 16.5 and 33 volts. Indoor L -Series products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full -wave rectified unfiltered power supply. Ceiling strobes and horn strobes shall have field -selectable candela settings including 15, 30, 75, 95, 115, 150, and 177. Strobe The strobe shall be a System Sensor L -Series Model _ listed to UL 1971 and shall be approved for fire protective service. The strobe shall be wired as a primary -signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens/reflector system. Horn Strobe Combination The horn strobe shall be a System Sensor L -Series Model listed to UL 1971 and UL 464 and shall be approved for fire protective service. The horn strobe shall be wired as a primary -signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens/reflector system. The horn shall have two audibility options and an option to switch between a temporal three pattern and a non -temporal (continuous) pattern. These options are set by a multiple position switch. The horn on horn strobe models shall operate on a coded or non -coded power supply. Synchronization Module The module shall be a System Sensor Sync -Circuit model MDL3 listed to UL 464 and shall be approved for fire protective service. The module shall synchronize L -Series strobes at 1 Hz and horns at temporal three. Also, while operating the strobes, the module shall silence the horns on horn strobe models over a single pair of wires. The module shall mount to a 4 11/16 x 4 11/16 x 2 1/8 -inch back box. The module shall also control two Style Y (class 3) circuits or one Style Z (class A) circuit. The module shall synchronize multiple zones. Daisy chaining two or more synchronization modules together will synchronize all the zones they control. The module shall not operate on a coded power supply. Standard Operating Temperature°, 32°F to 120°F (0°C to 49°C) Humidity Range 10 to 93% non -condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 VDC or regulated 24 DC/FWR' Operating Voltage Rangel 8 to 17.5 V (12 V nominal) or 16 to 33 V (24 V nominal) Operating Voltage Range (MDL3) 8.5 to 17.5V (12 V nominal) or 16.5 to 33 V (24V nominal) Input Terminal Wire Gauge 12 to 18 AWG Ceiling -Mount Dimensions (including lens) 6.8" diameter x 2.5" high (173 mm diameter x 64 mm high) Ceiling -Mount Surface Mount Back Box Skirt Dimensions SBBCRL, SBBCWL) 6.9" diameter x 3.4" high (175 mm diameter x 86 mm high) Notes: 1. Full Wave Rectified (FWR) voltage is a non-regulated, time -varying power source that is used on some power supply and panel outputs 2. P, S, PC, and SC products will operate at 12 V nominal only for 15 and 30 cd. AVDS86800 UL Current Draw Data Candela 8-17.5 Volts DC 16-33 Volts DC FWR 15 87 41 60 30 153 63 86 75 N/A 111 142 95 N/A 134 164 115 N/A 158 191 150 N/A 189 228 177 N/A 226 264 I ON 8-17.5 Volts DC Input 15cd 30cd gfl 16-33 Volts 15cd 30cd 75cd 95cd 115cd 150cd 177cd Temporal High 103 167 71 90 143 165 187 217 254 Temporal Low 96 165 54 71 137 161 185 211 249 Non -Temporal High 106 173 71 90 141 165 187 230 273 Non-Temportal Low 95 166 54 71 124 161 170 216 258 3.1 K Temporal High 111 164 69 94 147 163 184 229 257 3.1 K Temporal Low 103 163 54 88 143 155 185 212 252 3.1 K Non -Temporal High 111 172 69 94 144 164 202 229 271 3.1 K Non -Temporal Low 103 169 54 88 131 155 187 217 259 16-33 Volts FWR Input 15cd 30cd 75cd 95cd 115cd 150cd 177cd Temporal High 107 135 179 198 223 254 286 Temporal Low 78 101 151 172 199 229 262 Non -Temporal High 107 135 179 198 223 254 286 Non-Temportal Low 78 101 151 172 199 229 262 3.1K Temporal High 108 135 179 200 225 255 289 3.1 K Temporal Low 79 101 150 171 196 229 260 3.1K Non -Temporal High 108 135 179 200 225 255 289 3.1 K Non -Temporal Low 79 101 150 171 196 229 260 Horn Strobe Tones and Sound Output Data Switch Position Sound Pattern dB 8-17.5 Volts DC ME 16-33 Volts DC FWR 1 Temporal High 84 89 89 2 Temporal Low 75 83 83 3 Non -Temporal High 85 90 90 4 Non -Temporal Low 76 84 84 5 3.1 KHz Temporal High 83 88 88 6 3.1 KHz Temporal Low 76 82 82 7 3.1 KHz Non -Temporal High 84 89 89 8 3.1 KHz Non -Temporal Low 77 83 83 AVDS86800 L -Series Dimensions 2.47 1.37 W 6.8" Ceiling -Mount Horn Strobes Ceiling Mount Horn Strobes with Ceiling Surface Mount Back Box L -Series Ordering Information 2.50 0 Ceiling Surface Mount Back Box Ceiling Horn Strobes Ceiling Strobes PC2RL 2 -Wire, Horn Strobe, Red SCRL Strobe, Red PC2WL 2 -Wire, Horn Strobe, White SCWL Strobe, White SCWL-CLR-ALERT Strobe, White, ALERT Accessories TRC -2 Universal Ceiling Trim Ring Red TRC -2W Universal Ceiling Trim Ring White SBBCRL Ceiling Surface Mount Back Box, Red SBBCWL Ceiling Surface Mount Back Box, White 82017 System Senso, 3825 Ohio Avenue • St. Charles, IL 60174 Product specifications subject to change without notice. Visit systamsensoccom on, including the latest version of this data sheet. Phone: 800-SENSOR2 • Fax: 630-377-6495 AVDsafor current product information, 03/17 Indoor Output, Horns, 1gg. S`:e_ . ,2 d Horn a"- i nib ;—g sn- Wall Applications4I1deg System Sensor L -Series audible visible notification products are -rich with features guaranteed to cut installation times and maximize profits with lower current draw and modern aesthetics. Features Updated Modern Aesthetics Small profile devices for Horns and Horn Strobes Plug-in design with minimal intrusion into the back box Tamper-resistant construction Automatic selection of 12- or 24 -volt operation at 15 and 30 candela Field -selectable candela settings on wall units: 15, 30, 75, 95, 110, 135, and 185 Horn rated at 88+ dBA at 16 volts Rotary switch for horn tone and two volume selections Mounting plate for all standard and all compact wall units Mounting plate shorting spring checks wiring continuity before device installation Electrically Compatible with legacy SpectrAlert and SpectAlert Advance devices Compatible with MDL3 sync module Listed for wall mounting only Aaencv Listinas srcNauxs FM nvnnoveo LISTED 55512 FM approved except 7125-1653:0504 54011 for ALERT models 7135-1653.0503 3057383,3057072 The System Sensor L -Series offers the most versatile and easy-to-use line of horns, strobes, and horn strobes in the industry with lower current draws and modern aesthetics. With white and red plastic housings, standard and compact devices, and plain, FIRE, and FUEGO-printed devices, System Sensor L -Series can meet virtually any application requirement. The L -Series line of wall -mount horns, strobes, and horn strobes include a variety of features that increase their application versatility while simplifying installation. All devices feature plug-in designs with minimal intrusion into the back box, making installations fast and foolproof while virtually eliminating costly and time-consuming ground faults. To further simplify installation and protect devices from construction damage, the L -Series utilizes a universal mounting plate for all models with an onboard shorting spring, so installers can test wiring continuity before the device is installed. Installers can also easily adapt devices to a suit a wide range of application requirements using field -selectable candela settings, automatic selection of 12- or 24 -volt operation, and a rotary switch for horn tones with two volume selections. L -Series Specifications General L -Series standard horns, strobes, and horn strobes shall mount to a standard 2 x 4 x 1 1/e -inch back box, 4 x 4 x 11/2 -inch back box, 4 -inch octagon back box, or double -gang back box. L -Series compact products shall mount to a single -gang 2 x 4 x 17/8 -inch back box. A universal mounting plate shall be used for mounting ceiling and wall products for all standard models and a separate universal mounting plate shall be used for mounting wall compact models. The notification appliance circuit wiring shall terminate at the universal mounting plate. Also, L -Series products, when used with the Sync•CircuitT" Module accessory, shall be powered from a non -coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts. When used with the Sync -Circuit Module, 12 -volt -rated notification appliance circuit outputs shall operate between 8.5 and 17.5 volts; 24 -volt -rated notification appliance circuit outputs shall operate between 16.5 and 33 volts. Indoor L -Series products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full -wave rectified unfiltered power supply. Strobes and horn strobes shall have field -selectable candela settings including 15, 30, 75, 95, 110, 135, and 185. Strobe The strobe shall be a System Sensor L -Series Model listed to UL 1971 and shall be approved for fire protective service. The strobe shall be wired as a primary -signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens/reflector system. Horn Strobe Combination The horn strobe shall be a System Sensor L -Series Model listed to UL 1971 and UL 464 and shall be approved for fire protective service. The horn strobe shall be wired as a primary -signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens/reflector system. The horn shall have two audibility options and an option to switch between a temporal three pattern and a non -temporal (continuous) pattern. These options are set by a multiple position switch. The horn on horn strobe models shall operate on a coded or non -coded power supply. Synchronization Module The module shall be a System Sensor Sync•Circuit model MDL3 listed to UL 464 and shall be approved for fire protective service. The module shall synchronize SpectrAlert strobes at 1 Hz and horns at temporal three. Also, while operating the strobes, the module shall silence the horns on horn strobe models over a single pair of wires. The module shall mount to a 411/16 x 411/16 x 21/8 -inch back box. The module shall also control two Style Y (class B) circuits or one Style Z (class A) circuit. The module shall synchronize multiple zones. Daisy chaining two or more synchronization modules together will synchronize all the zones they control. The module shall not operate on a coded power supply. Standard Operating Temperature 32°F to 120°F (0°C to 49°C) Humidity Range 10 to 93% non -condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC or regulated 24 DC/FWR' 2 Operating Voltage Range 8 to 17.5 V (12 V nominal) or 16 to 33 V (24 V nominal) Operating Voltage Range MDU Sync Module 8.5 to 17.5 V (12 V nominal) or 16.5 to 33 V (24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG Wall -Mount Dimensions (including lens) 5.6-L x 4.7-W x 1.91"D (143 mm L x 119 mm W x 49 mm D) Compact Wall -Mount Dimensions (including lens) 5.26" L x 3.46" W x 1.91" D (133 mm L x 88 mm W x 49 mm D) Horn Dimensions 5.6-L x 4.7-W x 1.25-D (143 mm L x 119 mm W x 32 mm D) Compact Horn Dimensions 5.25" L x 3.45" W x 1.25" D (133mm L x 88mm W x 32mm D) 1. Full Wave Rectified (FWR) voltage is a non-regulated, time -varying power source that is used on some power supply and panel outputs 2. Strobe products will operate at 12 V nominal only for 15 cd and 30 cd. 4 UL Current Draw Data tUl Max17 Cu' rent Draw (mA RMS) Sound Pattern dB DC DC FWR Temporal High 39 44 54 Temporal Low 28 32 54 Non -Temporal 8-17.5 Volts 16-33 Volts Low 29 32 54 Candela DC DC FWR Candela 15 88 43 60 Range 30 143 63 83 75 N/A 107 136 95 N/A 121 155 110 N/A 148 179 135 N/A 172 209 185 N/A 222 257 tUl Max17 Cu' rent Draw (mA RMS) Sound Pattern dB DC DC FWR Temporal High 39 44 54 Temporal Low 28 32 54 Non -Temporal High 43 47 54 Non -Temporal Low 29 32 54 3.1 KHz Temporal High 39 41 54 3.1 KHz Temporal Low 29 32 54 3.1 KHz Non -Temporal High 42 43 54 3.1 KHz Non -Temporal Low 28 29 54 Coded High 43 47 54 3.1 KHz Coded Hiqh 42 43 54 DC Input 8-17.5 Volts 15cd 30cd 16-33 Volts 15cd 30cd 75cd 95cd 110cd 135cd 185cd Temporal High 98 158 54 74 121 142 162 196 245 Temporal Low 93 154 44 65 111 133 157 184 235 Non -Temporal High 106 166 73 94 139 160 182 211 262 Non-Temportal Low 93 156 51 71 119 139 162 190 239 3.1K Temporal High 93 156 53 73 119 140 164 190 242 3. 1 K Temporal Low 91 154 45 66 112 133 160 185 235 3.1K Non -Temporal High 99 162 69 90 135 157 175 208 261 3.1 K Non -Temporal Low 93 156 52 72 119 138 162 192 242 FWR Input 16-33 Volts 15cd 30cd 75cd 95cd 110cd 135cd 185cd Temporal High 83 107 156 177 198 234 287 Temporal Low 68 91 145 165 185 223 271 Non -Temporal. High 111 135 185 207 230 264 316 Non-Temportal Low 79 104 157 175 197 235 283 3.1 K Temporal High 81 105 155 177 196 234 284 3.1 K Temporal Low 68 90 145 166 186 222 276 3.1 K Non -Temporal High 104 131 177 204 230 264 326 3.1 K Non -Temporal Low 77 102 156 177 199 234 291 Horn Tones and Sound Output Data Switch Position Sound Pattern dB 8-17.5 Volts DC 16-33 Volts DC FWR 1 Temporal High 84 89 89 2 Temporal Low 75 83 83 3 Non -Temporal High 85 90 90 4 Non -Temporal Low 76 84 84 5 3.1 KHz Temporal High 83 88 88 6 3.1 KHz Temporal Low 76 82 82 7 3.1 KHz Non -Temporal High 84 89 89 8 3.1 KHz Non -Temporal Low 77 83 83 9` Coded High 85 90 90 10' 3.1 KHz Coded High 84 89 89 Settings 9 and 10 are not available on the 2 -wire horn strobes L -Series Dimensions I.y9 3.46 1.25 ins 5.27 0 Compact Strobe / Horn Strobe e = 1 illiil N. 1 L -Series Ordering Information Wall Horn Strobes P2RL 2 -Wire, Horn Strobe, Red P2WL 2 -Wire, Horn Strobe, White P2GRL 2 -Wire, Compact Horn Strobe, Red P2GWL 2 -Wire, Compact Horn Strobe, White P2RL-P 2 -Wire, Horn Strobe, Red, Plain P2WL-P 2 -Wire, Horn Strobe, White, Plain P2RL-SP 2 -Wire, Horn Strobe, Red, FUEGO P2WL-SP 2 -Wire, Horn Strobe, White, FUEGO Wall Strobes SRL Strobe, Red SWL Strobe, White SGRL Compact Strobe, Red SGWL Compact Strobe, White SRL-P Strobe, Red, Plain SWL-P Strobe, White, Plain SRL-SP Strobe, Red, FUEGO SWL-CLR-ALERT Strobe, White, ALERT Compact Horn Horn TR -2 Universal Wall Trim Ring Red TR -2W Universal Wall Trim Ring White SBBRL Wall Surface Mount Back Box, Red SBBWL Wall Surface Mount Back Box, White SBBGRL Compact Wall Surface Mount Back Box, Red SBBGWL Compact Wall Surface Mount Back Box, White Notes: All -P models have a plain housing (no "FIRE" marking on cover) All -SP models have "FUEGO" marking on cover All -ALERT models have "ALERT' marking on cover 3825 Ohio Avenue • St. Charles, IL 60174 ©2017 System Sensor. Phone: 800-SENSOR2 • Fax: 630-377-6495 Product specifications subject to change without noticevisit systemsensoccom yfor current product information, including the latest version of this data sheet. www.systemsensor.com AVDS86503.03/17 Horns HRL Horn, Red HWL Horn, White HGRL Compact Horn, Red HGWL Compact Horn, White Accessories TR -2 Universal Wall Trim Ring Red TR -2W Universal Wall Trim Ring White SBBRL Wall Surface Mount Back Box, Red SBBWL Wall Surface Mount Back Box, White SBBGRL Compact Wall Surface Mount Back Box, Red SBBGWL Compact Wall Surface Mount Back Box, White Notes: All -P models have a plain housing (no "FIRE" marking on cover) All -SP models have "FUEGO" marking on cover All -ALERT models have "ALERT' marking on cover 3825 Ohio Avenue • St. Charles, IL 60174 ©2017 System Sensor. Phone: 800-SENSOR2 • Fax: 630-377-6495 Product specifications subject to change without noticevisit systemsensoccom yfor current product information, including the latest version of this data sheet. www.systemsensor.com AVDS86503.03/17 OKnox-Boxe Series Serving fire Departments Since 1975 LOFT -OFF ®®®R MODEL High Security IndustriaVGovernment Key Sox with Face Flange The number one high -security KNOX-BOX® is used for most commercial applications including businesses, schools, government and public buildings, community associations and apartment complexes. The 3200 Series KNOX-BOX with lift-off door holds keys, access cards and other small items necessary for emergency access. Features and Benefits Holds up to 10 keys and access cards in interior compartment Ensures high security. Box and lock are UL® Listed Includes a Knox-Coat®..proprietary finishing process that protects Knox products up to four times better than standard powder coat Resists moist conditions with a weather resistant door gasket Colors: Black, Dark Bronze or Aluminum Weight: Surface mount - 8 lbs. Recessed mount - 9 lbs. ptions Alarm tamper switches (UL Listed) Recessed Mounting Kit (RMK) for recessed models only Inside switch for use on electrical doors, gates and other electrical equipment 7" HIGH FRONT VIEW 4" WIPE Heavy 1/5" 5tainle55 Steel lock cover Hole for © 5 tamper seal HIGH o— 1/2" solid plate steel door with gasket 3200 Surface Mount Flange rece55e model only FRONT VIEW T' WIDE 3200 Recessed Mount Ordering Specifications 51DE VIEW 3" DEEP 1/4" steel case, 100% welded J 7"' 7" flange — l! 3-3/4" DEEP To insure procurement and delivery of the 3200 Series KNOX-BOX, it is suggested that the following specification paragraph he used. KNOX-BOX surface/recessed mount with lift-off door, with/without UL Listed tamper switches. 1/4" plate steel housing, 1/2" thick steel door with interior gasket seal. Box and lock UL Listed. Lock has 1/8" thick stainless steel dust cover with tamper seal mounting capability. Exterior Dimensions: Surface mount body - 5"H x 4"W x 3-3/4"D Recessed mount flange- 7"H x 7"W Lock: UL Listed. Double -action rotating tumblers and hardened steel pins accessed by a biased cut key. Finish: Knox -Coat® proprietary finishing process Colors: Black, Dark Bronze or Aluminum P/N: 3200 Series KNOX-BOX (mfr's cat. ID) Mfr's Name: KNOX COMPANY KNOX COMPANY • 1601 W. Deer Valley Road, Phoenix, AZ 85027 • (800) 552-5669 • (623) 687-2300 • Fax (623) 687-2299 • Web: www.knoxbox.com • E-mail: info@knoxbox.com KNOX" Knox.Boxcl) 3200 Series Serving Fire Departmenft Since 1975 LOFT -OFF DOOR MODEL MOUNTING- DIAGRAM Recessed Mounting Kit f Optional Door Tamper Door Switch 3/8" Grade 5 or Grade 8 Fasteners Solid concrete wall Suggested minimum mounting height 6 feet above ground Large N. Thick Steel d'I'glx L e Washer 7o building alarm System a u i y G, u wd w Flange kiuti g 5olid concrete wall - 3200 Series Liftoff Door Surface Mount All mounting holes are 7/16" diameter 3200 Series Lift-off Door Recessed Mount Inside View Rear Tamper 165witch Hole 7/8' Pear Tamper 5witch p Mounting Holes Key Hooks Mounting Holes. Alarm wire exit opening Holes marked "X" are X:', U 1;.( D" used for mounting with at least 3/8" Grade 5 or Grade 8 fasteners 1-va" 2-5/16" 4" WIDE 1 5" 5/16" HIGH J 3! 4" 7/8" 70' To building alarm system Attention: KNOX-BOX® is a very strong device that MUST be mounted properly to ensure maximum security and resist physical attack. Knox® Rapid Entry System The Knox Company manufacturers a complete line of high security products including Knox -Box key boxes, key vaults, cabinets, key switches, padlocks, locking FDC caps, plugs and electronic master key security systems. For more information or technical assistance, please call Customer Service at 1-800-552-5669. The 3200 Recessed Mounting Kit (RMK) is used for recessed models only. It contains a shell housing and mounting hardware to be cast -in- place in new concrete or masonry construction. After construction is completed, the KNOX-BOX mounts inside the recessed shell housing. The RMK may only be used in new concrete or masonry construction. Installation In Cast Concrete The optional Recessed Mounting Kit is for use in new concrete or masonry construction only. The kit includes a shell housing and mounting hardware to be cast -in-place. The KNOX-BOX is mounted into the shell housing after construction is completed. Dimensions Rough -in Dimensions: 6-1/2"H x 6-1/2"W x 5"D IMPORTANT: Care should be taken to insure that the front of the RMK shell housing, including the cover plate and screw heads, is flush with the finish wall. The RMK must be plumbed to insure vertical alignment of the vault. Recessed Mounting Using Recessed Mounting Kit (RMK) KNOX-BOX® moul KMKE com con RMK shell is mounted in wall during new construction Knockouts for alarm wire conduit 1 Trim rel0ar for tie-in to wall if nece55ary Recessed Flange Mounting studs provided inside RMK shell to accommodate KNOX-BOXm Concrete or masonry wall construction KNOX COMPANY • 1601 W. Deer Valley Road, Phoenix, AZ 85027 • (800) 552-5669 • (623) 687-2300 • Fax (623) 687-2299 • Web: www.knoxbox.com • E-mail: info@knoxbox.com Copyright 2008. Knox Company MKT-KBSPEC-0020-C DITEK's 2MHLP series of signal, data and loop circuit surge protectors provide robust protection in a compact package. Designed for ease of installation, with convenient field -replaceable modules, the 2MHLP protects two circuit pairs per module. Applications include protection of 4-20mA current loops, alarm panel NAC, SLC and IDC loops, and burglar alarm panels. DTK-2MHLP Application Features Multi -stage, SAD technology, hybrid design provides the best possible protection Hard -wire mounting base Field replaceable, hot swappable, modular edge card connection design Seven voltage levels available to protect all types of voice/data applications Two pairs protected per module; when used with mounting base (DTK-MB) modules can be ganged to protect up to ten pairs with a common ground Product Features Agency Approvals: UL497B Connection Method — Module: Edge card into DTK- MB mounting base Base: 12AWG max screw terminals Max Continuous Current: 5 Amps Max Surge Current: 20kA Data Rate: 200kbps (5v) to 2Mbps (130V) Protection Modes: Line -Ground (All) Operating Temperature: -40°F - 158°F (-40°C - 70°C) Dimensions Module: 1.6"H x 2.1"W x 1.6" x 1.0"D 41 mm x 53mm x 25mm) Module with Base: 1.75"H x 4.5"W x 3.00"D 45mm x 114mm x 76mm) Weight: .6 oz (18g) without base; 1.2 oz (36g) with base Housing: ABS Warranty: Ten Year Limited Warranty Selection Guide Example: DTK-2MHLP24BWB DTK-2MHLP B Select Voltage: 5, 12, 24, 36, 48, 75 WB: 2MHLP with Single Mounting Base DTK-MB10: Hardwire mounting base DTK-XB10: Compact hardwire mounting base Multiple module mounting bases available separately DTK-MB, DTK-2MB, DTK-3MB, DTK-4MB, DTK-5MB) Example: (3) DTK-2MHLP36B + (1) DTK-3MB Performance Data Model DTK- 2MHLP Service Voltage MCOV DTA®2 L y 0-5 VDC Voice, Data and Signaling Circuit Modular Surge Protection 6.8 V General Product Specifications DITEK's 2MHLP series of signal, data and loop circuit surge protectors provide robust protection in a compact package. Designed for ease of installation, with convenient field -replaceable modules, the 2MHLP protects two circuit pairs per module. Applications include protection of 4-20mA current loops, alarm panel NAC, SLC and IDC loops, and burglar alarm panels. DTK-2MHLP Application Features Multi -stage, SAD technology, hybrid design provides the best possible protection Hard -wire mounting base Field replaceable, hot swappable, modular edge card connection design Seven voltage levels available to protect all types of voice/data applications Two pairs protected per module; when used with mounting base (DTK-MB) modules can be ganged to protect up to ten pairs with a common ground Product Features Agency Approvals: UL497B Connection Method — Module: Edge card into DTK- MB mounting base Base: 12AWG max screw terminals Max Continuous Current: 5 Amps Max Surge Current: 20kA Data Rate: 200kbps (5v) to 2Mbps (130V) Protection Modes: Line -Ground (All) Operating Temperature: -40°F - 158°F (-40°C - 70°C) Dimensions Module: 1.6"H x 2.1"W x 1.6" x 1.0"D 41 mm x 53mm x 25mm) Module with Base: 1.75"H x 4.5"W x 3.00"D 45mm x 114mm x 76mm) Weight: .6 oz (18g) without base; 1.2 oz (36g) with base Housing: ABS Warranty: Ten Year Limited Warranty Selection Guide Example: DTK-2MHLP24BWB DTK-2MHLP B Select Voltage: 5, 12, 24, 36, 48, 75 WB: 2MHLP with Single Mounting Base DTK-MB10: Hardwire mounting base DTK-XB10: Compact hardwire mounting base Multiple module mounting bases available separately DTK-MB, DTK-2MB, DTK-3MB, DTK-4MB, DTK-5MB) Example: (3) DTK-2MHLP36B + (1) DTK-3MB Performance Data Model DTK- 2MHLP Service Voltage MCOV Typical Let Through Voltage 5B 0-5 VDC 5 VDC 6.8 V 12B 12 VDC 18 VDC 21.6 V 24B 24 VDC 33 VDC 39 V 36B 36 VDC 48 VDC 57 V 48B 48 VDC 64 VDC 76 V 75B 75 VDC 90 VDC 108 V ccrx-r r o3 y One DITEK Center 1-800-753-2345 Direct: 727-812-5000 Doc. Number: SPS -100010-001 Rev 6 8/07 1720 Starkey Road Technical Support: 1-888-472-6100 ©2006 DITEK Corp. Largo, FL 33771 www.ditekcorp.com Specification Subject to Change C® IRAN CORPORATION ONE MAIN STREET a WHITINSVILLE, MA 01588 a 508-234-6256 Design Specification Part Number: 8704 DESCRIPTION: 18 AWG 2 conductor plenum fire alarm cable Nom. O.D. (in.) CONSTRUCTION: Conductors: 18 AWG solid bare copper Insulation: 0.007" nominal wall Comflex Plenum PVC .054 Core Assembly: 2 conductors cabled together with a left hand lay Jacket: 0.014" nominal wall Red Comflex Plenum PVC .136 Parallel rip cord located under jacket. COLOR CODE: Black, Red SPECIFICATIONS: UL 1424, Power Limited Fire Alarm Cable NFPA 262, Plenum Flame Test (UL 910) NEC Article 760 CERTIFICATIONS: UL Listed Type FPLP California State Fire Marshal Approved ELECTRICAL CHARACTERISTICS: Capacitance: 31 pF/ft nominal conductor to conductor @ 1 KHz DC Resistance: 6.7 ohms/Kft nom. @ 20C SURFACE PRINT: Ell 1271 (01-12345) 18 AWG (UL) TYPE FPLP Sequential footage markers every 2 feet SIGNATURE: DRAWING REv. DATE DRWN. APP. REMARKS 8704 8704 04 01/28/05 rhw RHW Add traceability 8704 03 16/02/04 rhw RHW Revised insulation wall Page 1 i 8704 02 05/27/03 2me RHW Revised and redrawn of lames M4F9 M 1113 M A. member of The Marmon Group of companies COMTRAN CORPORATION ONE MAIN STREET a WHITINSVILLE, MA 01588 • 508-234-6256 Design Specification Part Number: 8709 DESCRIPTION: 14 AWG 2 conductor fire alarm cable Nom. O.D. (in.) CONSTRUCTION: Conductors: 14 AWG solid bare copper Insulation: 0.009" nominal wall Comflex Plenum PVC Core Assembly: 2 conductors cabled together with a left hand lay Jacket: 0.014" nominal wall Red Comflex Plenum PVC Parallel rip cord located under jacket. COLOR CODE: Black, Red SPECIFICATIONS: UL 1424, Power -Limited Fire -Protective Signaling Circuit Cables NFPA 262, Plenum Flame Test (UL 910) NEC Article 760 CERTIFICATIONS: UL Listed Type FPLP California State Fire Marshal Approved ELECTRICAL CHARACTERISTICS: Capacitance: 25 pF/ft nominal conductor to conductor @ 1 KHz DC Res (nom.): 2.52 ohms/Kft @ 20C Operating temp range: -4°C -75°C SURFACE PRINT: E111271 (01-12345) 14 AWG (UL) TYPE FPLP Sequential footage markers every 2 feet 192 DRAWING REV. DATE DRWN. APP. REMARKS 8709 8709 03 06/17/04 2me RHW Addition of ternp rating 8709 02 03/30/04 2me RHW Add resistance Page 1 1 8709 01 05/03/02 RHW RHW Revised and redrawn of Wan rnnrarnoN 0 0 tL A member of The Marmon Group of comonnies DESCRIPTION CONSTRUCTION: Conductors: Insulation: Core Assembly: Jacket: COLOR CODE: Design Specification Part Number: 8705 18 AWG 4 conductor plenum fire alarm cable 18 AWG solid bare copper 0.0069" nominal wall Comflex Plenum PVC 4 conductors cabled together with a left hand lay 0.014" nominal wall Red Comflex Plenum PVC Parallel rip cord located under jacket. Black, Red, Yellow, Blue SPECIFICATIONS: 1424, Power -Limited Fire Alarm Cables UL 13 Power Limited Circuit Cables UL 444 Communication Cables NFPA 262, Plenum Flame Test (UL 910) NEC Article 760,725 and 800 CERTIFICATIONS: UL Listed Type FPLP/CL3P/CMP C(UL) CMP California State Fire Marshal Approved ELECTRICAL CHARACTERISTICS: Capacitance: 31 pF/ft nominal conductor to conductor @ 1 KHz DC Resistance: 6.7 ohms/Kft nom. @ 20C ONE MAIN STREET WHITINSVILLE, MA 01588 508-234-6256 Nom. O.D. (im.) 054 154 SURFACE PRINT: Ell 1271 (01-12345) 18 AWG FPLP/CL3P (UL) OR CMP C(UL) US RoHS Sequential footage markers every 2 feet SIGNATURE: DRAWING REv. DATE DRWN. APP. REMARKS 8705 8705 04 7/19/06 2me RHW RoHS and Tri rate 8705 03 06/17/05 2me RHW Revised and redrawn 8705 02 05/22/03 2me RHW Revised and redrawn Pagel of 1 M O.. MAMA v 13 19 M A, member of The Marmon Group of companies FINE DEPARTMENT Building & Fire Prevention Division Commercial - Structural Permit Card PERMI[T NO. if" 7-a) ISSUE DATE: v CONTRACTO.--me. a ; L I 'M31 Post this permit in a conspicuous location outside Approved plm must be pomd with pennit for " on Leave all work uncovered until inspect •' and approved Permit expires 6 months ftom date of issue or last approved inspection PROTECT. FROM WEATHER FOUNDATION / CONCRETE / MASONRY EC77ON77PE APPROVED JWEC7ED NSPEC7VR EXTERIOR INSPEC770,V TPE APPROVED REJECTED INVW70B FOOTER SHEATHING - WALLS STEMWALL - SHEATHING - ROOF SLAB / MONO -SLAB LATH INSPECTION LINTEL / TIE BEAM FINAL STUCCO / SIDING INTERIOR SPEC77ON77PE APPROVED REIECTM INSPEC70R ROOF IMPEC77ON77PE APPROVED RFJEC7ED INSPEC70R FRAME ROOF DRY -IN INSULATION ROUGH -IN FINAL ROOF INSULATION - ROOF WINDOWS/DOORS IWBC77ON7YPE APPROVED RFJEC7ED INSPECTORDRYWALL/ SHEETROCK BUILDING CEILING GRID FINAL WINDOW FIREWALL SCREW FINAL DOOR FIREWALL FINAL DEMOLITION INSPEC77ONYTPE APPROVED REiE1= INSPECTORCEILINGAIRBARRIER INSULATION FINAL FINAL DEMO FIREWALL FINAL FINAL INSPECTIONS NSPEC77ON 7YPE APPROVED REIEC7ED INSPECTOR SPECIAL /MISCELLANEOUS INSPECYTON7YPE 'APPROVED RUB= 1AMAW OR FINAL COMMERCIAL - NEW PILING INSPECTION FINAL COMM - ALTERATION/ADDITION TILT WALL FINAL COMM - CHANGE OF USE TRAILER TIE DOWN FINAL BUILDING - OTHER IRRIGATION FINAL FINAL UTILITY BUILDING 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 IN'T'END TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: IN ADDnTON TO THE REQUIREMENT'S OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND DI THE PUBLIC RECORDS OPIM COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITM SUCH AS WATER MANAGEMENT DIST7 M STATE AGENCIES OR FEDERAL AGENCIES FBCI053.7 RRY7591k. 417 Lmpa.. Lbw 107.792ADD w SE St13112 F -- CITY Of p _ Building do Fire Preventi®n Division FIRE DEPARTMENT Commercial - MEP Permit CardMEP PERNO. ® ISSUE DATE: I o ® h r JOB ADDRESS: AE Post this permit in a conspicuous location outside Approved plans must 6e posted With permit forinspection LCBVC all Work uncomeild6i inspected and approved Permit expires 6 months tiros date of issue or last appoyed inspection PROTECT FROM WEATHER ELECTRIC DWBC770NTYPE APPROVED REJECTED MVBCTOJt PLUMBING NSPECflONTPPE APPROVED MWMD INSPECTOR FOOTER / SLAB STEEL BOND SEWER ELECTRIC UNDERGROUND IPLUMBING UNDERGROUND ELECTRIC WALL ROUGH PLUMBING ROUGH ELECTRIC CEILING ROUGH PLUMBING 2ND ROUGH PRE -POWER INSPECTION PLUMBING FINAL CHANGE OF SERVICE ROOF STORM DRAIN INSPEMON ME APPROVED REJI ME) "E=RTEMPORARYPOLE ELECTRIC FINAL ROOF STORM DRAIN ROUGH MECHANICAL ECT"MmE APPROVED R www JNSPEC70R ROOF STORM DRAIN FINAL GAS JMPEC77ON77PE APPROVED REAP= JMPBMRMECHANICALROUGH MECH FIRE DAMPER ANGLE GAS UNDERGROUND PIPING MECH FIRE DAMPER FRAME GAS ROUGH -IN MECH FIRE DAMPER ANNULAR IGAS FINAL MECH CEILING ROUGH MEDICAL GAS ROUGH -IN MECH INSULATION WRAP MEDICAL OAS FINAL MECHANICAL FINAL SPECIAL / MISCELLANEOUS OMWITON ME APPROVED RF.lFXW SVBCYVRHOODSYSTEM FJCnONME APPRovm PmEclm mv&-70R PIPE INSULATION HOOD SYSTEM ROUGH GREASE DUCT WRAP HOOD SYSTEM INSULATION STEAM / CHILL WATER ROUGH LIGHT/WATER TEST GREASE TRAP ROUGH IN HOOD SYSTEM FINAL GREASE TRAP FINAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A .NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: IN ADDITION TOTHE W)UIREMENTS OF THIS PERMR. THERE MAYBE ADDITIONAL RESTRICTIONS APPLICABLE TO no PROPERTY THAT MAYBE FOUND IN THE AND THERE MAY Ba ADDITIONAL PERMITS ROWKED FROM OTHER OOVESNMENTAL ENTITIn SUCH AS WATER MANAOEMENT DISTRICM STATE AGENCIES OR FEDERAL AGENCIES FBC10533 RLHIBRDt Wl7 6ipeNm I.Im 407.797f0ip err RML23T7 Prepared by and Return to. Keith H. Wadsworth, Esq. Peterson & Myers, P.A. P.O. Drawer 7608 Winter Haven, Florida 33883-7608 The above space reserved for recording information) NOTICE OF COMMENCEMENT The undersigned hereby inform all concerned that improvements will be made to certain real property, and in accordance with §713.13, Florida Statutes, the following information is stated in this Notice. I . DESCRIPTION OF PROPERTY: 3710 W. Is' St., Sanford, FL; Parcel 16-19-30-5AC-0000-094B SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. 2. GENERAL DEkRIPTION OF IMPROVEMENTS: Construction of one (1) new commercial building and r e cilities 0 3. OWNER: q ® R & R Holdings of Central Florida, LLC ADDRESS: . 246 McLean Point, Winter Haven, FL 33884 4. OWNER'S INTEREST IN FTHE IMPROVEMENT: Fee Simple 5. GENERAL CONTRACTOR: McRe nstruction Co. ADDRESS: 790 Molirag,oad, Sanford, FL 32771 6. SURETY: N/A ADDRESS: N/A AMOUNT OF BOND: S-0- 7. LENDER: Citizens Bank & W; Attn: Construction Dep% F3ADDRESS: P.O. Box 7, Frostproof, TELEPHONE NUMBER: (863) 676-7611 8. PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCMENTS MAY BE SERVED AS PROVIDED BY SECTION 713.13(l)(a)7, FLORIDA STATUTES: NAME: CCDI Incorporated ADDRESS: 109 Cleveland Ave., Cocoa Beach, FL 32931 TELEPHONE NUMBER: (321) 868-5678 9. M ADDITION TO ITSELF, OWNER DESIGNATES THE FOLLOWING PERSON TO RECEIVE A COPY OF THE LIENOR'S NOTICE AS PROVIDED IN SECTION 713.13(I)(b), FLORIDA STATUTES: NAME: CCDI Incorporated ADDRESS: 109 Cleveland Ave., Cocoa Beach, FL 32931 TELEPHONE NUMBER: (321) 868-5678 GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2018007198 BK 9061 Pgs 0563 - 565; (3p9s) E -RECORDED 01/22/2018 08:14:19 AM 27.00 10. UNLESS OTHERWISE STATED HEREIN OR IN A NEW OR AMENDED NOTICE OF COMMENCEMENT, THE EXPIRATION OF THIS NOTICE OF COMMENCEMENT SHALL BE ONE (1) YEAR FROM THE DATE OF RECORDING. 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 1, SECTION 713.13, FLORIDA STATUTES, AND.CAN RESULT M 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 thatthe facts stated in it are true to the best of my knowledge and belief. Signed, sealed and deliv d in the presence of: Printed Name: IZ, a 44 Witness #1 N' 1 Sif` Printed Name'/U Witness #2 R & R Holdings of Central Florida, LLC, a Florida limited liability company Charles R. Notthey, Jr., as its Manager STATE OF FLORIDA CI COUNTY OF POLK The foregoing instrument was acknowledged before me this I dayof January, 2018, by CHARLES R. NORTHEY, JR., as Manager of R & R Holdings of Central Florida, LLC, a Florida limited liability company, on its behalf. He Dqis personally known to me or [ ] produced a driver's license as identification. SEAL] MARY KAY ROSEWS Notary Publlo, State of Florida Mlv Comm. Expires April 18, 2020 Commleslon No. FF 863833 Printed ame: My Commission Expi es: CFN# 2018007198 OFFICIAL RECORDS 0 DOC—TYPE NC SK 9061 PG 564 PAGE 2 OF 3 EXI gBIT "A" LEGAL DESCRIPTION A portion of South 660.00 feet of Lot 94 (less the East 15 feet for road and less right of way for State Road No. 46 on South) Florida Land & Colonization Company Limited, W. Beardall's Map of St. Joseph's, as recorded in Plat Book 1, Page 114, Public Records of Seminole County, Florida being described as follows: Commence at a 4" round concrete monument marking the intersection ofthe North right of way line of State Road No. 46 with the West line of the East 15 feet of said Lot 94 as the Point of Beginning; thence run North 00'15'3 8" West, along said West line, 522.88 feet to the North line of the South 660.00 feet of said Lot 94; thence run South 89°55'27" West, along said North line, 272.78 feet; thence run South 00° '38" East, 518.15 feet to the aforesaid North right of way line of State Road No. 46; thence run 89°4226" East, along said North line, 13.69 to a curve concave to the South; thence contin ly along said North line and curve having a central angel of 2032'50'.', a radius of 5829.651-t'length of 259.17 feet, a chord bearing of South 89°01'09" East and a chord distance of 259.15 feet,e Point of Beginning. CFN# 2018007198 OFFICIAL RECORDS 0 DOC -TYPE NC BK 9061 PG 565 PAGE 3 OF 3 Subcontract Purchase Order LV SOLUTIONS, INC 781 BIG TREE DRIVE LONGWOOD, FL 32750 Project Information : Fire Alarm System Contract : 40021 Date : 01/08/2018 Job Number: 168167 Project Name: SKY POWER SPORTS v'c:xxxic:rirxx cxxx cxicxxxxxdc F3cx9cxxx xx Fx3cx icxxoYx F-xxxxxxxx'cdcxxxxdc9c c c k'c4cx:x`c cx F kx Please have this Purchase Order signed and returned to Cheryl Lulli's attention at your earliest convenience. Email Address Cheryl.Lulli(tDtcelectric.com or Fax to 407-788-8555. NO PAYMENTS WILL BE RELEASED UNTIL THIS SIGNET) PURCHASE ORDER AND ALL OTHER REQUIRED DOCUMENTATION IS RECEIVED.. xx@o1c: cxx'cx x c c9e'c xie icxvcx c4cxxirxr, x'e9exicx': xx.xFdcx rx3c3eYx cxxxxxxxxxxx r9e x e3cxv?xxx exr, Work Schedule -. w....d;'-u e FIRE ALARM SYSTEM 802. M01 16,770.00 Contract Attachments Scope of Work : Proposes to install an addressable fire alarm system per drawings and specifications as listed above. Project Milestones : 16 AC40RV CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD) 8/28/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT` If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Merrill Insurance Group, Inc. 1520 S Bay St Eustis FL 32726-5555 CONTACT NAME: Sue Carlson P"oNE352 589-5200 FAxC. 352 589-5222 E-MAIL Sue@merrillinsurance.com INSURERS AFFORDING COVERAGE NAIC # Y INSURERA:LIO ds of London AAIN#AA1122000 15792 OPL00345-1 INSURED - LVSOLUT-01 INSURERB:Old Dominion Insurance Company 40231 INSURER C: L V Solutions, Inc. 781 Big Tree Drive Longwood FL 32750 INSURER D CLAIMS -MADE X OCCUR INSURER E: INSURER F: r nvcow n_ec rcoT¢iy wTo uunucco• 117ROACIRS.1; RFVISInlU NIIMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR TYPE OF INSURANCE INSD WVD POLICY NUMBER POLICY EFFMMIDD/YYYY POLICY EXPMM/DD LIMITS A X COMMERCIALGENERAL LIABILITY Y Y OPL00345-1 8/26/2017 8/26/2018 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED PREMISES Ea occurrence $100,000CLAIMS -MADE X OCCUR MED EXP (Any one person) $5,000 PERSONAL &ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRODUCTS - COMP/OP AGG $2,000,000POLICY X PRO- JECT LOC OTHER: AUTOMOBILE LIABILITY Y Y B1P5268D 8/26/2017 8/26/2018 COMBIBEaaccidenINLLIMIT $1,000,000 BODILY INJURY (Per person) $ AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED IxANY AUTOSNON-OWNED HIRED AUTOS X AUTOS PROPERTY DAMAGE$ Per accident A X UMBRELLA LIABOCCURFCLAIMS-MADE Y Y OPL00345-1UMB 8/26/2017 8/26/2018 EACH OCCURRENCE $2,000,000 AGGREGATE $2,000,000EXCESSLIAB DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ OFFICER/MEMBER EXCLUDED? Mandatory in NH) N / A E.L. DISEASE - POLICY LIMIT I $ If yes, describe under DESCRIPTION OF OPERATIONS below A Professional Liability OPL00345-1 8/26/2017 8/26/2018 Professional Liabilit $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) THIS INSURANCE IS ISSUED PURSUANT TO THE FLORIDA SURPLUS LINES LAW. PERSONS INSURED BY SURPLUS LINES CARRIERS DO NOT HAVE THE PROTECTION OF THE FLORIDA GUARANTY ACT TO THE EXTENT OF ANY RIGHT OF RECOVERY FOR THE OBLIGATION OF AN INSOLVENT UNLICENSED INSURER. SURPLUS LINES INSURERS' POLICY RATES AND FORMS ARE NOT APPROVED BY ANY FLORIDA REGULATORY AGENCY. Certificate holders are listed as additional insured in respects to general liability on a primary and non-contributory basis. Waiver of Subrogation applies to liability in favor of certificate holder. f G TICl/ATC unr nvc CANCFI 1 ATInN U 1988-1094 AGUKU t;URPORAT Ivry. All ngnis reserves. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Sanford PO Box 1788 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Sanford FL 32772 AUTHORIZED REPRESENTATIVE I— ata 4 Igui I U 1988-1094 AGUKU t;URPORAT Ivry. All ngnis reserves. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD rt STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION • , ELECTRICAL CONTRACTORS LICENSING BOARD (850) 487-1395 R 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 BLANC' -TREVOR .M LV SOLUTIONS INC 781 BIG TREE DR LONGWOOD FL 32750 C`ong atulations! With this; license you become one.;ofthe-nearly one.million Floridians licensed by th6,06partnieot of'Busihess-and Professional Regulation. Our professi6nals'and businesses rangefromarchitects.to yacht bYokers, from boxers;to bartieque restaurants', 6nd'they,keep Florida's "economy strong Every day we work; to Improve the way we, do business in order to setve-you, better; for information°'about,our seivices, please tog°onwtoww.rnyfloridalicense-.corn. There you 'can find more-- information about our divisions and the regulations that.impact" you, subscribe to department -newsletters and learn more:abouf the Department's initiatives: Our:mission at the: Department is: License Efficiently, Regulate Fairly. W6:constantly `stiive.to. serve you better so that;:you can selve.•your"customers: Thank you fordoirig business in Florida, and congratulations on your new license! w w DETACH HERE RI.CK SCOTT, GOVERNOR _ -KEN-1—AWS N, SECREIARY_ .__ DEPARTMENT OF'BUSINE E O ;FLORIDASTA n ELECTRICAL CONTRACTORS LICENSING 8 REGULATION" » SS AND PROFESSIONAL OARD_. t E '6000043 The ALARM SYSTEM CONTRACTOR I ? Named belowIS G, ERTIFIEDtr ttp Uride the provisions of Chapter - -FS'_' I Expiatlon date AtJGf31'2018 .a v-.... a+' n s Y..v e'er ,. 5 5 •i s 4a.. y 1 F ; I.".. BLANCT.EtEUOR (UI*§ kT LV,.SOLUTIONS INC 781BIG TREE4DRi _'n ,` LONGWOOD FL32750 q' r-'."' - a.' ,..n;A .......`'•. `"w. ` 4s w h' a.{: 'nn b < a • t t d F• ,aeu ,r f pw ,„- ... ` :-....«r •mc„ tt a`+,y'4'2 q,''4by. ;.. J. y ", `y"" xS ' A" ,p r ' r t' "},... tp,oe'sz,.°£ ,.+= i.;i ,k«}n a,•a, t' `f""t -,.+'' '*h'y e 1-k1 k". 9 `^,. ;, { s'. . d' a`"*4-r"'r.'" r .d '"'-a` qs'."" m.i`" k.a#„, a Yn #W' ,.2 k x iT-v ,,. 4 . ' a+.,. ISSUED: 66/09/2016 DISPLAY AS REQUIRED BY LAW SEQ,# L1666090001426' r D®1a Fa ` by Honeywell t NFW2-100 Fire Alarm Control Panel Protected Premises: Sky Power Sports Date: 4/17/2018 Address: City: Sanford State: FL Zip: Prepared By: LV Solutions Phone: 407 636-8740 Address: 781 Big Tree Drive Email: City: Longwood State: FL Zip: 32750 AC Branch Current Requirements 3.00 AMPS @ 120 VAC Current required by source to power the fire alarm system. Primary Standby Load 0.01 Amps Current load on the primary power supply during non -alarm conditions. Primary Alarm Load 3.61 Amps Current load on the primary power supply during alarm conditions. Secondary Load Requirements 4.74 Amp Hours Total Secondary Load from the calculation table below. Secondary Standby Load Required Standby Time 0.151 A x 24 hours 3.62 Secondary Alarm Load Required Alarm Time hours 3.882 A x 0.084 hours 0.33 Total Secondary Load 3.95 Derating factor x 1.2 Secondary Load Requirements 4.74 Battery Selection 7 Amp Hours Select batteries from the list below. 7 AH BAT -1270 Battery 12 volt ETwo E: Four (two 12VDC sets in parallel) Curtis Engineering Service, LLC CA # 31561 James M. Curtis, P.E. PE # 37912 29775 Bayhead Road Dade City, FL 33523 No. 37912 ' 0 Page 1 of 2 [ OR\P='C9=\ PjslO NAL IIIII Battery Distribution Chart Shows amp -hour distribution of your selections. Secondary Alarm Load 6% Spare Battery Capacity Secondary Standby Load 13 Secondary Alarm Load Comments 1. Batteries will fit in the FACP cabinet. 2. Selected battery size meets secondary load requirements. 3. The selected batteries (7AH) are within the charger range of this power supply (7-18AH). Spare Battery Capacity 2.26 Battery Selection AH - Secondary Load Requirements Secondary Standby Load 4.35 Secondary Standby Load (AH) ' Derating Factor Secondary Alarm Load 0.39 Secondary Alarm Load (AH) ' Derating Factor Page 2 of 2 AZ AFAA NAC Voltage Drop Calculator This calculator provided voltage drop calculations int ree ormats ( oint to oint, End of Line, and Load Centering). Make sure that you know what method is accepted by, and the results do not exceed the limits set by the respective jurisdiction Point to Point Method End of Line Method Load Centering Method Project Name SKy,:PowerSports` CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS Date =4/17/206 Circuit Number N1:, o Area Covered Totals Current Distance Voltage Totals Drop Current Distance Voltage Totals Drop Current Distance Voltage Drop Nominal System Voltage 24° 1.330 434 1.75 1.330 1 434 2.286 1.330 434 1.143 Minimum Device Voltage 16' End of Line Voltage 22.25 End of Line Voltage 27.71 End of Line Voltage 22.86 Total Circuit Current 1.330 Wire Ohm's Percent Drop 7.30% Percent Drop 9.52% Percent Drop 4.76% Distance from source to 1st devic Wire Gauge for balance of circuit Gauge 14 Per 1000 1.98 3.07 End of Line and Load Centering Methods use only the wire guage f or the f irst device to source Standard Wire Resistance in Ohms per 1000 feet. 1 18=7.77 16=4.89 14=3.07 12=1.98 10=1.24 Enter current in amps. Distance 18-14 Awg = Solid Conductors 12-10 Awg = Stranded Conductors 150 = 150 ma f rom Device Device previous Number Current device At Device Voltage Drop from source Percent Drop Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative) The voltage calculated to the last device in any method must not be lower then Device 1 .,.0:043? 31 23.84 0.163 0.68% the manufactures listed minimum operating voltage (IE: rated operating voltage 20-32 VDC). Device 2 0 „04314! 23.73 0.274 1.14% Device 3 23.54 0.457 1.91% Device Manufacturer SYSTEM`SENSOR ,``„_ Device Manufacturer SYSTEM SENSOR Device 4 x`0:063 28' Device 5 0.,148 _ 24a Device 6 0 157 31; 23.34 23.17 22.98 0.664 0.831 1.020 2.77% 3.46% 4.25% Current Current Horn;Strobes „ , . . _ @Rated Sfrole, Only•' -)Rated Model # Candela Voltage Model # Candela Voltage Device 7 0.107 23 22.86 1.137 4.74% P2RL=.15 : ` _ .... Y 15 0 044' SRL 15 Device 8 0:107 , „ 17: 22.79 1.213 5.06%P2RL 30 30 ";0.0,65;; SRL=30 ` „ , , , „ 30 `'' ,0:063; Device 9 0:148 33' 22.66 1.339 5.58% P.,2RL 75 75 0,111. SRL=75 Device 10 Q:157 a 72' 22.45 1.547 6.45% P2RL95 ,95:0.133! SRL95 95:; 0;,J 21, Device 11 0.157 76' 22.31 1.693 7.06% P2RL=110, ,,, 110 :; 0,157 SRT 4, :;110 0 148' Device 12 0;157 61 22.25 1.752 7.30% P2RL 115_ a, 115 - 0, 165; SRL-'115 ,., • : 115 .; '; 0:`205 END: 22.25 1.752 7.30% P2RH-135 „ .', ,. ».135" 0 184; _ SRH; 0172 END f 22.25 1.752 7.30% P2R H'-150 150 <Q000; SR•H=150 , :150 ., : 0:000;` END 22.25 1.752 7.30% P2RH 177 ;177 • "`= 0.29r0, SRH177.,. 177 0 000+ END 22.25 1.752 7.30% . P2RH 185 , ,185 0':235] SRH=185 , `; 5 X185 , 0 222 END'`'` 'ti 22.25 1.752 7.30% H R LF '; ... N/A ;. . , `:; 0138; END 22.25 1.752 7.30% END END 22.25 22.25 1.752 1.752 7.30% 7.30% Totals 1.330 434 End of Line Voltago 22.25 AZ AFAA NAC Voltage Drop Calculator This calculator provided voltage drop calculations in't-hree formats (Point to Point, End of Line, and Load Centering)._ Make sure that you know what method is accepted by, and the results do not exceed the limits set by the respective jurisdiction Point to Point Method End of Line Method Load Centering Method Prosect Name Sky;; Power Sports CIRCUIT IS WITHIN LIMITS I CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS Date 4/17/2018 Circuit Number N2: r, Area Covered Totals Voltage Totals Current Distance Drop Current Distance Voltage Totals .......... Drop Current Distance Voltage Drop Nominal System Voltage 24! 1.229 576 2.27 1.229 576 2.803 1.229 576 1.402 Minimum Device Voltage 16 End of Line Voltage 21.73 End of Line Voltage - 21.20 End of Line Voltage 22.60 Total Circuit Current 1.229 Wire Ohm's Percent Drop. 9.44%_ Percent, Drop. 11.68% :" ._ Percent. Drop, 5.84% Distance from source to 1st devic Wire Gauge for balance of circuit 53: ! Gauge 12" , 14' "-. Per 1000 1.98 3.07 End of Line and Load Centering Methods use only the wire guage f or the f irst device to source Standard Wire Resistance in Ohms per 1000 feet. 18=7.77 16=4.89 14=3.07 12=1.98 10=1.24 Enter current in amps. Distance 18-14 Awg =Solid Conductors 12-10 Awg = Stranded Conductors 150 = 150 ma Device Device Number Current f rom previous device At Device Voltage Drop from source Percent Drop Notes Wire resistance is doubled in the calculations for two wires (Positive and Negative) The voltage calculated to the last device in any method must not be lower then Device 1 0.157 53 23.74 0.258 1.07% the manufactures listed minimum operating voltage (IE: rated operating voltage 20-32 VDC). Device 2 107;, 23.04 0.962 4.01% Device 3 0".157 83: 22.57 1.429 5.95% Deviceice Manuf acturer 'SYSTEM SENSOR- . _ Device Manufacturer SYSTEM SENSOR Device 4 0:148 Device 5 0.148 Device 6 "0.1,;48 46 62' 61, 22.36 22.13 21.95 1.643 1.875 2.048 6.84% 7.81 % 8.53% Current Horn Strobes.;! @Rated Model # Candela Voltage Strobe Only." „ Model # Candela Current Qa Rated Voltage Device 7O:.i57 62; 21.83 2.167 9.03% P2RL-15 "" '" 15 0:044; SRL-15""15 Device 80.1,57 102 21.73 2.266 9.44% P2RL-30 x.30 :. 0.065; [SRL x'30 0.063' END 21.73 2.266 9.44% R2RL 75,;75,," 0.111 SRL 75 ;.`"` 75 END 21.73 2.266 9.44% P2RL 95 ;, `' 0.133 SRL 95 , : ; 95 0:121; END 21.73 2.266 9.44% P2RL-110, AA0 ""'0.157; SRL-110` "11,0 0.148, END 21.73 2.266- 9.44% P2RL=115." °" : "115. " 0.165- SRL 15,, ° 1"15 0.;205 END 21.73 2.266 9.44% P2RH ;435 < <,'_ 135 " "' X0.184 SRH=135'": ",135 " " 0172' END 21.73 2.266 9.44% P2RH=150".," 1`50'.A:000 SRH-150":150" 0.000 END 21.73 2.266 9.44% P2RH-"177 '": 1,77 ;``;0:290i SRH=177, 177 "; 0.000 END 21.73 2.266 9.44% P2RH=185 "185 .. ""0:235 SRH -:185" 185 i",0.222 END 21.73 2.266 9.44% H, LF END 21.73 2.266 9.44% END END 21.73 21.73JEnd 2.266 2.266 9.44% 9.44% Totals 1.229 576 of Line VoltaQE 21.73 loll ®'9'I F I E W NFW2-100 Fire Alarm Control Panel Protected Premises: Sky Power Sports Address: City: Sanford State: FL Prepared By: LV Solutions Address: 781 Big Tree Drive City: Longwood State: FL Email: AC Branch Current Requirements 3.00 AMPS @ 120 VAC Current required by source to power the fire alarm system. Primary Standby Load 0.01 Amps Current load on the primary power supply during non -alarm conditions. Primary Alarm Load 3.61 Amps Current load on the primary power supply during alarm conditions. Secondary Load Requirements 4.74 Amp Hours Total Secondary Load from the calculation table below. Date: 4/17/2018 Zip: Phone: (407) 636-8740 Zip: 32750 Standby Load 0.151 A UOSecondaryRequiredStandbyTimex 24 hours 3.62 Secondary Alarm Load 3.882 A Required Alarm Time hours x 0.084 hours 0.33 Total Secondary Load 3.95 Derating factor x 1.2 Secondary Load Requirements 4.74 Battery Selection 7 Amp Hours Select batteries from the list below. 7 AH BAT -1270 Battery 12 volt E Two I Four (two 12VDC sets in parallel) Curtis Engineering Service, LLC CA # 31561 James M. Curtis, P.E. PE # 37912 29775 Bayhead Road Page 1 of 2 Dade City, FL 33523 O\\ 111 I I////// C T GENgF`/ 37 Z SA O NAL e\ 7 -/E V 11 l l \—\\ 01 I Battery Distribution Chart Shows amp -hour distribution of your selections. Secondary Alarm Load 6% Spare Battery Capacity Secondary Standby Load M Secondary Alarm Load Comments 1. Batteries will fit in the FACP cabinet. 2. Selected battery size meets secondary load requirements. 3. The selected batteries (7AH) are within the charger range of this power supply (7-18AH). Spare Battery Capacity 2.26 1 Battery Selection AH - Secondary Load Requirements AH Secondary Standby Load 1 4.35 1 Secondary Standby Load AH . Derati ng Factor Secondary Alarm Load 1 0.39 1 Secondary Alarm Load (AH) ' Derating Factor Page 2 of 2 AZ AFAA NAC Voltage Drop Calculator This calculator provided voltage drop calculations int ree formats ( omt to oint, End of Line, and Load Centering). Mak_ a sure that you know what method is accepted by, and the results do not exceed ,the limits set by the respective jurisdiction Point to Point Method End of Line Method Load Centering, Method Project NameSky; Power.Sports', t,CIRCUIT.IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS Date 74-11`7401' Horn Strobes; Model # Candela Notes: Device Device Circuit Number .,' '., , " , , ,.' Area Covered ,° ; , .y . „, , Totals Current Distance Voltage Totals Voltage Drop _ Current Distance Drop Totals Current Distance Voltage Drop Nominal System Voltage24; Current 1.330 434 1.75 1.330 434 2.286 1.330 434 1.143 Minimum Device Voltage f6'' 31 End of -Line Voltage 22.25 End of Line Voltage 21,71 End of Line Voltage 22.86 Total Circuit Current 1.330 Wire Ohm's Percent Drop 7.306/6 Percent Drop 9.52%° Percent Drop 4.76% Gauge Per 1000 Distance from source to 1st devic 31+„ 12 . 1.98 Wire Gauge for balance of circuit 14 3.07 End of Line and Load Centering Methods use only the wire guage f or the f irst device to source Standard Wire Resistance in Ohms 1000 feet. 18=7.77 16=4.89 14=3.07 12=1.98 10=1.24 Enter current in amps. Distance 0.:043 ': 24 18-14 Awg = Solid Conductors 12-10 Awg = Stranded Conductors 0.457 150 = 150 ma f rom 0.664 0.831 1.020 Voltage Horn Strobes; Model # Candela Notes: Device Device previous At Drop from Percent Wire resistance is doubled in the calculations for two wires (Positive and Negative) Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then Device 1 0:043: 31 23.84 0.163 0.68% the manufactures listed minimum operating voltage (IE: rated operating voltage20-32 VDC). Dev ice 2 0:.043 14, 23.73 ` 0.274 1.14% Device 10 0:;157 , ",x 72i Device 3 0.:043 ': 24 23.54 0.457 1.91% Device Manufacturer SXSTEM.SEN SOR Device Manufacturer SYSTEM`SENSOR Device 4 Device 5 Device 6-467 0.063 28 0`148 24 23.34 23.17 22.98 0.664 0.831 1.020 2.77%° 3.46% 4.25% Horn Strobes; Model # Candela Current a Rated Voltage Strobe pnly`- Model # Candela Current Rataed Voltage Device 7 0 107 M 23 22.86 1.137 4.74% P2RL 15 1,5 0 044 SRL 15 M .. .•` 15 0.043' Device 8 0:107, °° 17 22.79 1.213 5.06% P2RL 30 30. 0:065'' SRL 30 30 0 063!I Device 9 0A8 ',°" , 33'. 22.66 1.339 5.58% P2RL 75 ; 75 0,11,1, SRL 0 107' Device 10 0:;157 , ",x 72i 22.45 1.547 6.45% P2RL 95 95 :. ,0:133' SRL 95 0 121; Device 11 0:;157 76; 22.31 1.693 7.06% P2RL 1,10, ; 110, Q:157: SRL 110: „ ,I' l110 0.148 Dev ice 12 0 ;157 ,61 22.25 1.752 7.30% P2RL" 115, „115 0;165( SRL 115 X0.205" END 22.25 1.752 7.30% P2RH 135` X135=, 0 1;84' SRH 0.1.72 END' 22.25 1.752 7.30% P2RH 150 .150 0:000: R H 150 , .ti 150 O.000,i END 22.25 1.752 7.30% P2R,H 177 , ', X177: 0 2901 SRH, 177 177 END 22.25 1.752 7.30% P2 R H 185. ' + 185 , Q.235,', SRH 185 185 A0.222 END 22.25 1.752 7.3o% H R :LSF N/A 0'138; END 22:25_ 1.752 END 22.25 1.752 7.30% END 22.25 1.752 7.30% Totals 1.330 434 End of Line Voltag 22.25 This calculator provided voltage Make sure that you know what method is Project Name Sky::Powe Date_ 4/17/201.8 Circuit Number ------------------------ N2 Area Covered Nominal System Voltage Minimum Device Voltage Total Circuit Current 1 1.229 AZ AFAA NAC Voltage Drop Calculator calculations int ree ormats oint to oint, End of Line, and Load Centering). Dpted by, and the results do not exceed the limits set by the respective jurisdiction Point to Point Method End of Line Method Load Centering Method CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS I CIRCUIT IS WITHIN LIMITS Totals a g g use onl y Hnrs rce Voltage Totals ................... Voltage Totals Voltage Current Distance Drop Current Distance Drop Current Distance Drop 1.229 1 576 2.27 1.229 1 576 2.803 1.229 1 576 1.402 End of Line Voltage 21.73 End of Line Voltage 21.20 End of Line Voltage 22.60 Wire Ohm's Percent Drop 9.44% Percent Drop. 11:68%, Percent. Drop 5.84% au a Per 1000 End of Line and Load Centerin Methods thef th f' t tdeguageorairsevice o ou Distance from source to 1st dev iCE 53'. ' 12,.` 1.98 Standard Wire Resistance in Ohms per 1000 feet. Wire Gauge f or balance of circuit 14: " 3.07 18=7.77 16=4.89 14=3.07 12=1.98 10=1.24 Enter current in amps. Distance 18-14 Awg = Solid Conductors 12-10 Awg = Stranded Conductors 150 = 150 ma I [Unl Voltage tV otes: Device Device previous At Drop from Percent Wire resistance is doubled in the calculations for two wires (Positive and Negative) Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then Device 1 57 53 23.74 0,258 1.076/6 the manufactures listed minimum operating voltage (IE: rated operating voltage 20-32 VDC). Device 2 0:157. 71 23.04 0.962 4.01% Device 3 0:157 83 22.57 1.429, 5.95% Device Manufacturer ;SYSTEM"SENSOR - Device Manufacturer SYSTEM SENSOR Device 4 0:148 46 22.36 1.643 6.84% Current Current Device 5 0 48 '; 62` 22.13 1.875 7:81% Horn`Strobes @Rated Strobe Only @Rated Device 6 0:148 .' 61 21.95 2.048 8.53% Model# Candela Voltage Model # Candela Voltage Device 7 0.157 =`, 62' 21.83 2.167 9.03% P2RL 15 15 X0.'044 SRL 15 - 15 0.043 Device 8 0 157 102 21.73 2.266 9.44% P2RL30.,',3,0 0.065- SRL-30:" 30 . 0:063+ END 21.73 2.266 _ 9.44% P2RL 75`, a'75 ",:0 111_" SRL' 750:107' END 21.73 2.266 9.44% P2RL-95 ;. 95 ':0.133 SRL-95 '.'''" 95 01'21. END 21.73 2.266 9.44% P2RL'-110„ 1,10 4:157; S,RL `10 ..,1'10 x`.0.148 END 21.73 2.266 9.44% P2RL--115 ,"."' 115 ,.,:;0,165 SRL=115 , X115 0.20,5; END 21.73 2.266 9.44% P2RH435 „ ;:'-. 135 = ,;,'0.,184' SRH;135 END.' 21.73 2.266 9.44% P2RH=150` . 150 `0.000; SRH 150 ''"150` END 21.73 2.266. 9.44% P2RH=177 - 177 `i 0.290 SRH 177 ::: ,. 177 0:000' END 21.73 2.266_ 9.44% P2RH'-);85 185 0,'.235 SRH 185 1,85 0:222` END 21.73 2.266 9.44% H13 -Lr s rN/A 0. ,38 END.." 21.73 2.266 9.44% END 21.73 2.266 9.44% END 21.73 2.266 9.44% Totals 1.229 576 End of Line Voltaad 21.73 F- 75 3/4" FRAME WIDTH DOUBLE DOOR TYP. ELEVATION DOOR PANEL: MIN. 18 GA. (0.042" THK.) STEEL MIN. Fy = 42 KSI MIN. DOOR FRAME: MIN. 14 GA. (0.067" THK.) STEEL MIN. Fy = 42 KSI MIN. PERMIT N" SERIES SERIES COMMERCIAL OUTSWING STEEL DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE (2014) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON ELEVATIONS / DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. OVERALL FRAME SIZE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT ll=Flf%lE. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS. WIDTH METAL STRUCTURES NOT BY MESKER INC. MUST SUPPORT LOADS IMPOSED WIDTH BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WIDTH I HEIGHT DOORS WHICH UTILIZE OUTSWING THRESHOLD QOSH BY DLP (ITEM #78) MEET 75.75" THE WATER INFILTRATION REQUIREMENTS FOR THE "HVHZ". 23.75" WATER TEST PRESSURE = 0.15 x POSITIVE DESIGN PRESSURE 70.125" 23.50" DOORS THAT DO NOT MEET THE WATER INFILTRATION REQUIREMENTS FOR 7 THE "HVHZ" SHALL BE INSTALLED ONLY IN NON -HABITABLE AREAS OR HABITABLE 8 LOCATIONS PROTECTED BY AN OVERHANG OR CANOPY SUCH THAT THE 9 ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG TO SILL IS LESS THAN 10 45 DEGREES. 11 OTHER DOOR PANEL CONFIGURATIONS AVAILABLE PER REQUEST TO 12 MANUFACTURE 13 - NOTES: 14 EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. OVERALL FRAME SIZE DOOR D.L.O TRANSOM D.L.O DESIGN PRESSURE (PSF) WIDTH HEIGHT WIDTH HEIGHT WIDTH I HEIGHT POSITIVE NEGATIVE 75.75" 111.75" 23.75" 59.75" 70.125" 23.50" 65.0 -65.0 SEE SHEET 12 FOR ADDITIONAL DESIGN PRESSURE REQUIREMENTS DUE TO HARDWARE COMPONENT SELECTION ly signed by Hermes F. Norero, P.E. - m: I am approving this document 2016.10.20 07:06:05 -04'00' MESKER DOOR INC 3140 Slandw BIW Hune. A 35811 PH: (256) 8518870 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 TYPICAL ELEVATIONS, DESIGN PRESSURES, & GENERAL NOTES 2 - TYPICAL ELEVATIONS & DESIGN PRESSURES 3 - DOOR PANEL DETAILS 4 - VERTICAL & HORIZONTAL CROSS SECTIONS 5 VERTICAL CROSS SECTIONS & GLAZING DETAILS 6 VERTICAL & HORIZONTAL CROSS SECTION 7 HORIZONTAL CROSS SECTIONS 8 HORIZONTAL CROSS SECTIONS 9 ANCHORING DETAILS 10 ANCHORING DETAILS 11 ANCHORING DETAILS 12 HARDWARE / LOCK OPTIONS 13 - COMPONENTS 14 BILL OF MATERIALS & COMPONENTS MESKER DOOR INC 3140 Slandw BIW Hune. A 35811 PH: (256) 8518870 n i 9 IA cli W O Z z jv U Z o p o 0 DWG #: co Uw win w0 OM u max R z m zbo O w U 17 Q W z vii g W m Z m v g Q a Y5'' z _ W O N a co W p Y I— Z W ` n-° o n i 9 IA SHEET: 1 OF 14 cli ui Qp z x U Z o p U DWG #: MD1003 SHEET: 1 OF 14 A 23.75" MAX. D.L.O WIDTH 95.38" MAX. UNIT HEIGHT 1I 59.75" MAX. D.L.O HEIGHT 47.75" MAX. 2 5 UNIT WIDTH j ESKER DOOR INC. 34x0 SIBnEvooC BM. Hunt AK A 35811 PK(256)851E670 88 Glass stop retaining screws2" from corners and 7-3/4" max. o.c. y w O U tt ojf1ao m 2 m OQS Ii 3 w(n Z CE w 0 SEE SHEET 12 FOR ADDITIONAL m 1aa177OZQm m zw o° F - HARDWARE OPTIONS STEEL DOOR PANEL i DOOR TOP &BOTTOM CLOSER rERI( EXTERI( 3 HORIZONTAL CROSS SECTION DOOR PANEL 3 PROJECTION WELDS IIIIW u n 1 u 11 to 0 1 O a I u I o0 X i 11 I 1 0 li 0 3 PROJECTION I 00— WELDS DOOR HINGE REINFORCEMENT LJ 28 3 2 - 2 SPOT II WELDS P. 2 SPOT r-'-LOCK BOX REINFORCEMENT 7 WELDS ri h 86 G1 EXTERIOR INTERIOR ERTICAL CROSS SECTION 3 DOOR PANEL LP.ME-,SKEW ESKER DOOR INC. 34x0 SIBnEvooC BM. Hunt AK A 35811 PK(256)851E670 Q m w O U tt ojf1ao m O —1 ~LLIULLI o m OQS Ii LL w(n Z CE w 0 N 3 o m 1aa177OZQm m zw o° F - w F3 <Z do o Iii o Ji a m ui a o w tL Q O V) Z OZ U) O L X Lu U) wO W ILL Q Z J = 3: 2 U Z DWG#: MD1003 SHEET: 30F 14 TYPICAL ANCHORS @ HEAD/JAMB: (REFER TO ELEVATION FOR SPACING) TYPE A 3/8" DIA. DYNABOLT SLEEVE ANCHOR BY'ITW" TYPE F 3/8" DIA. HLC SLEEVE ANCHOR BY "HILTI" 0 DIRECTLY INTO fc'=3000 PSI CONCRETE, 1-1/2" MIN. EMBED O DIRECTLY INTO fc'=3000 PSI CONCRETEJ DIRECTLY INTO GROUT FILLED CONCRETE BLOCK, 1-1/2" MIN. EMBED K MIN. EMBED. 1-3/8" v MIN. EDGE DIST 2-1/2" MIN. EDGE DIST 3-1/4" o °( MIN. SPACING 4-1/2" MIN. SPACING 4-1/2" ° MIN. EDGE DIST 2-1/2" MIN. SPACING 4-1/2" EXTERIOR INTERIOR MIN. SPACING 3" VERTICAL CROSS SECTION TYPE E 5/16" DIA. ULTRACONS BY "ELCO" DIRECTLY INTO fc'=3000 PSI CONCRETE 4 W/ 2" FRAME O 1-3/4" MIN. EMBED MIN. EDGE DIST 2-3/16" 1-1/2" MIN. MIN. SPACING 3" SEALANT: SQUARED EDGE EMB. (TMP.) ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SILICONE 3 AT PERIMETER o °o°o°o°o°o° °o°o°o°o°o n c ANCHOR OPTION 4 L"' - ... - 0 0 0 0 0 0Io0 0 Io0000000o0000 000000°0°0 0 0 0 0 0 o o o 0 0°00o 00o00oo0o0 oo00000o0 TYPE B 3/8" POWER -BOLT BY "POWERS" TYPE F1 3/8" DIA. HLC SLEEVE ANCHOR BY "HILTI" O DIRECTLY INTO fc'=3000 PSI CONCRETE, 2" MIN. EMBED DIRECTLY INTO GROUT O DIRECTLY INTO GROUT FILLED/HOLLOW CONCRETE BLOCK 3" FROM END FILLED/HOLLOW CONCRETE BLOCK, 1-1/4" MIN. EMBED @ 8" O.C. TYP. MIN. EMBED. 1-3/8" BEVELED EDGE MIN. EDGE DIST 3-3/4" 3 MIN. EDGE DIST 3-1/2" o °°0°o°o°o° °o°o°o°o°o 0°0°0°° MIN. SPACING 4-1/2" 0°0°0°0°0 MIN. SPACING 4-1/2" TYPE C 5/16" DIA. SMS OR MACHINE BOLTS (MIN. GRADE 5 CRS) OR ST/ST TYPE G 3/8" DIA. LOK BOLT BY "POWERS" O STEEL: Fy = 36 KSI MIN. DIRECTLY INTO fc'=3000 PSI CONCRETE INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) MIN. EMBED. 1-5/8" ALUMINUM: 6063-T6 MIN. MIN. EDGE DIST 3-3/4" ( 7 STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) MIN. SPACING 4-1/2" c a TYPICAL ANCHORS @ THRESHOLD: (REFER TO ELEVATION FOR SPACING) TYPE G1 3/8" DIA. LOK BOLT BY "POWERS" O DIRECTLY INTO GROUT FILLED/HOLLOW CONCRETE BLOCK a TYPED 1/4" TAPCON BY "ITW" DIRECTLY INTO fc'=3000 PSI CONCRETE MIN. EMBED. 1-1/2" HO 1-1/4" MIN. EMBED MIN. EDGE DIST 3-3/4" MIN. EDGE DIST 2-1/2" MIN. SPACING 4-1/2" EXTERIOR INTERIOR MIN. SPACING 3" VERTICAL CROSS SECTION TYPE E 5/16" DIA. ULTRACONS BY "ELCO" DIRECTLY INTO fc'=3000 PSI CONCRETE 4 W/ 2" FRAME O 1-3/4" MIN. EMBED MIN. EDGE DIST 2-3/16" 1-1/2" MIN. MIN. SPACING 3" SEALANT: SQUARED EDGE EMB. (TMP.) ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SILICONE 3 AT PERIMETER o °o°o°o°o°o° °o°o°o°o°o n c ANCHOR OPTION 4 L"' - ... - INTERIOR EXTERIOR HORIZONTAL CROSS SECTION - 4 d w MESKER DOOR INC 3 oSte,b BIW 11e, R 35811 PH; (258)851-66]0 a 0 0 0 0 0 0Io0 0 Io0000000o0000 000000°0°0 0 0 0 0 0 o o o 0 0°00o 00o00oo0o0 oo00000o0 0 zpO o°°OO°O° o o °o°o°o°O 00000 0 0 000000 6" TEKS INTO U) m J0- = W 1/8" THK MIN 10 X 3/4" PH SDS R SPACING 3" FROM ENDFERTO NATION @ 8" O.C. TYP. Z, I- BEVELED EDGE LLl O 3 o °°0°o°o°o° °o°o°o°o°o 0°0°0°° 0°0°0°0°0 00o000o°o0o° 0°0°000° o I000Koo 000° °°° o O°°000°00° o°o° 00 °° o°o°°° 0 0 0 10 X 3/4" PH SDS 3" FROM END @ 8" O.C. TYP. 2_' HORIZONTAL CROSS SECTION 4 DOOR EDGE OPTIONS INTERIOR EXTERIOR HORIZONTAL CROSS SECTION - 4 d w MESKER DOOR INC 3 oSte,b BIW 11e, R 35811 PH; (258)851-66]0 a g1 W O U e 0 zpO p o 1 > n O W N N U w D Z U) m J0- = W 00 O LL wti ^ 4U it o N pwU mKN <, C7Q m z m Z, I- w oQg LLl O a m ui 0 W a a Lu Q p II W mm Z J n Q Z J == U Z o p U U) DWG #: MD1003 SHEET: A OF 14 EXTERIOR EXTERIOR INTERIOR VERTICAL CROSS SECTION W/ 2" FRAME INTERIOR d . a d d 2-1/2" MIN. EDGE DISTANCE 2 VERTICAL CROSS SECTION 0.496 GLASS INTERIOR _ BITE 88 \ \ 1/4" THICK 1/4" LEXAN BY SABIC 1 INNOVATIVE PLASTICS 86 / 89 EXTERIOR — _ _ — 11 G1 GLAZING DETAIL DOOR LITE KIT 0.606" GLASS BITE INTERIOR _ i 1 7/16" THICK 1/4"TEMPERED 5/8" AIR SPACE z X 1 /4" 0.0900" SENTRYGLAS BY KURARAY 89 6 1/4" HS EXTERIOR G2 GLAZING DETAIL DOOR LITE KIT EXTERIOR INTERIOR 40! e 2-1/2" MIN. EDGE DISTANCE 3 VERTICAL CROSS SECTION 4" V 0.50" GLASS INTERIOR — _ BITE 53 \\ 54 \ 0.56" THICK 1/4" HSI 0.075" VANCEVA BY EASTMAN 81 CHEM. CO. i 1/4" HS EXTERIORr7—, G3 GLAZING DETAIL TRANSOM 0.50" GLASS INTERIOR — BITE 51 1 1/16" THICK 52 \\ 1/4" TEMPERED Bk 7/16" AIR SPACE 3/16" HS 0.090" PVB SAFLEX BY EASTMAN CHEM. CO. i 3/16"HS EXTERIOR —' G4 GLAZING DETAIL TRANSOM EXTERIOR o°o _.2;24 INTERIOR e d 2-1/2" MIN. H EDGE DISTANCE VERTICAL CROSS SECTION 5 WATER RATED THRESHOLD MESKER7 MESKER DOOR INC. 0.S1- BW. H—Al,. A 35811 PH: (256) 851E670 a m0U, qq U S O20 O W - UWW. m m m E-xla_ xInN(7 W Q 2 EE U' UZwU N3 m Z m mar0o w 0Z iL O n- a Co u 0 FJ w 1pa a w Q 0 L m In Z J(n Q Z 10 eJxUI- 3: 0 o U m DWG #: SHEET: C OF 14 1 000°000}•SPOTWELD OR 0000000000 2 X t)" PROJECTION WELD 000000°000 20 EACH CLIP, MAX. 16' SPACING co___ o°o°o°o°o FAILURE STRENGTH 500 LBS 00000°o°o° 0000000000 0 0 0 0EXTERIOR INTERIOR J) VERTICAL CROSS SECTION 6 1-1/2" MIN. EMB. (TYP.) 0 Li 4 HORIZONTAL CROSS SECTION 6 OPTIONAL GLAZING 1-1/2" MIN. EMB. (TYP.) I INTERIOR 25 C a a 54 d: 01.i 63 L K J 9 d o Li a . EXTERIOR aid E r3" HORIZONTAL CROSS SECTION OME8KER° MESKER DOOR INC. 3 o SlaMxmeB Bw. H.. A., l 35811 PH: (256)851-8670 o°000°0°00 SPOT WELD OR 0,0000000o 2 X }" PROJECTION WELD 0] Z 000000000. EACH CLIP, MAX. 16" SPACING 0000000000 oo .000 FAILURE STRENGTH 500 LBS 1 o°o°o°o°o 000.000000 EXTERIOR 0000000°0° o0o0DO000°o INTERIOR 0000o0o0 d S LL LL I L VERTICAL CROSS SECTION 00 6 OPTIONAL GLAZING O 1-1/2" MIN. EMB. (TYP.) 0 Li 4 HORIZONTAL CROSS SECTION 6 OPTIONAL GLAZING 1-1/2" MIN. EMB. (TYP.) I INTERIOR 25 C a a 54 d: 01.i 63 L K J 9 d o Li a . EXTERIOR aid E r3" HORIZONTAL CROSS SECTION OME8KER° MESKER DOOR INC. 3 o SlaMxmeB Bw. H.. A., l 35811 PH: (256)851-8670 n i Z w Q w0.. 0] Z U# Oo 0 U W of Z DWG #: d S LL LL00O K U) ^7U D W U w Z m zU) w w oQa7ui0amwo FJ w n i Z SHEET: 6 OF 14 w Q RI Z J 0] Z J f/7 U F- U) U DWG #: MD1003 SHEET: 6 OF 14 I INTERIOR EXTERIOR EXTERIOR LJ 1 HORIZONTAL CROSS SECTION 7J WIRE ANCHOR mEtKER`"° TYPICAL ANCHORS @ JAMB: (REFER TO ELEVATION FOR SPACING) TYPE I STRAP ANCHOR (PF -2) (Fy=60 KSI) MIN. 30 DIRECTLY INTO fc'=3000 PSI GROUT FILLED CONCRETE BLOCK MES ER DOOR INC. sago s1a RMa. H°":"a•^ sem" PH: (256) 851-6670 L5 FULLY GROUTED p m WITH MIN. 3000 PSI 0 4 a NON -SHRINK GROUT g c 20 30 Z 0 a TYPE J STRAP ANCHOR (PS -241) (Fy=60 KSI) MIN. Ow w a m 31DIRECTLYINTOfc'=3000 PSI GROUT FILLED CONCRETE BLOCK w m 0 = LL LuOLu Z F Z IJWO m U 'D INTERIOR N'n V ONK Z_ Z mQ m Z w p o 20 TYPE K WIRE ANCHOR PF -2 F =60KSI MIN. Y- ) P4, aa w o DIRECTLY INTO fc'=3000 PSI CONCRETE, 1-1/2" MIN. EMBED Lu mm 35 DIRECTLY INTO GROUT FILLED/HOLLOW CONCRETE BLOCK, 1-1/4" MIN. EMBED t= a " a 8 8 1 a EXTERIOR 28 21 EXTERIOR 0 HORIZONTAL CROSS SECTION NOTE: 7 STRAP ANCHOR (PF -2) INTERIOR HEAD & JAMBS TO BE FULLY GOUTED WITH MIN. 3000 PSI NON -SHRINK GROUT E 35 25 a FULLY GROUTED WITH MIN. 3000 PSI g NON -SHRINK GROUT a ° a a INTERIORfC4aa 20 9 o . EXTERIOR EXTERIOR LJ 1 HORIZONTAL CROSS SECTION 7J WIRE ANCHOR mEtKER`"° FULLY GROUTED WITH MIN. 3000 PSI NON -SHRINK GROUT INTERIOR EXTERIOR U EXTERIOR 3 HORIZONTAL.CROSS SECTION 7 STRAP ANCHOR (PS -241) i 0 ui Q Z = 2 U Z j co DWG #: M D 1003 SHEET: 7 OF 14 TYPICAL ANCHORS @ JAMB: (REFER TO ELEVATION FOR SPACING) TYPE I STRAP ANCHOR (PF -2) (Fy=60 KSI) MIN. 30 DIRECTLY INTO fc'=3000 PSI GROUT FILLED CONCRETE BLOCK MES ER DOOR INC. sago s1a RMa. H°":"a•^ sem" PH: (256) 851-6670 Q m 0 g20aZ0 a TYPE J STRAP ANCHOR (PS -241) (Fy=60 KSI) MIN. Ow w a m 31DIRECTLYINTOfc'=3000 PSI GROUT FILLED CONCRETE BLOCK w m 0 = LL LuOLuZ F Z IJWO m U 'D N'n V ONK Z_ Z mQ m Z w p o TYPE K WIRE ANCHOR PF -2 F =60KSI MIN. Y- ) ui O aa w o DIRECTLY INTO fc'=3000 PSI CONCRETE, 1-1/2" MIN. EMBED Lu mm 35 DIRECTLY INTO GROUT FILLED/HOLLOW CONCRETE BLOCK, 1-1/4" MIN. EMBED t= a " w a 0 NOTE: HEAD & JAMBS TO BE FULLY GOUTED WITH MIN. 3000 PSI NON -SHRINK GROUT FULLY GROUTED WITH MIN. 3000 PSI NON -SHRINK GROUT INTERIOR EXTERIOR U EXTERIOR 3 HORIZONTAL.CROSS SECTION 7 STRAP ANCHOR (PS -241) i 0 ui Q Z = 2 U Z j co DWG #: M D 1003 SHEET: 7 OF 14 e INTERIOR 1 25 0 9 J K L M IN f 20 0.000 9 - O 4 EXTERIOR 28 21 EXTERIOR 2) HORIZONTAL CROSS SECTION 8 TUBE ANCHOR INTERIOR INTERIOR 4) #8 X 1 3/4" SMS OR (4) #8 X . 3/4" EXTERIOR 8 I WOOD SCREWS 1 PER BRACKET 28 21 EXTERIOR 1 HORIZONTAL CROSS SECTION 8 WOOD STUD ANCHOR TYPICAL ANCHORS @ JAMB: (REFER TO ELEVATION FOR SPACING) INTERIOR DED EXTERIOR 3 HORIZONTAL CROSS SECTION 8 Z ANCHOR TYPE L TUBE ANCHOR (PF -10) SEE ELEVATIONS FOR ANCHOR BRACKET LAYOUT TYPE M Z ANCHOR 33 SEE ELEVATIONS FOR ANCHOR BRACKET LAYOUT Z j o $ TYPE N WOOD STUD ANCHOR (F-24) OU w I- w 34 SEE ELEVATIONS FOR ANCHOR BRACKET LAYOUT INTERIOR DED EXTERIOR 3 HORIZONTAL CROSS SECTION 8 Z ANCHOR 0 2.25" H SDS 21/2" O.C. DESIGN HARDWARE SERIES ER LOCATION Fy = 36 KSI MIN. 1/8" THK. STEEL F loo Z 1: 5..fn Q o =_UZ U to DWG #: y MD1003 SHEET: 8 OF 14 MESKER34ADSleiMwvae Hni.AK PH: (256) DOOR INC. BM. A 35811 851-8670 p O Z j o $ OU w I- w m a- S LL w z z Y o m Q 3 o o Zam 4) 1/4"-20 X 3/4" z y N w p Q a a FH TEKS O O ¢ w OJ F - d m w w a0 m FH TEKS n Z O u Z 2) 5/16" ULTRACON C) 1 3/4" EMBED. w 5" MIN. EDGE DISTANCE 0 2.25" H SDS 21/2" O.C. DESIGN HARDWARE SERIES ER LOCATION Fy = 36 KSI MIN. 1/8" THK. STEEL F loo Z 1: 5..fn Q o =_UZ U to DWG #: y MD1003 SHEET: 8 OF 14 DETAIL 1 rnSEE F DETAIL 1 rn Nn N I y11- i NNM Q N IM 1 1 g SEE DETAIL 1 J_ M MASONRY—7— OPENING K JAMBS T AN ( TYP.) — HINGE JAMB HINGE JAMB 4 HINGE OPTION 3 HINGE OPTION 100" MAX. FRAME HEIGHT 90" MAX. FRAME HEIGHT FRAM N E _ _ \ I N SILL O H (TVP.) 1 I I 1 16" MAX. 12" MAX. O.C. -{ TYR FRAME ANCHORING CONCRETE/MASONRY 14 X 1 1!2' FH SDS 9 i12" O.C. SEE n DETAIL 2 a g7" T X FULL LENGTH X 6 0.067" THICK STEEL PLATE, 362821SPOTWELDED7" HINGE OPTION 1 FROM TOP 86"O.C. HINGE OPTION 2 BBS BALL BEARING HINGE CONTINUOUS GEARED HINGE ANCHOR NOTES: 1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Min. edge distances shown in details are for Dynalbolt Sleeve Anchors. Adjust min. clearances for Tapper concrete screws as necessary 2. Concrete screw locations at the centers may adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. DETAIL 2 MESKER" MESKER DOOR INC. 3400 S1eM dBNE. Hun1sA..N 35811 PH: (250) 85-670 Q s g0 0Q J M 92 Z/I Q W W U W O 00 m JD_=LL x F Tr wu i z O LL DETAIL 3 owvIn, 17 za) z o w oQa p l0 5 < ui O Joa QWW m u oFm EL 16 W B to Q 0 m DETAIL 2 s 92 Z/I I zz I I F Tr r DETAIL Q Z U o p U 1n DWG #: MD1003 SHEET: 9 OF 14 MASONRY OPENING FRAME N M L K JAMBS J ( TYP.) o N I N SILL x H (TYP.) I I I I I I I r J" 6" 16" MAX. 12" MAX. O.C. itt TYP. ct FRAME ANCHORING CONCRETE/MASONRY m 1 SEE < eDETAIL3, a SHEET 9 18" MAX. O.0 6" MAX. ll 1 Q ci W 0 W O20 f p HEAD & ZJ J K L M N JAMBS w o TYP.) wv~1 z N SEE 03 6 DETAIL 3, m zF m SHEET 9 w ZQ m aQa m L d K F- J JAMBS TVP.) up I H SILLTYP.) I I I I I I eTyp. MAX. 12" MAX. O.C. FRAME ANCHORING CONCRETE/MASONRY N1ES CER MESKER DOOR INC. 3x40 SWM BIW. HunlsNYe, AL 35811 PH: (256) 851£670 Q m W 0 W O20 f p Q ZJ O WL> w wo a m W wv~1 z DIQU LL 03 6 o m zF w ZQ m aQa m 111 C) d p Q m-LLI p $ F- aw o v a W a p W m mZ Jto Q Z = 2 U ZpopU /n DWG #: MD1003 SHEET:1 O OF 14 m O !r 0 i W Z a W Q r w Y O^ g w a Z 80 12" MAX. O.C. ---- 6"TY X 000 6" MAX. 12" MAX. O.C. FRAME ANCHORING O FRAME ANCHORING <U T STRAP & WIRE ANCHOR F. ®i T STRAP & WIRE ANCHOR NFD 6" MAX. SEE DETAIL 3, SHEET 9 3O JAMBS 31 (Np ) 35 I SILL H (TYP.) I I 30 JAMBS 31 (TYR) 35 I H SILLTYP.) I FRAME ANCHORING 33 JAMBS T STRAP & WIRE ANCHOR SEE DETAIL 3, SHEET 9 30 JAMBS 31 (Np ) 35 I SILL H (TYp.) I 34 (Tvp.) J m YN 0 o I N SILL H (TYP.) I I I I 12" MAX. O.C. – 6" MAX. fff TYR FRAME ANCHORING Z ANCHOR & WOOD STUD ANCHOR m O !r 0 i W Z a W Q r w Y O^ g w a Z 80 12" MAX. O.C. ---- 6"TY X 000 6" MAX. 12" MAX. O.C. FRAME ANCHORING O FRAME ANCHORING <U T STRAP & WIRE ANCHOR F. ®i T STRAP & WIRE ANCHOR NFD m SEE < DETAIL 3, SHEET9 33 JAMBS 34 ( TYP.) I SILL H (TYP.) i 6" MAX. TYP. 4 rL 12" MAX. O.C. FRAME ANCHORING Z ANCHOR & WOOD STUD ANCHOR ao 0m 0 r K K I®rZ yo 6" MAX. SEE DETAIL 3, SHEET 9 3O JAMBS 31 (Np ) 35 I SILL H (TYP.) I I np. FRAME ANCHORING 33 JAMBS T STRAP & WIRE ANCHOR SEE DETAIL 3, SHEET 9 30 JAMBS 31 (Np ) 35 I SILL H (TYp.) I 34 (Tvp.) J m YN 0 o I N SILL H (TYP.) I I I I 12" MAX. O.C. – 6" MAX. fff TYR FRAME ANCHORING m SEE < DETAIL 3, SHEET9 33 JAMBS 34 ( TYP.) I SILL H (TYP.) i 6" MAX. TYP. 4 rL 12" MAX. O.C. FRAME ANCHORING Z ANCHOR & WOOD STUD ANCHOR ao 0m 0 r K K I®rZ yo 6" MAX. 12" MAX. D.C. np. FRAME ANCHORING 33 JAMBS T STRAP & WIRE ANCHOR SEE DETAIL 3, SHEET 9 30 JAMBS 31 (Np ) 35 I SILL H (TYp.) I 34 (Tvp.) J m YN 0 o I N SILL H (TYP.) I I I I 12" MAX. O.C. – 6" MAX. fff TYR FRAME ANCHORING Z ANCHOR & WOOD STUD ANCHOR m SEE < DETAIL 3, SHEET9 33 JAMBS 34 ( TYP.) I SILL H (TYP.) i 6" MAX. TYP. 4 rL 12" MAX. O.C. FRAME ANCHORING Z ANCHOR & WOOD STUD ANCHOR ao 0m 0 r K K I®rZ yo CL 6" MAX. 12" MAX. D.C. np. FRAME ANCHORING T STRAP & WIRE ANCHOR SEE DETAIL 3, SHEET 9 30 JAMBS 31 (Np ) 35 I SILL H (TYp.) I 2 o¢ J m YN O WUL o V) m JdS CL 6" MAX. 12" MAX. D.C. np. FRAME ANCHORING T STRAP & WIRE ANCHOR 2 o¢ J 0 CL 'I 6" MAX. 12" MAX. O.C. —I f— Typ, FRAME ANCHORING Z ANCHOR & WOOD STUD ANCHOR IVIES CER`' MESKER DOOR INC. 3 o SIe— aw. Hunts Nle. A 35811 PH:(256)85-670 JQ 0w0 Uaco2o¢ J m YN O WUL o V) m JdS W N CE ID Z or W U ma 3 o zam z (n z W 0 < r tii =O J 02 a m u o F_ m wLu F- 00 YED Vl Z O ZO a Lu lY o I<DWG m m Z J (o z_= Qjz CD p U cn MD1003 SHEET: 11 OF 14 P HARDWARE/LOCK OPTIONS ACTIVE DOOR HARDWARE CAN APPLY TO SINGLE DOORS j (EXTERIOR ELEVATIONS - OLITSWING DOORS) I OPTION 1 100 FRAME WIDTH OPTION 1.A (+/- 65 PSF, 100" X 100") ACTIVE LEAF: DESIGN HARDWARE M SERIES EXTRA HEAVY DUTY (GRADE 1) MORTISE LOCK WITH INACTIVE \ , ACTIVE 100 FRAME WIDTH 2) 8-32 X 11/8" FH MS, LATCH = SS 3/4" THROW, DEADBOLT = SS 1" THROW INACTIVE LEAF: DESIGN HARDWARE UL-MFB-M FLUSH BOLTS WITH (4) 8 X 3/4" FH MULTI THREAD SCREWS, TOP AND BOTTOM, FLUSH MOUNT METALLIC FLUSH BOLT GUIDE WITH (2) 8 X 3/4" FH THREAD SCREWS, FLUSH MOUNT METALLIC STRIKE PLATE, WITH (2) 1/4" X 3/8" FH MS OPTION 1.8 (+/- 60 PSF, 40" X 88") ACTIVE LEAF: ONITY 86E SERIES EXTRA HEAVY DUTY (GRADE 1) MORTISE LOCK WITH (2) #12-24 X 1" COMBINATION MS, LATCH = SS 3/4" THROW, DEADBOLT = SS 1" THROW OPTION 2 OPTION 2.A (+/- 65 PSF, 100" X 100") ACTIVE LEAF: DESIGN HARDWARE X OR Z SERIES (GRADE 1) CYLINDRICAL LOCK, WITH (2) #8 X 3/4" FH THREAD SCREWS AND (2) #10 X 19/16" FH MS. LATCH = SS 1/2" THROW INACTIVE LEAF: DESIGN HARDWARE UL-MFB-M FLUSH BOLTS, FLUSH MOUNT METALLIC FLUSH BOLT GUIDE, SURFACE MOUNT METALLIC STRIKE PLATE, WITH (4) 8 X 3/4" FH MULTI THREAD SCREWS, TOP AND BOTTOM OPTION 2.13 (+/- 65 PSF, S2" X 100") ACTIVE LEAF: DESIGN HARDWARE X OR Z SERIES (GRADE 1) CYLINDRICAL LOCK, WITH (2) #8 X 3/4" FH THREAD SCREWS AND (2) #10 X 19/16" FH MS. LATCH = SS 1/2" THROW, WITH DEADBOLT D -IS OR D2 -S. OPTION 2.0 (+/- 55 PSF, 40" X 88") ACTIVE LEAF: SCHLAGE 161 (GRADE 1) CYLINDRICAL LOCK, WITH (2) #8 X 3/4" FH THREAD SCREWS AND (2).#10 X 19/16" FH MS. LATCH = SS 1/2" THROW NOTE: CONTINUOUS HINGE OR BBS HINGE ACCEPTABLE ON ALL OPTIONS. FOR PANEL HINGE OPTIONS, SEE SHEET 9. - TUBE MUU . SEE SNEEL 6 `W INSTAL MN DET.. inn OPTION 3 OPTION 3.A (+/- 65 PSF, 100" X 100") ACTIVE LEAF/INACTIVE LEAF: DESIGN HARDWARE 2000 SERIES STANDARD DUTY SURFACE MOUNT METALLIC RIM PANIC DEVICE WITH (6) 14 X 11/2" FH SDS, RIM PANIC LATCH AT LOCKS = 5/8" THROW. ROLLER STRIKE WITH 5/8" PROJECTION & 1/8" SHIM. WITH 2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, FY = 36 KSI MIN. OPTION 3.8 (+/- 65 PSF, 100" X 100") ACTIVE LEAF/INACTIVE LEAF: DESIGN HARDWARE 1000 SERIES HEAVY DUTY SURFACE MOUNT METALLIC PANIC DEVICE. WITH S) 14 X 11/2" FH SDS, ROLLER STRIKE WITH 5/8" PROJECTION & 1/8" SHIM. WITH 2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, FY = 36 KSI MIN. OPTION 3.0 (+/- 55 PSF, 52" X 88") ACTIVE LEAF: VON DUPRIN 99 SERIES STANDARD DUTY SURFACE MOUNT METALLIC RIM PANIC DEVICE WITH 6) 14 X 1112" FH SDS, RIM PANIC LATCH AT LOCKS = 5/8" THROW. ROLLER STRIKE WITH 5/8" PROJECTION & 1/8" SHIM. WITH 2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, FY = 36 KSI MIN. OPTION 4 MESKER DOOR INC. a O Su"a d 31 a. R=„m", u 3561 i PH: (256) 651fi6>0 Q 7L m O x 1n 20 mo p vJ- 7>2 Y, J w o u Mmaxe W U DESIGN HARDWARE 1000 SERIES HEAVY DUTY SURFACE MOUNT METALLIC PANIC DEVICE WITH O INACTIVE K 3 ACTIVE 3co 2) 8-32 X 11/8" FH MS, LATCH = SS 3/4" THROW, DEADBOLT = SS 1" THROW INACTIVE LEAF: DESIGN HARDWARE UL-MFB-M FLUSH BOLTS WITH (4) 8 X 3/4" FH MULTI THREAD SCREWS, TOP AND BOTTOM, FLUSH MOUNT METALLIC FLUSH BOLT GUIDE WITH (2) 8 X 3/4" FH THREAD SCREWS, FLUSH MOUNT METALLIC STRIKE PLATE, WITH (2) 1/4" X 3/8" FH MS OPTION 1.8 (+/- 60 PSF, 40" X 88") ACTIVE LEAF: ONITY 86E SERIES EXTRA HEAVY DUTY (GRADE 1) MORTISE LOCK WITH (2) #12-24 X 1" COMBINATION MS, LATCH = SS 3/4" THROW, DEADBOLT = SS 1" THROW OPTION 2 OPTION 2.A (+/- 65 PSF, 100" X 100") ACTIVE LEAF: DESIGN HARDWARE X OR Z SERIES (GRADE 1) CYLINDRICAL LOCK, WITH (2) #8 X 3/4" FH THREAD SCREWS AND (2) #10 X 19/16" FH MS. LATCH = SS 1/2" THROW INACTIVE LEAF: DESIGN HARDWARE UL-MFB-M FLUSH BOLTS, FLUSH MOUNT METALLIC FLUSH BOLT GUIDE, SURFACE MOUNT METALLIC STRIKE PLATE, WITH (4) 8 X 3/4" FH MULTI THREAD SCREWS, TOP AND BOTTOM OPTION 2.13 (+/- 65 PSF, S2" X 100") ACTIVE LEAF: DESIGN HARDWARE X OR Z SERIES (GRADE 1) CYLINDRICAL LOCK, WITH (2) #8 X 3/4" FH THREAD SCREWS AND (2) #10 X 19/16" FH MS. LATCH = SS 1/2" THROW, WITH DEADBOLT D -IS OR D2 -S. OPTION 2.0 (+/- 55 PSF, 40" X 88") ACTIVE LEAF: SCHLAGE 161 (GRADE 1) CYLINDRICAL LOCK, WITH (2) #8 X 3/4" FH THREAD SCREWS AND (2).#10 X 19/16" FH MS. LATCH = SS 1/2" THROW NOTE: CONTINUOUS HINGE OR BBS HINGE ACCEPTABLE ON ALL OPTIONS. FOR PANEL HINGE OPTIONS, SEE SHEET 9. - TUBE MUU . SEE SNEEL 6 `W INSTAL MN DET.. inn OPTION 3 OPTION 3.A (+/- 65 PSF, 100" X 100") ACTIVE LEAF/INACTIVE LEAF: DESIGN HARDWARE 2000 SERIES STANDARD DUTY SURFACE MOUNT METALLIC RIM PANIC DEVICE WITH (6) 14 X 11/2" FH SDS, RIM PANIC LATCH AT LOCKS = 5/8" THROW. ROLLER STRIKE WITH 5/8" PROJECTION & 1/8" SHIM. WITH 2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, FY = 36 KSI MIN. OPTION 3.8 (+/- 65 PSF, 100" X 100") ACTIVE LEAF/INACTIVE LEAF: DESIGN HARDWARE 1000 SERIES HEAVY DUTY SURFACE MOUNT METALLIC PANIC DEVICE. WITH S) 14 X 11/2" FH SDS, ROLLER STRIKE WITH 5/8" PROJECTION & 1/8" SHIM. WITH 2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, FY = 36 KSI MIN. OPTION 3.0 (+/- 55 PSF, 52" X 88") ACTIVE LEAF: VON DUPRIN 99 SERIES STANDARD DUTY SURFACE MOUNT METALLIC RIM PANIC DEVICE WITH 6) 14 X 1112" FH SDS, RIM PANIC LATCH AT LOCKS = 5/8" THROW. ROLLER STRIKE WITH 5/8" PROJECTION & 1/8" SHIM. WITH 2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, FY = 36 KSI MIN. OPTION 4 MESKER DOOR INC. a O Su"a d 31 a. R=„m", u 3561 i PH: (256) 651fi6>0 Q 7L m OWITHDESIGNKILTRIM, WITH (4) 14X 1 1/2" FH SDS, HANDLE WITH (2)#8-36X 11/2" PH MS. 1n 20 mo p vJ- 7>2 Y, J w o ow - Mmaxe W U DESIGN HARDWARE 1000 SERIES HEAVY DUTY SURFACE MOUNT METALLIC PANIC DEVICE WITH O W N w z K 3 O IW 3co IrQ oW ZampZQ F- ui 0 aa J p ZQmui0 F VON DUPRIN 99 SERIES STANDARD DUTY SURFACE MOUNT METALLIC RIM PANIC DEVICE W m m DESIGN KIL TRIM, WITH (4) 14 X 11/2" FH SDS, HANDLE WITH (2) #8-36 X 11/2" PH MS. WITHWITHp"llio2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, FY = 36 KSI MIN. W Q OPTION 4.A (+/- 6S PSF, 100" X 100") 1 U) ACTIVE LEAF/INACTIVE LEAF: 7L DESIGN HARDWARE 2000 SERIES STANDARD DUTY SURFACE MOUNT METALLIC PANIC DEVICE OWITHDESIGNKILTRIM, WITH (4) 14X 1 1/2" FH SDS, HANDLE WITH (2)#8-36X 11/2" PH MS. ZO WITH 2" X 3"X 1/8" THICK STEEL VERTICAL TUBE MULLION, FY= 36 KSI MIN. vJ- F - OPTION 4.8 (+/- 65 PSF, 100" X 100") ow - ACTIVE ACTIVE LEAF/INACTIVE LEAF: W U DESIGN HARDWARE 1000 SERIES HEAVY DUTY SURFACE MOUNT METALLIC PANIC DEVICE WITH WO DESIGN KIL TRIM WITH (5) 14 X 11/2" FH SDS, HANDLE WITH (2) #8-36 X 11/2" PH MS. WITH 2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, FY = 36 KSI MIN. OPTION 4.0 (+/- 55 PSF, 52" X 88") ACTIVE LEAF VON DUPRIN 99 SERIES STANDARD DUTY SURFACE MOUNT METALLIC RIM PANIC DEVICE DESIGN KIL TRIM, WITH (4) 14 X 11/2" FH SDS, HANDLE WITH (2) #8-36 X 11/2" PH MS. WITH WITHp"llio2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, FY = 36 KSI MIN. FRAME WIDTH OPTION 5 OPTION S.A (+/- 65 PSF, 100" X 100") ACTIVE LEAF/INACTIVE LEAF: C" DESIGN HARDWARE 2000 SERIES STANDARD DUTY (GRADE 1) SVR SURFACE MOUNT METALLIC 2 POINT LOCK SYSTEM WITH PANIC DEVICE AND VERTICAL RODS ON EXTERIOR WITH (6) 14"-20 X Y` 3/4 PH SMS AND (6) 14-20 X 3/4" FH M5. TOP STRIKE WITH (3) 1/4"-20P X 3/4" FH MS. W - 7 m m Z rn OPTION S.B (+/- 65 PSF, 100" X 100") Qo Z Y 1 Q z In 2 x U Z ACTIVE LEAF/INACTIVE LEAF: U U DESIGN HARDWARE 1000 SERIES HEAVY DUTY (GRADE 1) SVR SURFACE MOUNT METALLIC PANIC DWG #: DEVICE WITH (2) 14-20" PH MS AND (4) 14 X 1/4" FH SMS, VERTICAL ROD AT TOP AND BOTTOM M D 1003 2) 14 X 11/2" FH SDS. TOP STRIKE WITH (3) 1/4"-20P X 3/4" FH MS. SHEET: 12 OF 14 s R 3.48" 1.13" 0.38" 0.62- 2.84' 10 0.88" o 0 j--- 5.68" I 9 TUBE ANCHOR 1.00" 0 1 Q 1 * THREO1. 63" T 1.19" -- 1.19 3 8.50" MHIMNGE7 4.56" T WING Y DLP E1N 9" T 12 0 ® LOCK BOX REINFORCEMENT 0 FOV vi1Mi O 0.76" O S 0 0.075" i 1.25 L 0.18" 1 I~ 0.75"Z T i U r' 0.075- W0 as mw R 1CN. B0" ON Ta_ KO•nR_ IKI EENTD. TMnIf Ro- cr. aoa 25" 1ci ovi Lmom KREIN'FO{ R1C.1E9M"0 EN20-® o ra p 12 MULLION Z BRACKET p o- OI1- 0.75" 1 . 2 N n O 0 O U) 0.75" o N O+ 0.18"- 70" 1.40" Em ro m o 0.65" L Q AAReD ( mSHORT)dDbOOR HINGE eehinge 28+ 4.7 5E" E"N 5.00" T 40 THRESHOLDNGP #896V 0Nd 5.00" T I 4Z THRESHOLDPEMKO2005 V 3:88" 0.060' 2.66• Jl- 000M 91 SURFACE BOLT PLATE 4.68" I-- iWES9{ER' MESKEDOOR INCW. 304051e,,AL 358BH11 1untsNl , PL PH; (256)851{670 Ja Q0wO m Z a LOCK BOX REINFORCEMENT 0 F OV Wown— O 0.76" W(f) 0OwU aWz o m Omw1.25 L 0.18" 1 I~ 0.75"Z T i U gw. Q Q P p Z m a0h ® II f W0 as mw elo cr. aoa W o ra p 12 MULLION Z BRACKET p V, m Mf N m d !g U) N O+ ro m o 0.65" L Q Z p® R--0.06" v' O a L) 0.25' W UU) n S3 GLASS STOP W 7 O STANDARD (LONG) DOOR HINGE(LONG) DOOR HINGE Reinforcement top hinge Ge' t •'•i•."ti/ 8 1.752"-1 N I n 0 45 DOOR SWEEP T 0.056" a oNan WN a ZJ = 2 U Z D o p U N 15. MULLION DWG #: MD1003 SHEET: 13 OF 14 r. r _._. - ._, S DOUBLE DOOR 5 FRAME WIDTH r' N" SERIES & "NVS" SERIES COMMERCIAL OUTSWING STEEL DOOR (LM I) p @+1lCMESKER° TABLE CONTE r SHEET REVISION DOOR OPENING' 1 - TYPICAL ELEVATIONS, DESI 47 1l2" 2 TYPICAL ELEVATI THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO 3 HORIZONTAL g 4 PANEL WIDTH COMPLY WITH THE REQUIREMENTS:OF THE (2014) FLORIDA VERTICAL BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE MESKERDOORINC. ZONE (HVHZ). Joao SurMwoC B,vO AL 35811 4 DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT m IIS REQUIRE SHUTTERS. 0. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON o 2 / ELEVATIONS !.DETAILS. ANCHOR EMBEDMENT TO BASE -: w 7) MATERIAL SHALL BE BEYOND WALL:DRESSING OR STUCCO. w N 5 aIx 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN p n Z Coa m' w THESE DETAILS ARE NOTIPART OF THIS APPROVAL. g w o a <_ . 2 z. OIli V- m J ° a m ° u. (9 MATERIALS INCLUDING BUT NOT LIMITED TO STEEWMETAL z w f X X SCREWS THAT COME INTO CONTACT WITH OTHER 3', Q N. R 2, _ DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS. Qg ¢ W p METAL STRUCTURES NOT BY MESKER INC. MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. DOOR PANEL: MIN. 18 GA -;(0.042" THK.) STEEL MIN- Fy = 29 KSI MIN. n DOOR FRAME: MIN. 116GA. THK.) STEEL MIN. Fy = 42 KSI MIN.' Z ODOORSWHICHUTILIZEOUTSWINGTHRESHOLDQOSHBYDLP Z INACTIVE I ACTIVE. ITEM #78) MEET THE WATER INFILTRATION REQUIREMENTS HVHZ°. n O FOR THE j 1 k WATER TEST PRESSURE = 0.15 x POSITIVE DESIGN PRESSURE LII U 3" 4 5' DOORS THAT DO NOT MEET THE WATER INFILTRATION REQUIREMENTS FOR THEW"HVHZ"SHALL BE INSTALLED DOUBLE DOOR 5 TABLE CONTE SHEET REVISION SHEET 1 - TYPICAL ELEVATIONS, DESI 2 TYPICAL ELEVATI B 3 HORIZONTAL g 4 HORIZONTAL 5 VERTICAL 6 7 - 8 9 - 10 11 12 TYP. ELEVATION ONLY IN NON-HABITABLEIAREAS OR HABITABLE LOCATIONS PROTECTED BY.AN OVERHANG OR:CANOPY:SUCH THAT THEANGLE BETWEEN THE EDGE OF CANOPY OR NTS OVERHANG TO SILL IS LESS THAN 45 DEGREES. z DESCRIPTION OTHER DOOR PANEL CONFIGURATIONS AVAILABLE PER GN PRESSURES, & GENERAL NOTES REQUEST TO MANUFACTURE Q .,, tij xJ Qi ° ONS &DESIGN PRESSURES am6 u CROSS SECTIONS NOTES: - CROSS SECTIONS EGRESS' REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. _ ' I y CROSS SECTION : US ROSS OVERALL FRAME FLUSHSECTION DESIGN PRESSURE:(PSF) f j ' F CROSS SECTIONS SIZE c BOLT LOCATION pH *. P1t0`wN ; ? ZINGDE SECTIONS WIDTH HEIGHT DOOR DOORS POSITIVE NEGATIVE m y ytINGDETAILS z -'w ZING DETAILS 100" 100" NO YES +65.0 -65.0 0 _ = v Z ZING DETAILS o o v SEE SHEET 12 FOR ADDITIONAL DESIGN PRESSURE REQUIREMENTS DWG # TING DETAILS DUE TO HARDWARE.COMPONENT SELECTION 13 COMPONENTSDigitally signed by Hermes F. Norero, RE:M D I OOH yam BILL -OF MATERIALS & COMPONENTS Reason:.1 am approving this document SHEET: Date: 2016.08.2519:02:46 04'00' 1 OF TING DETAILS DUE TO HARDWARE.COMPONENT SELECTION 13 COMPONENTSDigitally signed by Hermes F. Norero, RE:M D I OOH yam BILL -OF MATERIALS & COMPONENTS Reason:.1 am approving this document SHEET: Date: 2016.08.2519:02:46 04'00' 1 OF w n SERIES OVERALL FRAME SIZE DESIGN PRESSURE (PSF) p n ` ~ 6 $ y WIDTHHEIGHT POSITIVE NEGATIVE NNS5z' i00^ 65.0 -65:0 OPTIONALPARTiAL EMBOSSED DOOR LEAF PATTERNS FLUSH DOOR 7 e __. .. ._.,.. _ ®._ _.._. m _ . _ .. ... a . , e._.A ......_.. _, . __.._,W _,., __ e a . _. ...__ ...___ . _.a i ESKER' R MOR INC.' AL 358111 inii61 i1eAL l, m MD1004 IEET: 6 OF 14 INTERIOR O E o o v 20 TYPE J STRAP ANCHOR (PS -241) (Fy 60 KSI) MIN. W w DIRECTLY INTO fc'=3000 PSI GROUT FILLED CONCRETEBLOCKOw~ 31 w 0 0 LIMIT DESIGN PRESSURE TO +/- 65 PSF w q 000°oDoo 0000 U) z Z o°o °o°o eo°oa°oenocoe000couoeoe°o°o°c°o N z F O 8 1 TYPE WIRE ANCHOR.(PF-2) (Fy=60KSI) MIN. DIRECTLY INTO fc'=3000 PSI CONCRETE, 1-1/2" MIN. EMBED ul0 F8 35 DIRECTLY INTO GROUT FILLED/HOLLOW CONCRETE BLOCK, 1-1l4" MIN. EMBED as EXTERIOR 2g 21 : EXTERIOR w 2 HORIZONTAL CROSS SECTION NOTE: HEAD 6 JAMBS TO BE FULLY GOUTED WITH MIN. 3000%PSI NONSHRINK GROUT m6ST.. RAP ANCHOR (PF -2) Vi Z 0 INTERIOR INTERIOR zO 25 25 U FULLY GROUTED w a " a. FULLY GROUTED - WITH: MIN.3000•PSI NON -SHRINK GROUT s WITH MIN. 3000'PSI NOWSHRINKGROUT 31 n L ° O INTERIOR INTERIOR Z 20: l, m MD1004 IEET: 6 OF 14 s INTERIOR s OMESKEW 25 TYPICAL ANCHORS @ JAMB: (REFER TO ELEVATION FOR. SPACING) MESKER WOR INC 4 TYPE L TUBE ANCHOR (PF-10) wn6 ue n asell 9 _ O SEEELEVATIONS ANCHOR BRACKET LAYOUT J PH:258)85ib6iU W I O e INTERIOR 20 M Z ANCHOR (PF-9) r SEE ELEVATIONS FOR ANCHOR BRACKET LAYOUT- z poo 2O w zTYPE 33 LIMIT DESIGN PRESSURE 65O o TO +1- PSF o N ¢ a R W r Z Z Wa wm a " 10, n[cL TYPE N WOOD STUD ANCHOR (F-24) SEE ELEVATIONS FOR ANCHOR BRACKET LAYOUT LS ptS_ X 314" : p N N Z j = C7 m Q O z0. m W o Q Z ffii V LIMIT DESIGN PRESSURE TO +(_ 65 PSF F4H TEKS w 0 0- L:pO mCo _ B g EXTERIOR' 28 ZI EXTERIOR 93 UJ 0 2 \ HORIZONTAL CROSS SECTION' 7, /TUBE ANCHOR 2) 1/4'-20 X 1 1/2`' FH TEKS n m Z INTERIOR z L 25 25 SPOT WELDED 2) 5/16" ULTRACON LU m INTERIOR 1 3/4" EMBED. o 5" MIN. EDGE DISTANCE 34 33 e INTERIOR INTERIOR op z 20 20 2:25" O ........ v iB pg 2) #12 X 1 1/2"J',e gg HH SDS.a3a 0°°^ oo @ z 1/z° o.c. PER LOCATION DESIGN HARDWARE SERIES r o KRM REMOVABLE MULLION 4) #8 X 1 3/4" SMS KSIOR (4) #8 X 1 3/4" O EXTERIOR 8 8 O 8 8 Fy = 36' MIN. WOOD SCREWS I I 1/8" THK. STEEL ii j'y pROF` PER BRACKET 28 21 -EXTERIOR EXTERIOR g$ EXTERIOR m m z HORIZONTAL'CROS$ HORIZONTAL CROSS SECTIONSECTION DWG* 7/ WOOD STUD ANCHOR l 7 1 ANCHOR tom M D I OO4 x SHEET: 7 OF 14 Q oda 2 12" MAX. O.C. It_ 6"N AX. WQ wok 30 JAIao 000 n mm a rz 35 allo ®'O AESKEW u ESKER DEUR INC aeo slenawooe m"a HunMvile. AL 35811 n Z 6 33 JAMBS 34 TY P.) J O O FRAME ANCHORING FRAME ANCHORING u T -STRAP & WIRE ANCHOR WOOD STUD':& Z ANCHOR O U ww0 12' MAX. O.C. —— I I"^ 5" 12" MAX. O.C. It_ 6"N AX. U FRAME ANCHORING FRAME ANCHORING u T -STRAP & WIRE ANCHOR WOOD STUD':& Z ANCHOR O U ww0 2. Concrete screw'16cbtions,at.the :centers maybe.adjusted to maintain the minimum edge distance to mortujoints. If concrete screw locations: noted as "MAX. ON: CENTER." must be adjusted to maintain minimum : ed9 6 distance to mortar joints, additional concrete,, DWG #; aybe required to ensure the maximum on center dimension is not exceeded. screws,M MD1004LSHE El SHEET: 1,O OF 14 MESKER' SEEN SEE• MESkER WOR INC. 0 -M—,I -d. PH: (259) 85 1 -0 DETAIL I DETAIL.1 N SEE IX0 M DETAIL 3 z fj I 0 6 MASONRY L WOLL OPENINGU), JAMBS Z. LLIU final LLI (9 ir U) K. Ox 03 < ED 0, <: W 0 z z ca WX < A ui00 L Co LU L FRAME F- A0- al SILL H (Typ.) N. SEE DETAIL 2 W C3, 3, 6 MAX. J DETAIL.2 Z 12- MAX. O.C. TYR, 0 DFTAII 1 14INr.F 1AMR 14INr.9 1AMR: FRAME ANICHORINIr. STRIKE JIAMR z 2. Concrete screw'16cbtions,at.the :centers maybe.adjusted to maintain the minimum edge distance to mortujoints. If concrete screw locations: noted as "MAX. ON: CENTER." must be adjusted to maintain minimum : ed9 6 distance to mortar joints, additional concrete,, DWG #; aybe required to ensure the maximum on center dimension is not exceeded. screws,M MD1004LSHE El SHEET: 1,O OF 14 i-_.__ ___ r. ._. _ _ ____.______.___. __ _ _ _ __._ . _.. _-- - _ -.. _.._..- ___ _- .. _._ . _ ____ _-- _ .. .. __. L__._ ___... _ . ,_. __._..___.... .___ ...__ ._ _ __. .. ___ _.. _ _. ___ FOR DOORS W/ STD. LOCK OPTION #1 MAXIMUM DESIGN LOAD RATING = + 55.0 PSF FOR SIZES SHOWN OR SMALLER) — 55.0 PSF FOR DOORS W/ PANIC LOCK OPTION j MAXIMUM DESIGN LOAD RATING = + 60.0 PSF FOR SIZES SHOWN OR SMALLER) 60,0 PSF SEE SHEET 3 FOR LOCKING OPTIONS OPTIONAL 0 x wI— xw 3/16" TEMP. GLASS o 1/4" GLAZING DETAILS NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 DOORS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 20D NARROW STILE ALUMINUM OUTSWING ENTRANCE DOOR SEE NOTE ABOVE FOR DESIGN LOAD CAPACITY OF SINGLE (X) AND DOUBLE (XX) DOORS W/O TRANSOM. FOR DOORS WITH TRANSOM (0/X OR 0/XX) SEE HORIZONTAL LOAD CAPACITY CHARTS ON SHEET 2 LOWER VALUE RESULTING FROM DOOR CAPACITY CHART OR HORIZONTAL CAPACITY CHARTS WILL APPLY. DOORS CAN ALSO BE USED WITH YES45-FS STOREFRONT SYSTEM, SEE SEPARATE APPROVAL FOR YES45-FS STOREFRONT DESIGN LOAD CAPACITY. THE LOWEST VALUE RESULTING FROM DOOR CAPACITY CHARTS OR STOREFRONT APPROVAL WILL APPLY TO ENTIRE SYSTEM. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. a LnOD 75 1 /9" kAAY rlCAU/ JILL XX ) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH THE CURRENT FLORIDA BUILDING CODE. 4) ANCHORS 4T 2-1/2" O.C. 4T MTG. STILE ENDS x 2 x X w c a 2 w O Li \ \ LL J t LO 00 U- 00 J 6 MAX. CORNERS 39 5/8" MAX. FRAME WIDTH FRAME WIDTH 35 3/4" MAX. 35 3/4" MAX. 35 3/4" MAX. II I LEAF WIDTHLEAFWIDTHLEAFWIDTH 30 1/2" MAX. 30 1/2" MAX. SURFACE APPLIED FALSE MUNTINS x o D.L. OPG, D.L. 0 MAY BE USED II I I u I II\ II I II 37 I 33 2 Q= Q L-- TI-- w O O_ o II — r— W \ 00 x wLO l. O0 J I i o / Ln M / II I 4) ANCHORS / AT 2-1/2" O.C. - 12" MAX. AT MTr STII F FNr1S rlCAU/ JILL XX ) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH THE CURRENT FLORIDA BUILDING CODE. 4) ANCHORS 4T 2-1/2" O.C. 4T MTG. STILE ENDS x 2 x X w c a 2 w O Li \ \ LL J t LO 00 U- 00 J 6 MAX. CORNERS 39 5/8" MAX. FRAME WIDTH 35 3/4" MAX. II II I LEAF WIDTH II 30 1/2" MAX. D.L. OPG. xa w II ZZIt= f o II I! II II II I E II II ZZIt= II II I I u II\ II Q U, DO N 12" MAX. 6" MAX. HEAD/SILL CORNERS X ) A— THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER ! IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. B— CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. C— THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. D— SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. E— THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. p® Arf4f'/i No.70592, n Sl"'.'. c OF FL #5851 '®®HAL, YYIla t N I M z r 3 M J Z N Q W O 0M a U. U ply o m 1 V X j W/O REINFORCING WITH REINFORCING W1 N Q HORIZONTAL LOAD CAPACITY-PSF HEAD/SILL 30 1/2" MAX. D.L. OPG. 35 3/4" MAX. WITHOUT WITH DOOR LEAF REINF. REINF. G IDTH-W1 WIDTH -W2 HEIGHT -A AT HORIZONTI EXT. (+) EXT. (+) O INCHES INCHES INCHES INT. (-) INT. (-) 60" 24" 80" 60.0 60.0 60.0 60.072" 24" 1 60" 24" 60.0 60.0 84„ 1 60.0 60.072" 24" W/O REINFORCING WITH REINFORCING W1 N Q YKK YES -45 FS STOREFRONT SEE SEPARATE APPROVAL II II II j II % II II II II K u II II ;, II ii II ' II II II II II II II II II Ir_----- r j 12" MAX. HEAD/SILL 30 1/2" MAX. D.L. OPG. 35 3/4" MAX. I \ E G ItO O I I YKK YES -45 FS STOREFRONT SEE SEPARATE APPROVAL II II II j II % II II II II K u II II ;, II ii II ' II II II II II II II II II Ir_----- r j 12" MAX. HEAD/SILL 30 1/2" MAX. D.L. OPG. 35 3/4" MAX. I \ E ItO O ii F=== YKK YES -45 FS STOREFRONT SEE SEPARATE APPROVAL II II n II II n Il II ap U II ZLd II i I I I I I I I II II II 75 1/2" MAX. 30 1/2" MAX. 12" MAX. HEAD/SILL 30 1/2" MAX. D.L. OPG. 35 3/4" MAX. D.L. OPG. 35 3/4" MAX. Lt -At- M UIN LtAf WIUIH 6" MAX. CORNERS Y 39 5/8" MAX. N FRAME WIDTH xa w M z M OfF o Z i r J W a N a H /' 190 c o w M U G / e Uriv vo a aQo °i 00 1NO 04m W3u. E Zvi -o xc / Loi sI amM_ / zNa w LuTq r w o W a / _ w UJ M o /, Z V J X Q tcn ` m O Z .— N M Lr)r \ / o>- N 00 _ aLLJ Mo Qz t Q C72Q Z Q O o Li i L O O Q = z N B \ Y°'Jr- mQYuiN:D J 12" MAX. 6" MAX. CD HEAD/SILL CORNERS a z 30 1/2" MAX. o , D.L. OPG. 35 3/4" MAX. ILEAFWIDTH 17, 17, FL #5851 i N l a No. 70582 a y, =LIQ Y c,A U SiwrE OF drawing no. ORID ®,. W13-12 ZONAL4,15 sheet 2 of 7 SEE ELEV. FOR SPACING a a Ln TYPICAL ANCHORS TYP. AL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS SINGLE DOORS: OPTION IL AR MS1850 HOOKBOLT LOCK (YKK #H-3201) WITH LOCK CYLINDER AT 32" OR 41-13/16" FROM BOTTOM. STD. PUSH/PULL BAR AT 45" FROM BOTTOM OPTION J2: DOR-O-MATIC 1490 SERIES (YKK #P2362) OR DOR-O-MATIC 1690 SERIES (YKK #P52497) OR DOR-O-MATIC 1990 SERIES (YKK #P2323) CONCEALED VERTICAL ROD TOUCH BAR EXIT DEVICE WITH KEY CYLINDER AT 42" FROM BOTTOM LOCK OPTIONS DOUBLE DOORS: OPTION _Cl : ACTIVE LEAF: AR MS1850 HOOKBOLT LOCK (YKK #H-3201) WITH LOCK CYLINDER AT 32" OR 41-13/16" FROM BOTTOM. STD. PUSH/PULL BAR AT 45" FROM BOTTOM INACTIVE LEAF STD. LEVER TYPE FLUSH BOLTS (YKK #H-4101) AT 11-1/2" FROM EACH END OF MTG. STILE. STD. PUSH/PULL BAR AT 45" FROM BOTTOM OPTION a - ACTIVE LEAF: DOR-O-MATIC 1490 SERIES (YKK #P2362) OR DOR-O-MATIC 1690 SERIES (YKK #P52497) OR DOR-O-MATIC 1990 SERIES (YKK #P2323) CONCEALED VERTICAL ROD TOUCH BAR EXIT DEVICE WITH KEY CYLINDER AT 42" FROM BOTTOM INACTIVE LEAF DOR-O-MATIC 1490 SERIES (YKK #P2362) OR DOR-O-MATIC 1690 SERIES (YKK #P52497) OR DOR-O-MATIC 1990 SERIES (YKK #P2323) CONCEALED VERTICAL ROD TOUCH BAR EXIT DEVICE WITHOUT KEY CYLINDER AT 42" FROM BOTTOM NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. NO TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Of U HN X N TYPICAL ANCHORS TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK- AT JAMBS f'm = 2000 PSI MIN. SEALANTS: ALL FRAME CORNERS SEALED WITH TREMCO SPECTREM 2 OR DOW 795 SILICONE. FL #5851 No. 70592 Q . Sl.,. t OF Ln YY NI IIM 0 6f Z z N d 6+s O 0 O W mm U C LL H v T a 0 W m 0 0 It r y000 W3LL a v Z to • O i Lf) m Z N Q w W 1H I- I C z (!7 rn N 0o Z 0- o >- N 04 wQ m o z C) Q C' Q wo o Q= N z f3 YO'J00 00 YNm L'j i- OLJ O o: CD tric 0 drawing no. W13-12 sheet 3 of 7 3/8° MAX. al r SEE ELEV. FOR SPACING o, 1BY a WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8" MAX. EXTERIOR VOOD BUCKS AND METAL STRUCTURES NOT BY YKK AP OUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AN[ RANSFER THEM TO THE BUILDING STRUCTURE. FL #5851 PICAL ANCHORS E ELEV. FOR SPACING TYPICAL ANCHORS E ELEV. FOR SPACING L CAULK BY OTHERS tttllllll!// CENSa •'•. No. 70592 SlkiIE OF t m '1' Y I M Z w m a 2 a a O o 0 w M U N LL d 0 q M M OIY > IL < H u, 0y0 o m Q W>LL Lbw o m M w W" 00 C5 Z ^IC5 o — -- N N w Q m O Ljw c U 's Q p rn LJ CL u C5 < = Z N Y cy) m 1 ZtN'! LLJ r O uJ 30 z ' 0o L sheet 4 of 7 ; TYPICAL ANCHORS 1 BY REINFORCING TYPES CAPACITIES SEE K REINFORCING TYPES APPROVAL FOR YKK &CAPACIVAL IES SEE YES -45 FS STOREFRONT APPYKK YES -45 FS STOREFRONT ANNEL REINFORCING 4-3/16" X 13/16" X 1/8" T 2 FOR CAPACITY ALTERNATE LICABLE FOR 'X' DOORS XX' DOORS W/O REINFORCING FL #5851 rENSF No. 70592 W S1,;, is OF NAL YY N I z Z WW I rL N a- 00 0 0 W xM U 0 LL v v O a¢o NCO W ILL Zvi - o zWW Ico Z cn C) Ln T o Z a< CNCD C,4N w Q m O ao U It 4 Q Q C z Q pLLJ rn can = Q= 04 z Ya'JrlNM YcvD-i J CD H F- Of 02 30 z 00 c0 UNa I cc 0 0 U) u oN 0 \ 2 O a NY O U drawing no. W13-12 sheet 5 of 7 et 4.476 O 1.752 2.252 095 TYP. O 2.299 O FRAME HEAD 1A ALT. FRAME HEAD 15 TRANSOM HEAD 122 500 01.826 4.000 THRESHOLD 3.500---- 7F.087 374 O O SHEAR PLATE 52 2.311 118 TYP. J DOOR TOP RAIL 3.938 1.563 5 DOOR BOTTOM RAIL 2.014 126 1.748 O 6 0 2,123O DOOR LEAF VERT. STILE 665 047 O 12268 .543 O O 047 276 .543 O 12A 728 DOOR GLAZING BEADS Imo— 2.185- 1 7 48 1851.748 118 1.998 O 1.748 O 126 DOOR LEAF MTG. STILE 1.575 10 . 295 MTG. STILE COVER ss O 047 18 .919 O TRANSOM GLAZING BEAD 796 .047 16 02.2520 TRANSOM GLAZING POCKET 2. 4.188 8113L=4 125 38 HORIZONTAL REINFORCING CHANNEL G FRAME JAMB ILI 063 DOOR STOP YY N I M z Go Z cn / W aI a a a o M O W Q U o rl M IL Q p Zi O s N N W LL U) Z_ Lo m LoC7M w No.70592 I T S., .cOF drawings no DP.\ W 13-12 FL #5851 I'` sheet 6 of 7 m z ce Z0 o N N w Q CO o ao d Q LO Ld c mQaf z Q p rn CL o Q = z Y rn — YNm J E H N 0 Z 0o I No.70592 I T S., .cOF drawings no DP.\ W 13-12 FL #5851 I'` sheet 6 of 7 C, FRAME T0F 1.VRIYGR LEAF CORNER p 12 X 1/2" FH MS ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E9-0402 1 FRAME HEAD 6063T5 YKK AP AMERICA to E9-0425 1 ALT. FRAME HEAD 6063-T5 YKK AP AMERICA 2 E9-0421 2 DOOR FRAME JAMB 6063-T5 YKK AP AMERICA 3 E9-0407 1 THRESHOLD 6063-T5 YKK AP AMERICA 4 E9-0305 1/ LEAF TOP RAIL 6063-T5 YKK AP AMERICA 5 E9-0306 1 BOTTOM RAIL 6063-T5 YKK AP AMERICA 6 E9-0301 1,2/ LEAF DOOR LEAF VERT. STILE 6063-T5 YKK AP AMERICA 7 E9-0303 1/ LEAF DOOR LEAF - MTG. STILE (INACTIVE) 6063-T5 AT DOUBLE DOORS 8 E9-0329 1/ LEAF DOOR LEAF - MTG. STILE (ACTIVE) 6063-T5 AT DOUBLE DOORS 9 E1-1054 AS REQD. SHEAR PLATE 0 ANCHOR LOCATIONS 6063-T5 2-1/2" LONG 10 E9-0332 1 MEETING STILE COVER 6063-T5 AT DOUBLE DOORS 11 E9-0215 1 DOOR STOP 6063-T5 YKK AP AMERICA 12 E9-0314 AS READ. GLAZING BEAD (STANDARD) 6063-T5 YKK AP AMERICA 12A E9-0339 AS REQD. GLAZING BEAD (OPTIONAL) 6063-T5 YKK AP AMERICA 13 E2-0050 AS REQD. GLAZING GASKET EPDM DUROMETER 55±5 15 E9-1003 AS REQD. TRANSOM HEAD 6063-T5 YKK AP AMERICA 16 E9-0434 AS REQD. TRANSOM GLAZING POCKET 6063-T5 YKK AP AMERICA 18 E9-0403 AS REQD. TRANSOM GLAZING BEAD 6063-T5 YKK AP AMERICA 19 E2-0051 AS REQD. BULB WEATHERSTRIPPING PVC 20 E2-0054 1/LEAF SETTING BLOCK EPDM DUROMETER 80±5 SHORE A 21 H-7107 OPTIONAL DOOR SWEEP PACKAGE 24 E2-0087 AS REQD. PILE WEATHERSTRIPPING 25 PC -1216 AS REQD. FRAME ASSY. SCREWS 12 X 1" PAN HEAD SMS 26 2/CORNER 3/8"-16 X 5/8" SCREWS 27 2/CORNER 10 X 1" FH SMS 29 E1-0308 2/ LEAF JOINT CLIP FOR TOP RAIL 6063-T5 30 E1-0309 2/ LEAF JOINT CLIP FOR BOTTOM RAIL 6063-T5 31 E1-0311 4/ LEAF BACKER PLATE 33- AS REQD. PUSH-PULL HARDWARE 37 H-2101/2102 2/LEAF TOP & BOTTOM OFFSET PIVOT SET 38 AS REQD. REINFORCING CHANNEL (Fy = 38 KSI) STEEL 813 X 4.188 X .813 X .125" 39 E9-0403 AS REQD. TRANSOM GLAZING GASKET EPDM I DUROMETER 70 +/- 5 12 X 1/2" FH MS 3HOLD CLIP ____7 T E1-0300 FH MS FRAME BOTTOM CORNER 12 X 1/2" FH MS FL #5851 Y YrN I r m 3 o Z N d O o 0 W Mx U 0 8 O M 0W m O aaa'A a 00` I O W3U. ZN - o u) M 0m Z r F_ z . Ln rn o Za N a m N w Q O m U_ r% L8 C. IZ Quo 3 W a- r Q=z I¢ YNmLLj : Dv N p LJ cn c:) O z i a ' 0 i cI I C 2-6 O N O c V, 10y\CENS c" T 04 i o No. 70592 _ T d W O U L 10, S".,EOF drawingg no. LIL\\ sheet 7 of 7 STOREFRONT NOT RATED FOR IMPACT. THIS QUALIFIES PRODUCTS FOR INSTALLATIONS OUTSIDE HVHZ ONLY INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. MOMMIIIIIIIIIII>I ALUMINUM FLUSH GLAZE STOREFRONT SYSTEM DESIGN LOAD RATINGS FOR THIS SYSTEM TO BE AS PER CHARTS SHOWN ON SHEET 2. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR NON HIGH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANSHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. 17131/32" 55" 58" 1 55" D.L. OPG. D.L. OPG. D.L. OPG. H2 CVc d O x M ell ellJQ LL M Q I 6" MAX. TYP. AT HEAD / SILL CORNERS ANCHOR SPACING SEE SHEET 2 ELEVATION FOR OPTIONS Digitally signed by Hermes F Norero, P, Reason: I am approving this document Date: 2015.07.02 12:41:14 -04'00' LU F" Q Q T m o Z CLH Cz LU v ty W LL~co mZ Q N Z_= v Z 00 DWG #: Y KK103 SHEET: 1 OF 5 DESIGN.LOAD"CAPACITY PSF FRAME DINIENSION,S ANCHOR]XPE,A,,,•ANCHORTYPEB s,WIDTH,'W' HE(GHT; H PSF);? PSF) -' 24 66 100.0 90.4 30 81.8 81.8 36 68.2 68.2 42 58.4 58.4 48 51.1 51.1 54 45.5 45.5 60 40.9 40.9 66 37.2 37.2 72 34.1 34.1 24 72 93.8 82.9 " 30 75.0 75.0 36 62.5 62.5 42 53.6 53.6 48 46.9 46.9 54 413 41.7 60 37.5 37.5 66 34.1 34.1 72 31.3 31.3 24 78 86.5 76.5 30 69.2 69.2 36 57.7 57.7 42 49.5 49.5 48 43.3 43.3 54 38.5 38.5 60 34.6 34.6 66 31.5 31.5 7z 28.8 28.8 24 84 80.4 71.0 30 64.3 64.3 36 53.6 53.6 42 45.9 45.9 48 40.2 40.2 54 35.7 35.7 60 32.1 32.1 66 29.2 29.2 72 26.8 26.8 24 90 70.7 66.3 30 56.6 56.6 36 47.1 47.1 42 40.4 40.4 48 35.3 35.3 54 31.4 31.4 60 28.3 28.3 66 25.7 25.7 72 23.6 23.6 DESIGN LOAD CAPACITY;=PSF FRAME DIMENSIONS . x•ANCHORTYPE A'' z.ANCHORTYPE B ' WIDTH IN) IN.) . PSF) (+/ PSF) 24 96 62.1 62.1 30 49.7 49.7 36 41.4 .41.4 42 35.5 35.5 48 31.1 31.1 54 27.6 27.6 60 24.9 24.9 66 22.6 22.6 24 102 55.0 55.0 30 44.0 44.0 36 36.7 36.7 42 31.4 31.4 48 27.5 27.5 54 24.5 24.5 60 22.0 22.0 24 108 49.1 49.1 30 39.3 39.3 36 32.7 32.7 42 28.1 28.1 48 24.5 24.5 54 21.8 21.8 60 19.6 19.6 24 114 44.1 44.1 30 35.2 35.2 36 29.4 29.4 42 25.2 25.2 48 22.0 22.0 54 19.6 19.6 24 120 39.8 39.8 30 31.8 31.8 36 26.5 26.5 42 22.7 22.7 48 19.9 19.9 sa 1 17.7 1 17.7 INTERMEDIATE HORIZONTALS e111 ell / w W1 W2 WIDTH (W) = W1 +W2 2 DESIGN LOAD CHARTS FOR MULLS WITH OR WITHOUT INTERMEDIATE HORIZONTALS ONE ANCHOR AT EACH SIDE OF MULLION INTERMEDIATE ANCHORS AT HEAD AND SILL REQUIRED AT 16" O.C. MAX. ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. DESIGN LOAD CAPACITIES INCLUDE LIMIT STATES AS SPECIFIED FOR MULLION DESIGN WITHIN CHAPTER 17 OF THE FBC. GLASS LOAD CAPACITY (PSF) NOMINAL DIMS. (in) INSUL. LASS DLO WIDTH DLO HEIGHT EXT. (+) INT. - 24 60 56.0 30 46.0 36 38.3 42 32.9 48 28.8 54 25.6 60 23.0 66 25.3 70 26.8 24 66 54.7 30 46.0 36 38.3 42 32.9 48 28.8 54 25.6 60 23.0 66 20.9 70 22.2 24 72 53.7 30 45.3 36 38.3 42 32.9 48 28.8 54 25.6 60 23.0 66 20.9 24 78 52.9 30 44.4 36 38.3 42 32.9 48 28.8 69 25.6 60 23.0 61 22.6 24 84 52.2 30 43.6 36 38.0 42 32.9 48 28.8 54 25.6 56 24.6 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). AND CHAPTER 17 OF THE FBC FOR SIZES OTHER THAN TESTED. GLASS LOAD CAPACITY (PSF) NOMINAL DIMS. (in) INSUL. LASS DLO WIDTH DLO HEIGHT EXT. (+) INT. 24 90 51.7 30 43.0 36 37.3 42 32.9 48 28.8 53 26.0 24 96 51.2 30 42.5 36 36.7 42 32.8 48 28.8 49 28.2 24 102 50.8 30 42.0 36 36.3 42 32.2 46 30.0 24 104 50.6 30 41.9 36 36.1 42 32.1 46 30.0 24 108 50.4 30 41.6 36 35.8 42 31.8 24 114 50.1 30 41.3 36 35.5 41 32.0 24 116 50.0 30 41.1 36 35.3 41 31.8 Lu ~ Tm Z_= co 3 Q N v Z DWG #: YKK103 SHEET: 2 OF 5 I AT 6" FRO AND READ. FOf ABOVI TYPICAL ANCHORS TYPICAL ANCHORS METAL TYPICAL ANCHORS SEE ELEV. FOR SPACING aa a d a a a ° ° c d . o a o m TYPICAL ANCHORS SEE ELEV. FOR SPACING d w m Z cn Q c J M 0 1/4" ANN. GLASS 1/4" HEAD STREN'D GLASS 1/4" TEMP. GLASS AIR SPACE 1/4" ANN. GLASS 1/4" HEAD STREN'D GL I F 1/4" TEMP. GLASS GLAZING DET TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE'A' - 1/4" DIA. TAPCON BY'ITW' (Fu= 120 KSI, Fy= 92 KSI) TYPE'A'- 1/4" DIA. ULTRACON BY'ELCO' (Fu= 177 KSI, Fy= 155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (MIN. S.G. = 0.55) 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. (MIN. F'c= 3000 PSI) OR MASONRY (ASTM 1-3/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. ( MIN. F'c = 3000 PSI) OR MASONRY (ASTM C90) 1-3/4" MIN. EMBED INTO CONC. OR MASONRY TYPE'B' - 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL: 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM: 1/8: THK. MIN. (6063-T5 MIN.) STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMB fc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. SEALANTS: ALL FRAME CORNERS SEALED WITH JOINT SEALANT W Q Lu Tm Z_3 co Z QND 40 V yz o fiptinspires, oival4J'l: YKK103 SHEET: 3 OF 5 YKK AP AMERICA 1229 HWY 441 BYPASS DUBLIN, GEORGIA 31021 PH: (478) 277-1955 FX: (678) 838-6001 C W f V) 00MM coM v ki1ko H>OMZ co J L0 LU O = LL' cY Q = w0Lu Lum T V) m Lu Z Qm H c E D W QZQ Q Z63DCZH Q m W mop Ch M W Q Lu Tm Z_3 co Z QND 40 V yz o DWG #: YKK103 SHEET: 3 OF 5 AT 6 REQD. FOR LOADS INSIDE GLAZED SYSTEM ABOVE 25 PSF TYPICAL ANCHORS 1 BY OR 2B) WOOD BUCk TYPICAL ANC E ELEV. FOR TYPICAL ANCHORS EXTERIOR FRAME WIDTH INSIDE OR OUTSIDE GLAZED SYSTEM T Z Z LLQN O V z .: bw& #: Y KK103 SHEET: 40F 1 4,501 3,501- 0,374 ITEM NO. 1 PART NUMBER BE9-2553 QUANTITY AS REQD. DESCRIPTION FRAME HEAD(O.G.), FRAME SILL (I.G.) MATERIAL MAN F./SUPPLIER/REMARKS 6063-T5 2 BE9-2579 AS REQD. FRAME SILL(O.G.), FRAME HEAD (I.G.) 6063-T5 = 3 4 BE9-2556 E9-1015 AS REQD. AS REQD. FRAME HORIZONTAL GLAZING STOP 6063-T5ap' 6063-T5 - 2 7 BE9-2552 AS REQD. POCKET FILLER 6063-T5 - YKK AP AMERICA 1229 HWY 441 BYPASS 0,087 8 BE9-2578 AS REQD. SILL FLASHING 6063-T5 - DUBLIN, GEORGIA 31021 3,5 9 E1-1054 AS REQD. SNAP IN COVER, 2-1/2" LONG 6063-T5 - PH: (478) 277-1955 FX: (678) 838-6001 W 00 10 BE9-2551 AS REQD. FRAME JAMB/MULLION 6063-T5 0,095-1,847 11 E2-0052 AS REQD. GLAZING GASKET EPDM M v FRAME HEAD (O.G.) 12 E2-0020 AS REQD. SETTING BLOCK EPDM c- Z o o FRAME SILL (I.G.) 12A E2-0611 AS REQD. SETTING BLOCK EPDM - H H > M rn 13 PC -1216 2/ CORNER ASSEMBLY SCREWS PHSMS CRS #12 X 1" PPH SMS p a m 1,315 SNAP IN COVER L a Q v ' LU Lu Z °° 2 --{ V) >, w co Z co 2Lu j 0,071 Z DC HAQ, m o0,87 4 0,071 1,327 uj ; w 00 J 0 3,5 Q 4,476 W FRAME SILL (O.G.) 1,847 3,5 4,5 0 FRAME HEAD (I.G.) T 4,476 o 1,315 f 1,327 O 0,067 a-- Z 2 FRAMEJAMB 0,878 aH DC W U 1,3151,8471,315 0,713} Lu o FRAME HORIZONTAL 1,283 { 55 1,30 1,196 Z 0.087 1,847 3,5 X1,087 1 O GLAZING STOP Q u_ W bm J 0,374 i 00,- 00. 2,438 POCKET FILLER R Y co 1-- 0,066 0,563 00 m Z _j V) Z vZ v 4,75 DWG #: SILL FLASHING YKKI03 SHEET: 50F 5 FEB 0 8 2018 1 Revision , City of Sanford Response to Comments GY J Buil Fire Prevention Division 8Y` M 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov W Permit # Submittal Date Project Address: Contact: Ja& N Ph:j?' Email: Y a e- G P,)eek C- C 0 Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: 4o7 General description of revision: rc.cavr[ K (, 3 S ff r S 2— ROUTING ROUTING INFORMATION Department Approvals Utilities Waste Water a Planning Engineering Fire Prevention wilding