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725 ATLANTIC BLVD #3 - INTERIOR BUILDOUT PERMIT .�.,-,4,,,,s,,\\ �" CITY OF ATLANTIC BEACH4 _ �� 800 SEMINOLE ROAD ±�', — ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 `'4JYI9r COMMERICAL ALTERATION/OTHER MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-CAAR-2260 Job Type: COMMERCIAL ALTERATION Description: commercial interior alteration for brewery Estimated Value: $78,000.00 Issue Date: 12/6/2016 Expiration Date: 6/4/2017 PROPERTY ADDRESS: Address: 725 ATLANTIC BLVD UNIT 03 RE Number: None GENERAL CONTRACTOR INFORMATION: Name: HORN BUILDERS INC Charles R. Horn, CGC058802 y Address: 12 HOPSON RD CHARLES R HORN Phone: 904-673-4860 PERMIT INFORMATION: PUBLIC WORKS: Roll off container company must be on City approved list and container cannot be placed on City Right- of-Way. (Approved: Advanced Disposal, Realco Recycling, Republic Services, Shapell's, Sunshine Recycling and Waste Pro). Full right-of-way restoration, including sod, is required. Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. FEES: PLAN CHECK FEES $196.00 BUILDING PERMIT FEE $392.00 STATE DCA SURCHARGE $5.88 STATE DBPR SURCHARGE $5.88 PERNII I IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND TIIE FLORIDA BUILDING CODES. - ud. -' ` '`I, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j _ ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 1.71-01119 BD PLAN REV. 2ND $50.00 SUBMITTAL WATER CROSS CONNECTION $50.00 Total Payments: $699.76 PERMIT IS APPROVED ONLY IN ACCORDANCE WITII AId. CITY OF ATLANTIC IIEAC11 ORDINANCES AND THE FLORIDA BUILDING CODES. oftim s" CERTIFICATE OF OCCUPANCY � y PERMANENT J131>%" Issue Date: 03/29/2017 RE Number: 171363-0000 Address: 725 ATLANTIC BLVD UNIT 03 & 15 Zoning: CG Owner: ATLANTIC-PENMAN LLC Contractor: HORN BUILDERS INC (904) 673-4860 Application Number: 16-CAAR-2260 Description of Work: commercial interior alteration for brewery Construction Type: III-B Occupancy Type: MIXED — A-2 & F-2 Approved: 1 (` 6,..... . .\ Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL la W - ov < CD m � (D 0 N � N cD o -1 m a 7 7 c 7 s m y sv o o m c�D 3 `�° Q ( n 0 z � „ o n— m" z a 3 0 c. _ co 0 D) co o 73 o D ' 3 0 a 0 3 > D) 9) < 0 „ v - C)i ~: m CDA o•Q -1 0 00 0 .. O .' O •• Cn m �_ o 0o CD in O c co v w y p. 5 co N 0 0) n C) N Z CO o ? o C� ns) C D I- c. oN I CDCT 3 --1 Q fn J 073 FV�1 p a N N y +� r cQ o y N �l 17 ZH 1W Z t.' 01 > vOOi 0 3▪ 7 co C Z N Fri 0 B p c z kCI a COrn Fu. 0Nt toN Z o0 r- To Z I - .3\ 1- e, ' Z o s 1 H scn v n o L7-.. t vIP. O3 n oom o6 c N oE�m CDo r • I Q mD y O S S Oma CD 0 0 0 0 o m W(n �, 7 7 7 7 7 • '* (1) D o -1 - (D (D Cl) N icor , fl) n) 'a Cl) rn r O o CD 0 0 0 0 0 0 0 O ✓ 3 I A A D m m 130 m 7 S 7 SD • W N (D I N !7D f7D co N P D o o v j CO CD di` o ' -diO o r N ON co N O co N v co O P O O p i O o � o S o c > 0 K O 7 C��,i�, City of Atlantic Beach APPLICATION NUMBER , :'� .�� Building Department (To be assigned by the Building Department.)^� ``� 800 Seminole Road Ito-CA f�— ao�(0� '- Atlantic Beach, Florida 32233-5445 V~ Phone (904)247-5826 - Fax(904)247-5845 //�� ositq E-mail: building-dept@coab.us Date routed: 1 V 1o1ib City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM 4fi�.S 4- O-( isVI4 '3 S Property Address: � L 1 Department review required Yes No ui in Applicant: Vkt)UN L .4al--(S t L- lanning &Zoning 7Fee-rdrin tris Project: COrarakr ��k i (1 -fid r ac' 4.'h,,n• ��blic Wow` G\ b( e'Public S. t V Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: Li'gV.p r(A o— BUILDING ('tom t'?,`02-(r 6 PLANNING &ZONING Reviewed by: '76-At 'A A Date: I 0 6 (t 6 TREE ADMIN. Second Review: I 'Approved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. Denied. Comments: Reviewed by: Date: Revised 05/14/09 S' ' CITY OF ATLANTIC BEACH sf 800 Seminole Road Atlantic Beach,Florida 32233 I-' Al ) Telephone(904)247-5800 j . .___ '-'• FAX(904)247-5845 yr ; !P REVISION RE I EST SHEET OR I ' ' CTIO " I REVIEW COMMENT Date: //A/,‘ Received by: Resubmitted: ///eG4 Permit Number: /4 -la44-e - 2.24o______ Original Plans Examiner: ,0,41-Aj Proje Name: Ai Loptrv7TG A ex,efe,14 stir-zi), Project Address: 2 2 S 4 -r„(0)7'C.-- is L(, Contractor: h),00R0 r4,„e. Contact Name: G4 uc 4 ligt,i2Ai Co. act Phone : a 73 v P Contact e-mail: GNue icS/AAA)It0 7[4,c45.Gem 'evisio r /Plan Check /Permit Fee(s) Due: $ Description of Proposed Revision to Existing Permit: ° /9'tO 72- t A-1-1-- 4 IL-7,041441 11-1)144)-1- },e * 4-11/14- £3 11.64421)t'r of 6 4-o a IA)Cls ki/av- /i f �.ay0 p -c -.7- .2,1,1-A. t,JJY$r.-- • c7tof.t a w - r r', 'A.-07 .4416.4- 7 .. ,41-,c) w -�-L- • t��p IQo%Lj - 2oa c. £.i/ -(A4 -� i..- - '7a 2-/..�.e • G.44-041,06475 nom:C— WALL- S-.7 the c - /4-cg-7744-1-- Additional IM-1_Additional Increase in Building Value: $ S.-67 - 106- Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I (print name) •-/411-0e--le---1-1-e1/2-#1) __ affirm that the above revision is inclusive of the proposed changes.c �,/ /! Art.! aef/‘ Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: Approved: Rejected: Notified by: _ Plan Review Comments: C.7 14-. -r' (SS of-`�� 4.--1— Department review required Yes No Building Planning&Zoning Plans Examiner Tree Administrator Public Works t'Z 0 2 i. ‘ Public Utilities Public Safety Date Created 4113/16 Rev.3 Fire Services • .1147 fBUILDING PERMIT APPLICATIO► © SQ . CITY OF ATLANTIC BEACH 2p16 800 Seminole Road,Atlantic Beach FL 32233 C'� A ��;il�' Office: (904)247-5826 • Fax: (904)247-5845 Job Address: 7/6'AAA 6 13/(vd 4L 5 aisteliL0 Permit .- • Legal Description S 4-724e_../4-g0 RE# 17 / 3 '3 — OOIk Valuation of Work(Replacement Cost) $-71c©c e) Heated/Cooled SF Zia_Non-Heated/Cooled ■ Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercial Residential • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes (�No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: -7-u)/ v g-to ro ;-a.G.;' S-7C7 h2 %.- Z&. 7e „ A 413:`4.3 t , -7N-e A Sricrt st: A V'O 7#110 c•.s-t, Z-41.) 1 F1(154/7 .S- rbc". Toys 0n 1- s14n-,t,c.,MO#4417 4,ew - — sR,4'1iil- _49 rzjk2 ,-i gigs 1 e r- i!3A•c.>� `4h t,a%ic.- 1aJ 1 e 'L t Zc(�S j se.). ta` 7s�t� 11/44 1CL) approvAl form Property Owner Informafio'`a.Ii 43‘441-/w�'t'�'"`v SyS j Z�LVV 3 a,.2 Name: 4td,i -P44 t,( ,C Address: 60o . so • City .0._,/ a .. State/tZip 'Z _t Phone 90 ZW-3 0BQ E-Mail /Y( ' . i `t(/{,v 4 50144 I. to l4 Owner or Agent (If gent,Power of Attorney or Agency Letter Required) hint n at VilL I WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Contractor Information: Name of Company: /440,2,1) ,$u t.+OgQ.S �itjc.; _ Qualifying Agent: CC}/4 2 .j s /2: Aka/Li i Address: ;/,2/5 57 .sa,1„/;7.ur'k�.s I. May ,4i. City SAt.440.2,3s)/i/f_ State Zip F1_, A2-2,q6 y; r Office Phone cj0,c�-2srq_ ,�r,c Job Site/Contact Number State Certification/Registration# e.(sYG cs'gt�o, _ E-Mail z'J.- L Ij 441)1i-bn. c.:61.4 Architect Name & Phone# kt 64.#44,:_x a ye- I/s- Engineer's Name & Phone# Worker's Compensation uE,y , p ��i F's`txe��/ Insurer / Lease iinploye��Lxplration Date 440-7 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 wil :•performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is nmenced within six(6)months, or if construction or work is suspended or abandoned for a period pfsix(6 months at any time after work' ..mmenced. 1 un,etand that separate permits must be secured for Electrical Work,Plumbing, Signs, Wells,Pools,Furnaces,Bo:ers,Heb • s and Air rsi.nditioners,etc. Signature of Property Owner: i, / "If / Signature of Con r. tor: '// / Before me l� ' -�%�..r. «fes this 27 Day of .. POlt( t �ffww*�y ; f!`(n Before me this r. 0 _ 'F� Valli" .:Ir'4 . Notary Public: j / NV`— Notary Public: , ~'' A:4"----1"-". • I hereby certi 2 t1�,p�,�,,jiav Spllftr hi .application and know the same to be true and correct. All provisions of laws and ordinances g caPi ' Iii$ ill be c.,plied with whether specified herein or not. The granting of a permit does not presume to gi �lr ,ti t}- Flke rlfa i the •rovisions of any other federal,state, or local law regulating construction or the performance . cA cti�phrao4128/2020 Rev. 3/14/16 9/26/2016 Detail by Entity Name (11., ,a �\,(��Y�hh FLORIDA DEPARTMENT OF STATE ` DIVISION OF CORPORATIONS .5401Z Detail by Entity Name Florida Limited Liability Company c� ATLANTIC-PENMAN, LLC ��� Filing Information \ 106Document Number L02000023679 OC\ J A FEI/EIN Number 22-3873890 Date Filed 09/12/2002 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 08/03/2012 Event Effective Date NONE Principal Address 500 SOUTH 3RD STREET JACKSONVILLE BEACH, FL 32250 Changed: 01/31/2013 Mailing Address 500 SOUTH 3RD STREET JACKSONVILLE BEACH, FL 32250 Changed: 01/31/2013 Registered Agent Name & Address DARABI, FARZIN 500 SOUTH 3RD STREET JACKSONVILLE BEACH, FL 32250 Name Changed: 08/03/2012 Address Changed: 08/03/2012 Authorized Person(s) Detail Name &Address Title MBR DICKINSON, ALAN E 2307 SAWGRASS VILLAGE DR PONTE VEDRA BEACH, FL 32082 Title MGRM DARABI, FARZIN 500 S. THIRD ST. JACKSONVILLE BEACH, FL 32250 Title MGRM http://search.sunbiz.org/Inquiry/Corporate onSearch/SearchResultDetai I?i nqui rytype=EntityN ame&di rectionType=Initial&searchNam eOrder=ATLANTIC PEN M... 1/2 July 25,2016 REGULAR COMMISSION MEETING Page 2 E.K. Cottrell 1656 Park Terrace East, spoke in reference to the Safe Routes to School project. Expressed concern about the tree canopy and feels the solutions are acceptable. Mentioned strong feedback about support for the path. Chris Jorgensen,92 W. 3" St.,mentioned the new time clock and thinks it is nice. Thanked Chief Deal for the drug bust in his neighborhood. Spoke in reference to the recent earthquake. Would like to see a test chamber built. Spoke about sonic booms. Feels as if some fine tuning needs to be done when a complaint is made from a resident about a City employee and he would like to see the individual who filed a complaint to be informed of the status. He is delighted to hear about the accomplishments of the baseball team. No one else from the audience spoke. Mayor Reeves closed the Courtesy of the Floor to Visitors. 3. Unfinished Business from Previous Meetings A. Public Hearing- 16-UBEX-101- Request for a use-by-exception as permitted by Section 24-111(c)(3 and 5), to allow on-premises consumption of alcoholic beverages in accordance with Chapter 3 of the code and limited wholesale operations at 725 Atlantic Boulevard Unit 3 and 15. City Planner Derek Reeves presented a slide show as he explained the request for a use-by-exception, the Community Development Board's recommendation to approve with conditions, and his proposed condition based on comments from the last Commission meeting. Mayor Reeves opened the public hearing. No one in the audience spoke. Mayor Reeves closed the public hearing. • Motion: Approve Use-by-Exception 16-UBEX-101 with conditions that; 0 The hours of operation be limited to 11 PM Sunday through Thursday and midnight Friday and Saturday; 2) Customers be prohibited from standing in the hallway connecting the two units; 3) That all employees must park in the rear parking lot; 4) All spent grains and other similar waste from the brewing process be stored inside the building; and 5) That the occupancy of Unit 15 be limited to 75 people or the number of people as set by the Fire Marshal, whichever is less. Moved by Stinson, Seconded by Harding Planner Reeves answered questions from the Commission. Mayor Reeves read each c• ��""• an. confirmed that the applicant agreed to the 5 conditions. ` Q 2016 Roll Call Votes: \)1 C� Aye: 5 -Harding,Hill,Stinson,Waters,Reeves Nay: 0 MOTION CARRIED 4. Consent Agenda ALL MATTERS LISTED UNDER THE CONSENT AGENDA ARE CONSIDERED TO BE 0 ROUTINE BY THE CITY COMMISSION AND WILL BE ENACTED BY ONE MOTION IN THE FORM LISTED BELOW. THERE WILL BE NO SEPARATE DISCUSSION OF THESE ITEMS. IF DISCUSSION IS DESIRED, THAT ITEM WILL BE REMOVED FROM THE CONSENT AGENDA AND WILL BE CONSIDERED SEPARATELY. SUPPORTING a Exhibit "A" Legal Description Parcel 1: A part of the Castro-Y-Ferrer Grant,Section 38,Township 2 South, Range 29 East,in the City of Atlantic Beach, Florida, and being more particularly described as follows: Commencing at the intersection of the East line of said Section 38 with the North R/W line of Atlantic Boulevard; thence South 89 degrees 13 minutes 58 seconds West, and along the North line of said Atlantic Boulevard,360.4 feet to the point of beginning;thence continue South 89 degrees 13 minutes 58 seconds West and along said R/W line, 125.09 feet; thence North 7 degrees 16 minutes 02 seconds West, 153.35 feet; thence North 1 degree 05 minutes 30 seconds West, 484.55 feet to a point in the South line of Royal Palms Unit 2A;thence South 85 degrees 37 minutes 27 seconds East and along said South line of Royal Palms Unit 2A, 276.36 feet to a point in the West R/W line of Sailfish Drive East; thence South 1 degree 05 minutes, 30 seconds East and along said R/W line, 457.71 feet; thence South 7 degrees 16 minutes 02 seconds East and along said R/W line,5.36 feet;thence South 89 degrees 13 minutes 58 seconds West, 150.0 feet; thence South 7 degrees 16 minutes 02 seconds East, 150.0 feet to the point of beginning. Parcel 2: Lot 1,Lot 2 and Lot 3, less and except the West 27.25 feet of said Lot 3,Block 16, Royal Palms Unit Two A, according to plat thereof recorded in Plat Book 31, pages 1, l A through ID of the current public records of Duval County,Florida. 0,q D a 2a�6 oo� 10/28/04 Page 32 of 32 [MORTGAGE] ;. „i„„N -----6 „, ... ,., 2 € 1 ,, v � 20�6 $ d-s.z Ob1VA33f108 0ILNV31V 'O C� 11 1 0 7Y _ — 1 ” c iiii I — •4 p • e1 •coq " I'S — o _ i -- -- c'----, Ill — i �— - aax —t-- _ a3.r� C— ( — _., B a --- --Z D_. 101_- — {— 'T.E a 10.i___--- It --4-- 1(a • e;= it y te • to . v. i. ,-r t, /1/ /fir-t. - i / -,., �� I a...,;:___________T..,,i___.. 6-,..tk --- :-, i-_ ,..., cs. • i ;; IP PIP _ _ . . U D y v ��—' - v (J a v i —i "S -, a. • ' r- �1.,Arr-o �t� p L �T. Q CAVALLA ROAD l 6. f • of 11 i • '...' p) ir NORTH BEACH CEA[TER E . j `t �-- .. •.," " Cn .U u. i ,111 CO 4 o :1ii ��ill •ty • 171 i m 11111 . ill !ii E ...... MWII D .- r ., - I LI I • FFes' 7 ;.. .:• I,., . i ; [j :11.g 'IF. j •r V I plIIIIIII ' ".;:"1 -_ • ' parr, s.raaFririt......,r: :� : I�fafi''` �.! are. ,d ;;. *= it� .��.I .� . .rte, g 11111.! , i '.1 f , .„_, . . �`' � .1I ► rE - I �' it = ,a Ili is II1I1J �: Y _Iii is ,11,..... , ra 1 1 g,r = . . , i Iasi • �- . Ef ii• !e .r 4 G . 1/4.0 S],) ? kit W h -11133 4E;:JI Ib, Exhibit "A" Legal Description Parcel 1: A part of the Castro-Y-Ferrer Grant, Section 38,"Township 2 South, Range 29 East,in the City of Atlantic Beach, Florida, and being more particularly described as follows: Commencing at the intersection of the East line of said Section 38 with the North R/W line of Atlantic Boulevard; thence South 89 degrees 13 minutes 58 seconds West, and along the North line of said Atlantic Boulevard, 360.4 feet to the point of beginning;thence continue South 89 degrees 13 minutes 58 seconds West and along said R/W line, 125.09 feet; thence North 7 degrees 16 minutes 02 seconds West, 153.35 feet; thence North 1 degree 05 minutes 30 seconds West, 484.55 feet to a point in the South line of Royal Palms Unit 2A;thence South 85 degrees 37 minutes 27 seconds East and along said South line of Royal Palms Unit 2A, 276.36 feet to a point in the West R/W line of Sailfish Drive East; thence South 1 degree 05 minutes, 30 seconds East and along said R/W line, 457.71 feet; thence South 7 degrees 16 minutes 02 seconds East and along said R/W line,5.36 feet;thence South 89 degrees 13 minutes 58 seconds West, 150.0 feet; thence South 7 degrees 16 minutes 02 seconds East, 150.0 feet to the point of beginning. Parcel 2: Lot 1,Lot 2 and Lot 3, less and except the West 27.25 feet of said Lot 3, Block 16, Royal Palms Unit Two A, according to plat thereof recorded in Plat Book 31, pages 1, 1 A through 1D of the current public records of Duval County,Florida. 4 10/28/04 Page 32 of 32 [MORTGAGE] �ir1/�J- City of Atlantic Beach APPLICATION NUMBER �� 20, Building Department a ''../1: 1-s-3 �,� (To be assigned by the Building Department.) '1 J• /1 �� 800 Seminole Road �� Atlantic Beach, Florida 32233-5445 1b—e-A A�"— ‘ (00D Phone(904)247-5826 • Fax(904)247-5845 1osii , a on qV E-mail: building-deptcoab.us Date routed: ) City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I ('Akiet t1 �__isV 1 *3/ De•aliment review required Yes No :ui .inq Applicant: %lb u iaL1.4 0,44% AC.. 'lanning &Zoning Treem � A. Project: e..0AMAIC:4 COi f ( at4trxk oivTblic W G� $1 b{ LO, n (-- Public t U ilities j Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review Receipt Date of Permit or Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS , Reviewing Department First Review: ,Approved. ['Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: /" L.---- ate: �./Vg TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 1,-,i, y; City of Atlantic Beach APPLICATION NUMBER d' Building Department �"' �'" i;--- (To be assigned by the Building Department.) r• `, 800 Seminole Road } - -r Atlantic Beach, Florida 32233-5445 ,'11 )(0—e-A A rem' aa(Ob Phone(904)247-5826 • Fax(90 )24755 i U 2015 t J,31��' E-mail: building-dept@coab.us i Date routed: 1 Q (']SII City web-site: http://www.coab.us >-• . APPLICATION REVIEW AND TRACKING FORM Property Address: I A--U-( - ( _ 134,1 3N Department review required Yes No :ui •in• Applicant: (R eLc-iae L. -lanning &Zoning Tree A•m • . • Project: C0rnMU6,(A/1 \ .r04.--fib( `ti+-t-reetion.`cPc ware G)I 10(i Public lJtilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS a /04_,I, Reviewing Department First Review: I4Approved. ❑Denied. (Circle one.) Comments: 4t ki4it zia 4 ,Lti BUILDING �`�' PLANNING & ZONING Reviewed by: /4/ Date:/�Y TREE ADMIN. Second Review: Approved as revised. ❑ enied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 -1J\�/ . City of Atlantic Beach APPLICATION NUMBER r• / 'lt,\ Building Department (To be assigned by the Building Department.) r '` 800 Seminole Road 1 (2R— 2 C • Atlantic Beach, Florida 32233-5445 J� Phone(904)247-5826 • Fax (904) 247-5845 _ // , c—UiE-mail: building-dept@coab.us Date routed: I CP. /tcl(as ( City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 7A5 cklAc BlUc1 44-3 /WS Department review required Yes No (� Building Applicant: -�(-)c( a L't(C 942 IS -LOC Planning &Zoning / ,.` 'i �' Tree Administrator Project: Corn .t"ck.k.\ \f1 r;ar a13Cra; Public Works �((�� Public Utilities -b t' 60.0 i Public Safety 411101:11 Review fee $ _ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: _ APPLICATION STATUS Reviewing Department First Review: Approved. Denied. 4 Aio,laci (Circle one.) Comments:Q BUILDING ! toa‘� AM` ...c �' ,......00i,000ip 4416 PLANNING & ZONINGMiSReviewed by:lievilitAt .�i J� Date: / Emir TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: IRE SERVICE Third Review: Approved as revised. Denied. Comments: Reviewed by. Date: Revised 05/14/09 Printing :: CR39O582 Page 1 of 1 Duval County,City Of Jacksonville Michael Corrigan ,Tax Collector Michael Corrigan, Tax Collector 231 E.Forsyth Street Jacksonville,FL 3_20_, Duval County/City of Jacksonville Comments - taxcollector@coj.net • General Collection Receipt Inquiries - (904)630-1916 www.coj.net/tc Account No:CR390582 Date: 11/10/2016 Time: 11:26:25 User:Groff,James Location: P03 Clerk: NJS FIRE MARSHALL FEE FOR SERVICES PROVIDED Transaction 0698378 Name:Horn Builders Address: 11215 St.Johns Industrial Parkway North Jax F • Description:CR for review of Atlantic Beach 16-CAAR- TranCode I IndexCode I SubObject I GLAcct I SubsidNo I UserCode I Project I ProjectDtl I Miscellaneous 701 I FRFP159F1 134222 I ( I I I I Item: CR - CR390582 Receipt 0698378.0001-0001 150.00 Total Paid 150.00 CHECK 051476 150.00 � l/,VC) Total Tendered 150.00 n i n" Paid By: HORN BUILDERS INC A4111/44116/4 ,1,�L,4 Thank You Total Due:$150.00 owui.r4., City of Atlantic Beach APPLICATION NUMBER I-, iltfr: \� Building Department C I: j (To be assigned by the Building Department.) 1 A `• 800 Seminole Road ECU-VI:: _ 75--40 s? Atlantic Beach, Florida 32233-5445 1 )b C A A it— . (010 Phone(904)247-5826 • Fax(904)2 849CT 1 0 2016 1o //b E-mail: building-deptcoab.us Date routed: ,O City web-site: http://www.coab.us BY. APPLICATION REVIEW AND TRACKING FORM ,,1 ,. ,, 'Jj CS Property Address: 1 ft4 L r{1 L 6V14 ?/ Department review required Yes No :ui .in. Applicant: lip 1(\ caUC .6,1.{S i L.- Tanning &Zoning Tree L OM . . Project: Cormrt.%ev-6,co 1 fl -fid r a[}t,,i0A: c w f 1 bi t.). -( 1 Public . Public Safety Fire Services Review fee $ Jr" Dept Signature i`'"\ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: -1 ^ 11'1"`" Date: /o/f�•4 b TRE DMIN. Second Review: A roved as revised. ❑ pp ❑Denied. WOR Comments: Aorefr : PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 , e;' CITY OF ATLANTIC BEACH a sl1 4 s PUBLIC UTILITIES '� ,'-- 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 le "J�3 � (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: /0-/3 -/(o Project Address: 725- 14177, \yri G 731 t 3i- �S No.of Units: 2 Commercial /Residential Multi-Family New Water Tap(s)&Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# 149- CAigt2 - 224,0 Water System Development Charge $ cW403744.1. 2 I': rneroe.• wait Sewer System Development Charge $ , l-'/2 .- .-rePC Water Meter Only $ No Sp c eAgetept-3S Reclaim Meter Only $ Water Meter Tap $ CoN0tirs . (notes) Sewer Tap $ Cross Connection $ S1),00 Other $ TOTAL $.SD, v0 APPROVED: Kavle Moore.PE (Deputy PW Director or Authoriza57knature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED -411k CITY OF ATLANTIC BEACH PUBLIC UTILITIES !"'14;" 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 J;31>`' (904) 270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: /0-/0 Project Address: 7Z5— 2 4)0 3' 4---t1iS No. of Units: 2 Commercial /Re ''ential Multi-Fam' New Water Tap(s)&Meter(s) Meter Size(s) 2 " New Irrigation Meter Upgrade Existing ; er from to (size) New Reclaim Water Meter Size N Connecta. to City Sewer Name: • Applicant Address: City: State: ip Phone Number: = Cell Number. Email Address ax: Signature: (Ap icant) CITY STAFF U'E ONLY Application#J(o— 64 I .- • •a Water System Development barge ', . #0 D!F f64,9 Sewer S em Development arge $ /Y 773. DO Water Mete • y $ j " V!c� �A— Reclaim Meter C $ � � Water Meter Tap $ 3O5 O (notes) Sewer Tap Cross Connection ~ , So. Oa Other TOTAL $ld37e?cv APPROVED: Kavle Moore,PE ' ‘^--- (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED 4, ._________ Design No..U419 Nonbearing Wall Ratings—1,2,3 or 4 Hr(See Items 3&4) For Number or Layers -•0. CANADIAN GYPSUM COMPANY-1/2 in.thick Type C, 4 Type and Hourly Ratings IP-X2 or IPC-AR;WRC,5/8 in.thick AR,C,IP AR,IP-Xl, See Item 4 IP-X2,IPC-AR,SCX,SHX,WRX or WRC;3/4 in.thick Type IP-X3,ULTRACODE,ULTRACODE SHC or ULTRACODE WRC. UNITED STATES GYPSUM CO-1/2 in.thick Type C,IP-X2, IPC-AR or WRC;5/8 in.thick Type WR e SCX,SHX, X IP-X1, AR,C,WRC,PRX-G,IP-AR,IP IPC AR;3/4 in.thick Type 0 0 IP-X3,ULTRACODE,ULTRACODE SHC or ULTRACODE /ry , ® V WRC. L USG MEXICO S A DEC V—1/2 in.thick Type C,IP-X2, ' IPC-AR or WRC;5/8 in.thick Type AR,C,'I'-AR,IP-Xl,IP-X2, 1. Floor and CeilingRunners— (Not shown)—Channel shaped,fabri- IPC-AR,SCX,SHX,WRX,WRC or;3/4 in.thick Type IP-X3, ULTRACODE,ULTRACODE SHC or ULTRACODE WRC. cated from min 25 MSG(min 20 MSG when Item 4A is used)corrosion- 4A. Gypsum Board*— (As an alternate to Item 4)—5/8 in.thick gypsum protected steel,min width to accommodate stud size,with min 1 in. panels,installed as described in Item 4 with Type S-12 steel screws.The long legs,attached to floor and ceiling with fasteners 24 in.OC max. length and spacing of the screws as specified under Item 5. 2. Steel Studs— Channel shaped,fabricated from min 25 MSG.(min 20 • CANADIAN GYPSUM COMPANY—Type FRX MSG when Item 4A is used)corrosion-protected steel,min width as UNITED STATES GYPSUM CO—,f ype FRX indicated under Item 4,min 1-1/4 in.flanges and 1/4 in.return,spaced 4B. Gypsum Board*-- (As an alternate to Items 4 and 4A)—5/8 in. thick,2 ft wide,tongue and groove edge,applied horizontally as the a max of 24 in.OC.Studs to be cut 3/8 to 3/4 in.less than assembly outer layer to one side of the assembly.Secured as described in Item 5. height. Joint covering(Item 7)not required. 3. Batts and Blankets*— (Required as indicated under Item 4)—Min- CANADIAN GYPSUM-COMPANY—Type SHX. eral wool batts,friction fitted between studs and runners.Min nom UNITED STATES GYPSUM CO—T a SHX. ut thickness as indicated under Item 4.See Batts and Blankets(BKNV or USG MEXICO S A DE C V—Type SHX. BZJZ)Categories for names of Classified companies. 5. Fasteners— (Not shown)—Type S or 5-12 steel screws used to attach 3A. Batts andCBlonkstfo (Optional)—Placed in stud cavities,anyglass panels to studs(Ifem 2)or furring channels(Item 6).Single layer sys- 3A. -terns:1 in.long for 1/2 and 5/8 in.thick panels or 1-1/4 in.long for fiber or mineral wool insulation bearing the UL Classification Marking 3/4 in.thick panels,spaced 8 in.OC when panels are applied horizon- as to Surface Burning Characteristics and/or Fire Resistance.See Batts tally,or 8 in.DC along vertical and bottom edges and 13 in.OC in the 460 and Blankets(BKNV or BZJZ)Categories for names of Classified corn- field when panels are applied vertically.Two layer systems:Pirst layer- prudes. 1 ii5'.•long for 1/2-and 5/8 in.thick panels or 1-1/4 in.long for 3/4 in. 4. Gypsum Board*—'Gypsum panels with beveled,square or tapered thick panels,spaced 16 in.OC.Second layer-1-5/8 in.long for 1/2 in,, edges,applied vertically or horizontally.Vertical joints centered over thick panels or 2-1/4 in.long for 3/4 in.thick panels,in• spaced 16 studs and staggered one stud cavity on opposite sides of studs.Vertical in.OC with screws offset 8 in.from first layer.Three-layer systems: joints in adjacent layers(multilayer systems)staggered one stud cavity. First layer-lin.long for 1/2 in.,5/8 in.thick panels,spaced 24 in.Q . Horizontal joints need not be backed by steel framing.Horizontal edge Second la er 1-5/8 in.longfor 1/2 in.,5/8 in.thick panels,spahed 24 joints and horizontal butt joints on opposite sides of studs need not be y staggered.Horizontal edge joints and horizontal butt joints in adjacent in./8 i Third layer 2-1/4 m.long for 1'/2 in. 12 in.thick panels or layers(multilayer systems)staggered a min of 12 in.The thickness and 2-5/8 n.long for.5/8 in.thick panels,spiced 12 in.OC.Screws offset number of layers for the 1 hr,2 hr,3 hr and 4 hr ratings are as follows: min 6 in.from layer below. els,Four-layer systems:First'layer-1 in.'king Wallboard Protection on Each Side of Wall for 1/2 in:,5/8_in.thick panels,spaced 24 in.OC.Second layer- 1-5/8 in.long for 1/2 in.,5/8 in.thick panels;'spaced 24'in.OC.Turd layer- Rating Min Stud No.of Layers Min Thkns 2-1/4 in.long for 1/2 in.thick panels or 15/8 in.long for 5/8 in:thick Depth drThkns of Insulation panels,spaced 24 in.OC.Fourth layer-2-5/8 in.long for 1/2 in. thick of Panel (Item 3) panels or 3.in.long for 5/8 in.thick panels,spaced 12 in.OC.Screws 1 3-1/2 1 layer,5/8 in. Optional offset min 6 in.from layer below. thick 6. Furring Channels— (Optional,not shown,for single or double layer 1 2-1/2 1 layer,1/2 in.. . 1-1/2 in. systems)_'Resilient furring channels fabricated from min 25 MSG thick. . corrosion-protected steel,spaced Verticallya max of 24 in.OC.Flange 1 1-5/8 1 layer,3/4 in. Optional portion attached to each intersecting studwith 1/2 in..long Type S-12 thick • steel screws.Not for use with Item 4A. 21-5/8 2 layers,1/2 in. Optional 7. Joint Tape and Compound— Vinyl or casein,dry or premixed joint thick, cotnppound.applied in two coats to joints and screw heads of outer lay- 2 1-5/8 2 layers,5/8 in. Optional ers.PaPer tape,nom 2 in.wide,embedded in first layerof compound think over all joints of Outer layer panel$.Paper tape and joint Compound 2 .31/2 1 layer,3/thick in.• maybe*milted when gypsum panels are supplied with a square edge., 3 1-5/8 3layers,l/2 in. Optional 8. Sidng,Brick or Stucco— (Optional,not Shown)—Aluminum,vinyl thick or steel siding,brick veneer or stucco,meeting the requirements of 3 1-5/8 2 layers,3/4 in. Optional local code agencies,installed over gypsum panels.Brick veneer thick " attached to:studs with corrugated metal wall ties attached to each stud 3 1-5/8 3 layers,5/8 in. Optional with steel screws,not more than each sixth course of brick. thick 9. Caulking and Sealants*- (Optional,not shown)—•A bead'of alcotis- 4 • 1-5/8 4 layers,5/8 in. Optional tical sealant applied around the partitionerimeter for sound control. thick UNI'T'ED STATES GYPSUM CO—Type AS 4 ' 1-5/8 ,4 layers,1/2 in. Optional *Bearing the UL Classification Ma ' , ' ' thick • • 4 2-1/2 2la • yers,3/4 in. 2 in. . // Fi thick V �� ,� Pp)/• z 1117/2016 BXUVV449- Fire-resistance Ratings-ANSI/UL 263 BXUV - Fire Resistance Ratings - ANSI/UL 263 4110 BXUV7 - Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada See General Information for Fire-resistance Ratings -ANSI/UL 263 See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. V449 March 31, 2016 Non-Bearing Wall Rating-2 hr. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or clIL Certification (such as Canada), respectively. 602-146C • �+ r • ' r { i 2 t+ • Arrrrr MI • � i t, ,w.1 • • • 1. Floor and Ceiling Runners-(Not Shown)—Channel shaped, fabricated from min 25 : MSG corrosion-protected steel,ricin width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. I A. Framing Members* —Floor and Ceiling Runner-Not Shown—In lieu of Item 1 —For use with Item 2A,proprietary channel shaped runners, min 3-1/2 in. wide with 1-1/4 in. long legs fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO—Viper20TM Track •• ,. • MARINO/WARE, DIV OF WARE INDUSTRIES.INC—.Viper20TM Track • I http://database.ul.com/cqi-bin/ulweb/LISEXTl1FRAM E/FireResistanceWizard html?utm source=ulcom&utm medi um=wehRutm camnainn=firawi7arritt 1/e I 11/7/2016 BXUV.V449-Fire-resistance Ratings-ANSWL263 I B. Framing Members* — Floor and Ceiling Runners—(Not Shown)—As an alternate to Item 1 - For use with Item 2B,channel shaped, min 3-1/2 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners 24 in. OC. max. • CLARKDIETRICH BUILDING SYSTEMS—CD ProTRAK • • DMFCWBS L L C—ProTRAK MBA METAL FRAMING — ProTRAK RAM SALES L L C—Ram ProTRAK STEEL STRUCTURAL PRODUCTS L L C—Tri-S ProTRAK • IC. Framing Members* —Floor and Ceiling Runner—Not Shown—In lieu of Item 1 —For'use with Item 2C;proprietary channel shaped runners;min 3-1/2 in. wide with 1-1/4 . in. long legs fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. • TELLING INDUSTRIES L L C —Viper20TM Track • ID. Framing Members*—Floor and'Ceiling Runners—(Not Shown)—As an alternate to Item 1 - For use with Item 2D, channel shaped,min 3-1/2 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners 24 in. OC. max. TELLING INDUSTRIES L L C—TRUE-TRACKTM • • 2. Steel Studs—Channel shaped, fabricated from min 25 MSG corrosion-protected steel, 3- 1/2 in. min width, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. • 2A. Framing Members*—Steel Studs—Not Shown—In lied of Item 2 '—Vol' use with Item'l A, proprietary channel shaped steel studs,'1-1/4 in. deep by min 37'1/2 ifi. niin width fabricated froth min 0.020 in. thick galv-steel. Studs cut 3/8 to 3/4 ih. less in length than assembly height. • CALIFORNIA EXPANDED`METAL`PRODUCTS'CO — Viper20TM MARINO/WARE, DIV OF WARE INDUSTRIES INC—.Viper20TM • http://database.ul com/cgi-birVulweb/LISEXT/1FRAME/FireResistanceVVizard.htmPutm source=ulcom&utm medium=web&utm camoaion=firewizard# 2/4 11/7/2016 BXUVV449-Fire-resistance Ratings-ANSI/UL 263 • • 2B. Framing Members* —Steel Studs—As an alternate to Item 2—For use with Item �• 1 B, channel shaped studs, min 3-1/2 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. • CLARKDIETRICH BUILDING SYSTEMS—CD ProSTUD • DMFCWBS L L C — ProSTUD • • • MBA METAL FRAMING —ProSTUD RAM SALES L L C — Ram ProSTUD STEEL STRUCTURAL PRODUCTS L L C—Tri-S ProSTUD. • • . • . • • 2C. Framing Members* —Steel Studs—Not Shown—In lieu of Item 2—For use with Item 1C, proprietary channel shaped steel studs, 1-1/4 in. deep by min 3-1/2 in. min width fabricated from min 0.020 in. thick galv steel. Studs cut 3/8 to 3/4 in. less in length than assembly height. TELLING'INDUSTRIES L L C-Viper2OTM • 2D. Framing Members*—Steil(Studs=As an alternate to Item 2—For use with Item 1D, channel shaped studs, min 3-1/2 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. TELLING INDUSTRIES L L C TRUE-STUDTM 2E. Framing Members*=Steel Studs—As an alternate to Item 2 For use with Item 1 A (3-5/8 in. wide track), channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, 1-1/4 in. wide by 3-5/8 in. deep, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in..less than assembly height. MARINO/WARE, DIV OF WARE INDUSTRIES INC_ tud?.iteTM ' . , 3. Gypsum Board*—5/8 in. thick,4 ft wide with beveled, square or tapered edges. Applied vertically with joints centered over studs and staggered between layers. • http//database.ul com/cqi-bin/ulweb/LISEXT/1FRAME/FireResistanceWizard.html?utm source=ulcom&utm madium=wehRutm ramnainn=firawi7arrt# a/d a 1117/2016 BXU V V449-Fire-resistance Ratings-ANSI/UL 263 NATIONAL GYPSUM CO—5/8 in. thick Type FSK, FSL, FSW, FSW-3, FSW-8, FSMR- . C, SoundBreak XP Type X Gypsum Board 3A. Gypsum Board* —(As an alternate to 5/8 in. Type FSW in Item 3)—Nom. 5/16 in. thick gypsum panels applied vertically. Two layers of 5/16 in. for every single layer of 5/8 in. gypsum board described in Item 4. Horizontal joints on the same side need not be staggered. Inner layer of each double 5/16 in. layer attached with fasteners, as described in item 4, spaced 24 in. OC. Outer layer of each double 5/16 in. layer attached per Item 4. NATIONAL GYPSUM CO—Type FSW 4. Fasteners—(Not Shown)—For base layer, 1-1/8 in. Type S screws used to attach panels to studs, spaced 8 in. OC. around perimeter and 12 in. OC. in field. Second layer, 1-5/8 in. long Type'S screws spaced 12 in. OC: around perimeter and 12 in. OC. in field. Second layer screws staggered 6 in. OC. from base layer. Face layer, 2-1/4 in. Type S screws spaced 8 in. OC. around perimeter and 12 in. OC. in field. Face layer perimeter screws staggered 1 in. OC. from second layer and staggered 6 in. OC. in field. . 5. Joint Tape and Compound —Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer panels. • • . • • • * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2016-03-31 • • • . • I • • • • • httn'///iatahaceidrnm/rni_hin/dwah/IISFXT/1 FRAM F/FiroRccict�nrclNlvnrrlhtn,I?,.frn A/A 11/8/2016 BXUV.G586-Fire-resistance Ratings-ANSI/UL 263 BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - CAN/ULC-S 101 Certified for Canada Design No. G586 January 19, 2016 Unrestrained Assembly Rating—2 Hr This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used—See Guide BXUV or J3XUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. • • I 3 Ir 5 ) g Lk.F Rite 0 4 ; 1. Supporting Structure —Suitable point of attachment for Hanger Wire (Item 2). htta://database.ul.com/coi-bin/uIweh/I ISFXT/1 FRAM E/FirPRocic}anroWivarA 11/8/2016 BXUV.G586-Fire-resistance Ratings-ANSI/UL 263 2. Hanger Wire— Min. 8 gauge steel wire, hung from holes punched in C-Channel (Item 3). Hanger wire spaced nominally-24_in. OC. . 3. C-Channel—C Shaped Steel channel, min 6 in. deep. Channels fabricated from minimum No. 25 MSG galv steel with minimum 1-1/4" legs. 4. J-Track— "J" shaped track fabricated from minimum No. 20 MSG galv steel, min. 4 in. wide with unequal legs of 2 in. and 1 in. Used to support C-T Studs (Item 4). Secured to both sides of C-Chancel (Item 3)and edges of adjacent wall assembly so that 2 in. leg is on top • and 1 in. leg on bottom (facing finished gypsum side of ceiling), flush with bottom leg of C- Channel (Item 3). J-Track secured to C-Channel and wall assembly with 1/2 in. Type S screws spaced 24 in. OC along centerline of J-Tracks. Where J-Tracks form a butt joint, screws placed at both top and bottom of both sides of butt joint. • 5. Steel Studs— "CT" shaped studs, nominal 1-1/2 in. wide by min 4 in. deep, fabricated from min. No. 20 MSG galv steel. Studs fit into J-Track(Item 4)and fastened at top and bottom with 1/2 in. Type S screws. "T" shaped section of studs face upward for installation of Gypsum Board liner panels (Item 6). "C" shaped section of studs face downward for attachment of Gypsum Board (Item 7). Bottom screws fastened through bottom leg of J-Track into stud. Top screws fastened through top of studs into top leg of J-Track. Maximum unsupported length of studs not to exceed 96 in. • • • 6. Gypsum Board* — 1 in. thick gypsum wallboard liner panels, supplied in nom. 24 in. widths..Panels cut 1 in:less in length than the J=Track to J-Track(Item 4).spading.:Long . •' edges of panels:inserted its "T"shaped section of C-T studs. Corners of panels secured to J- OTrack (Item 4) with 1-5/8 in Type S Screws. NATIONAL GYPSUM CO—Types FSW, FSW-7 • • 7. Gypsum Board*—5/8 in. thick, 4.ft wide, applied in three layers. Base layer attached with long dimension perpendicular to direction of studs.(Item 5)with 1 in. Type S screws spaced 12 in. OC, starting 1-1/2 in. from side joints. Butt joint screws 1/2 in. from joint edge. Second layer:attached with long dimension perpendicular to direction of studs.,(Item 5)with side joints staggered minimum 24 in. from base layer, Second,layer.attached with 1-5/8 in. Type S screws 12 in. OC starting 1-1/2.in. then:6:in. from side,joints. Butt joint screws 1/2 in. from joint edge and staggered minimum 24 in. from base layer. Face layer attached with long dimension parallel to direction of studs (Item 5) with 2-1/4 in.,Type S screws spaced 12 in. O( starting 1/2 then 3 in,.from butt joints. Side joint screws 1-1/2 in. from joint edges. NATIONAL GYPSUM CO—Type FSW-C 8. Mineral Wool* —Nominal 2 in. thick by 6 in wide pieces of mineral wool glued to. surface of Gypsum Board (Item 6) on both sides and across full length of C-Channel (Item 3) with c•onstruction adhesive (Item 9) • 9. Adhesive—Any construction grade adhesive. Applied with single dab at center of each 24 in. wide gypsum panel (Item 6). Mineral wool (Item 8) secured over adhesive. 10. Joint Ta ieand Compound-(Not shown)`Face layer joints Covered with 2 layers joint compound and paper ormesh tape (embedded in first layer joint compound). Screw,heads . covered with joint compound. , httn'//riatahacp nl rrun/rxli-hiNnlwahfl ISMiTf1FPMAF/ri,oAoc;eo • System No. W-L4001 • (Formerly System No.147) 11:1) . F Tangn—1,—2,3 2 34 Hr and 4 Hr(Seeee s 2 and Item 3)3) T Ratings—0, • L L Rating At 400 F AmbientAt les— s than t 1 CFM/sq ft ft 1 ii © . . IF 4 '7.. €11 lir SECTION A–A .1. Wall Assembly— The L 2,3 or 4 hr fire-rated gypsum wallboard/ stud wall assembly shall be constructed of the materials and in the manner described in the individual 1.1300 or U400 Series Wall or Parti- . tion Designs in the UL Fire Resistance Directory and shall include the 'following construction features: A. Studs— Wall framing may consist of either wood studs(max 2 h fire rated assemblies)or steel channel studs.Wood studs to consist of nom 2 by 4 in.lumber spaced 16 in.OC with nom 2 by 4 in.lumber end plates and cross braces.Steel studs to be min • 3-5/8 in.wide by 1-3/8 in.deep channels spaced max 24 in.OC. . . 13. Gypsum Board*— Nom 1/2 or 58 in. .thick, ck,oad 4 t.wide winessthh square or tapered edges.The gypsum number of layers,fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory.Max diam of opening is 13-1/2 in. 2. Pipe or Conduit— Nom 12 in.diam(or smaller)Schedule 10(or • heavier)steel pipe,nom 12 in.diam(or smaller)service weight(or heavier)cast iron soil pipe,nom 12 in.diam(or smaller)Class 50(or heavier)ductile iron pressure pipe,nom 6 in.diam(or smaller)steel conduit,nom 4 in.diam(or smaller)steel electrical metallic tubing, non%6 in.diam(or smaller)Type L or(or heavier)copper tubingporr • nom 1 in.diam(or smaller)flexible steel conduit.When copper pipe is used,max F Rating of firestop system(Item 3)is 2 h.Steel pipes or conduits larger than nom 4 in.diam may only be used in walls con- structed using steel channel studs.A max of one pipe or conduit is permitted in the firestop system.Pipe or conduit to be installed near center of stud cavity width and to be rigidly supported on both sides of wall assembly. 3. Fill,Void or Cavity Material*—Caulk— Caulk fill material installed . to completely fill annular space between pipe or conduit and gypsum wallboard and with a min 1/4 in.diam bead of caulk applied to perim- eter of pipe or conduit at its egress from the wall.Caulk installed sym- . metrically on both sides of wall assembly.The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed,as shown in the following table.The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assem- • bly in which it is installed,as tabulated below:MarT Annular P orC Pipe Space Rating Rating n In. Hr Hr Dieam l"n'. Oto 3/16 l or 2 0+,l or 2 1 1/4to1/2 3or4 3or4 Otol-1/2 lor2 0 4 1/4to1/2 3or4 0 6 12 3/16to3/8 lor2 0 +When copper pipe is used,T Rating is 0 h. . 3M COMPANY—CP 25WB+. 'Bearing the UL Classification Mark System No. W-L-1284 F Ratings—1 and 2 Hr(See Item 1) T Rating—1/4 Hr —A �A © I� II 3 p A • IIi1 l9 Section A-A 1. Wall Assembly— The 1 or 2 h fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the fol- lowing construction features: A. Studs— Wall framing may consist of either wood studs or steel channel studs.Wood studs to consist of nom 2 by 4 in.lumber spaced 16 in.OC.Steel studs to be min 3-1/2 in.wide and spaced max 24 in.OC. • B. Gypsum Board*— 5/8 in.thick,4 ft wide with square or tapered edges.The gypsum board type,thickness,number of lay- ers,fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory.Max diam of opening is 8 in. The hourly F Rating of the firestop system is equal to the hourly assembly rating of the wall assembly in which it is installed. 2. Through Penetrants— One metallic pipe,conduit or tube to be installed eccentrically or concentrically within the firestop system.The annular space between the pipe,conduit or tubing and edge of through • opening shall be min 0 in.to max 1-3/8 in.Pipe,conduit or tubing to be rigidly supported on both sides of the wall assembly.The following types and sizes of metallic pipes,conduits and tubes may be used: A. Steel Pipe— Nom 2 in.diam(or smaller)Schedule 10(or heavier)steel pipe. B. Conduit— Nom 6 in.diam(or smaller)rigid steel conduit. C. Conduit— Nom 4 in.diam(or smaller)steel electrical metallic tubing. D. Iron Pipe— Nom 6 in.diam(or smaller)cast or ductile iron pipe. E. Copper Tubing— Nom 4 in.diam(or smaller)Type L(or heavier)copper tubing. F. Copper Pipe— Nom 4 in.diam(or smaller)Regular(or heavier) copper pipe. 3. Fill,Void or Cavity Material*—Caulk— For 2 h F Rating,min 1-1/4 in.thickness of fill material applied within the annulus,flush with both surfaces of the wall.For 1 h F Rating,min 5/8 in. thickness of fill mate- rial applied within the annulus, flush with both surfaces of the wall.At the point contact location between the pipe and wall,a min 1/2 in. diam bead of fill material shall be applied at the wall/pipe interface on both surfaces of the wall. GENERAL ELECTRIC CO SILICONE PRODUCTS DIV—GE 6701 Intumescent.Sealant "Bearing the UL Classification Mark • • System No. W-L-2098 • F Ratings—1 and 2 Hr(See Item 1) T Ratings—1 and 2 Hr(See Item 1) L Rating At Ambient—Less Than 1 CFM/Sq Ft L Rating At 400 F—4 CFM/Sq Ft rIA 'v r•-•A i.I.': _ IB, -.A I. • SECTION A-A 1. Wall Assembly— The fire-rated gypsum wallboard/stud wall assem- bly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construc- tion features: A. Studs— Wall framing may consist of eithef wood studs or steel channel studs.Wood studs to consist of nom 2 by 4 in.lumber spaced 16 in.OC.Steel studs to be min 2-1/2 in.wide and spaced max 24 in.OC. • B. Gypsum Board"— 5/8 in.thick,4 ft wide with square or tap- pered edges.The gypsum wallboard type,thickness,number of layers,fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design.Max diam of opening is 4-3/8 in. The hourly F and T Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants— One nonmetallic pipe installed within the fir- estop system.Pipe to be rigidly supported on both sides of floor or wall assembly.The space between pipe and periphery of opening shall be min 3/4 in. to max 1-1/4 in. Pipe to be rigidly supported on both sides of the floor or wall assembly.The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride(PVC) Pipe— Nom 2 in.diam(or smaller) Schedule 40 PVC pipe for use in closed(process or supply)pip- ing system. B. Chlorinated Polyvinyl Chloride(CPVC) Pipe— Nom 2 in. diam(or smaller)SDR17 CPVC pipe for use in closed (process or supply)piping systems. 3. Fill,Void or Cavity Materials*—Sealant— Installed to completely fill the annular space between the pipes and gypsum wallboard on both sides of wall. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—FS611A or FS-One Sealant (Note: L Ratings apply only when FS-ONE Sealant is used). 'Bearing the UL Classification Mark • ? 3 /a. i';�R -- At C■HSI.! Fire Door 7301 Elevation Data Sheet Order Number: QRS133977 (ft.-in.) (mm) Customer:ALDOR A Tension Side 7" 178mm DOOf Size:16'0"x 10'0"/(4877mm x 3048mm) Drive Side:RH . Quote Number:QRS133977 Mounting:Interior Drive Side 8" 203mm Job Name:Horn Bldrs Jamb Type:Steel C Headplate 17" 432mm P.O.#: Door Gauge:22 Gauge D Headroom 21" 533mm Door Quantity:l Cyclage:20000 E Backroom 18" 457mm wndlocks:None Left Guide:HRS F Top of Bracket 11'7" 3531mm Operation:Chain Hoist Right Guide:HRS Pre Load:5/8 Curtain Color:(Non Coil/Coil)Gray/Gray N Opening Height 10'0" 3048mm zroeew - E - lr E • D • . i •• . :- i ;4.,, , . • -ii• C •--t-.--_-- . _ . � i1 • ._.______________________ y' I 1 . . ;:i . ... . ._ .., F - _ - :i( __I : ____. 7.-7.77.7'7.___%.7=7—....,7.-..:.===::_-_77-:7, ii : F _._._.__. -I Tool Marcie-,1 N ! Miscellaneous Notes • UL3 Hour — • Check all dimensions and headroom requirements,for conflicts please contact customer service Issue Date.11/4/2016 0 i 111) mine C.fl.',2121 Fire Door 7301 Details Data Sheet Order Number: QRS133977 Slat Bottom Bar F2.7 Hood 231! ',� 1, tot Headplates Bahl! 0 0 G.m �a0 'p sbo Carr a I Ob . .07. 5..•— —LI I I:I 1 p Fraay cera n 4t M • Tension Side Drive Side ak E"Guide "E"Guide .s.,-..., K -- - i sre,.m., - a\\\\\\\\\\\v (ft.-in.) (mm.) ' H H I �� G"X"Dimension 16'8-3/8" 5090mm ,4- _ ! , , ; H Guide Clearance 5" 127mm 34' J Guide Side Clearance 4-3/16" 106mm J L _ J _ , K Rough Opening Width 16'0" 4877mm - G - L Guide To Guide 16' 1/2" 4890mm 'Critical:'G'-("X"Dimension)Must Be Held Automated Sample Landscape pg.2 Check all dimensions and headroom requirements,for conflicts please contact customer service Issue Date-11/4/2016 I 411, a p Iii) C �N H I Specification Sheet Series Order Number:(QRS133977 I Rolling Steel 7301 Curtain: Interlocking curtain slats roll-formed from galvanized steel.Lateral slat movement and curtain wear controlled by galvanized malleable cast endiocks fastened to every other slat.Flat slats(FS)cover 2-3/4"high by 5/8"deep. Bottom Bar. Fabricated from steel angles bolted back to back.Tubular bottom astragal optional. Guides: Fabricated from three(minimum 3/16")structural steel angles painted black and bolted together to form guide channel.Guide angles include curtain stops and flared guides.Hot dipped or cold sprayed galvanized guides(Optional). Headplates: Headplates for mounting curtain,hood and barrel assemblies fabricated from minimum 114"steel plate.Drive side of barrel to be provided with precision sealed ball bearing in cast iron housing. Barrel: Fabricated from minimum 4-1/2"O.D.pipe.Deflection under full load not to exceed 0.03"per ft.of span.Barrel provided with threaded rings or lugs welded to the barrel assembly for curtain attachment. Springs: Helical wound torsion spring assemblies are grease packed and designed for a minimum 20,000 cycles of operation as standard. Hood: Fabricated from minimum 24 gauge galvanized steel sheet shaped to fit within the headplates.Intermediate hood support(s)furnished as required. Locking: Manual push-up doors furnished with interior slide bolt locks with padlock provision standard.Chain hoist operated doors furnished with chain hoist keeper suitable for padlocking- operation: Manual push-up,chain hoist(standard)or motor operation.(Simple test feature not available on manual push-up doors.) 0 Releases: 165-degree fusible links rovided standard).Fail-safe time delay releasees unQke detector audible and yiyglwami devises T�`r' speed reg ed by al or viscous governor.Cbgsiog fo�e between 6"to 24" �– �� )_using Finish: Curtain slats and hood are hot-dipped - —Per end per NFPA 80. galvanized,per ASTM A653 A,with baked on epoxy primer and polyester finish coat available(dependent on gauge)grey,white,tan,brown,galvanized orppowder coating(optional).Guides and headplates painted black.Bottom bars to be painted black or galvanized.' Warranty: Manufacture's standard 5 year from date of plant shipment against defects in materials or workmanship.(Spring wire one year.) Installation: C.H.I.Roiling Steel Doers shall be installed and adjusted according to C.H.I.assembly instructions by trained door service technicians.N. FPA 80 and model groups,mandate annual inspection and d testin of fire doors to check for ro g p per operation and full closure. '� General: REQUIREMENTS The basic standard used to investigate products in this category is ANSI/UL 10B,"Fire Tests of Door Assemblies." y 6.(1 GUIDE INSTALLATION: Fasteners for mounting guides are supplied by C.H.I. ,,, STEEL JAMBS DETAIL VIEW FASTENER SUPPLIED DRILL SIZE TAP SIZE, 1/2" x 1-1/4" Hex Head 29/64" Drill N/A Thread Cutting Screws ✓Galvanized Washer "Hex Bolt 3/4"-10 Bolt 1/32" Drill 3/4-10 UNC CONCRETE/ FILLED BLOCK DETAIL_ VIEW FASTENER SUPPLIED DRILL SIZE ; NOTES Do not drill holes 1/2" Sleeve Anchor 1/2" Drill closer than 4" to 3/4" Sleeve Anchor 3/4" Drill the edge of any /Sleeve Type Expansion Anchor masonry. ✓Galvanized Washer 110 HOLLOW' BLOCK/SOFT BRICK JAMBS DETAIL VIEW FASTENER SUPPLIED DRILL SIZE r NOTES 114 -Do not drill holes closer than 4" to the edge of any 1/2" Thru Bolts 1/2" Drill masonry. 3/4" Thru Bolts 3/4" Drill d'4 x4 Crush Plate -Required: ✓Hex Nuts 4"x 4"Crush ✓Thru Bolt Plates under ./Galvanized Washers nut on opposite side of wall. SHEETROCK JAMBS ' DETAIL VIEW _-_. _•____-___ STEELSTUD WOOD STUD Minimum Two Layers 5/8"Sheetrock I-3/8"x 3-5/8. x14 2" x 4".2" x 6". or gauge minimu I 2" x 8" r �- • Drill 11/32" / Drill 1/4" Pilot Pilot Hole Hole Between.1amb\1) Itlli ,/3/8"-16 x 2„ Type, T / 1/2" x 3" Hex Face of w,11 MountHex Head Tapping Head, Lag Screw Screw _ re READ AND BE SURE THAT YOU COMPLETELY UNDERSTAND ALL OF THE STEPS AND WARNINGS AS OUTLINED PRIOR TO BEGINNING INSTA T PAGE 2 Lia .ON 6.I Guides are shipped assembled and consist of a wall angle (the longest angle), back guide 4110 ' angle and front guide angle (See Guide Basics). 6.2 The existing jamb will determine the door guide configuration you will use: "E" type guides: mount to steel and sheetrock jambs. "Z" type guides: mount on masonry applications. "J" type guides: between-jamb mounting. V Accurate Guide Installation: Mark a level reference point on each jamb to insure guides are installed level with each other. Measure from the reference marks on each jamb to the floor to achieve identical elevations. Wall angles are to be set on a level floor for upward expansion. Temporarily shim one side if neccesary. 6.3 Disassemble front and back guide angles from wall angles. 6.4 Measure guide angle legs to determine proper "X" dimension. Guide leg measurement will be 3", 3-1/2" or 4" depending on size of door. 6.5 E & Z guides: Mark center of opening width on floor. Measure 1/2 "X" dimension (shown on shop drawing). This establishes the outside face of wall angle. P CRITICAL! The "X" Dimension is essential for proper door operation, and must be held constant from top to bottom. • ---- ---- - P. G�II�• �-- --- Opening Width (W I i• � .��" 3"Guides X= W+7-I/1' %' '' J 3-1,2"Guides X=W+K-:/R" 4"Guides X =W+9-1/2'. --_l II — - - - "X" Dimension - — E and Z Guide Clearances Opening Width (W) %� )11- Net Opening Width _ ✓' . Lai -----i ! �' , "X" Dimension • - . — 3"Guides X =W-6-3/4" 3-1/2"Guides X=W-7" 4"Guides X=W -7-1/''" Net opening width W - Tension side clearance-Drive side clearance Tension Side Clearances Drive Side Clearances 3"Guides 6-1/2" 7-1/2" All 4ivie. IP 3-1.2"Guides =7" -,R.. 4"Guides = 7-1/2" =R-l„" Standard J Guide Clearances READ AND BE SURE THAT YOU COMPLETELY UNDERSTAND ALL OF THE STEPS AND WARNINGS AS OUTLINED PRIOR TO BEGINNING INSTALLATION. PAGE 3 JI 1111111 P.O. BOX 288 1415 SUNRISE DRIVE ARTHUR, ILLINOIS 11111 P 101 177 2151 i 217 543 5172 C.H.I. Overhead Doors/Rolling Steel Division manufactures rolling steel fire door assemblies under the Underwriters Laboratories (U.L.)file number GSW.18217. The file number is an umbrella which encompasses the entire process of procedures laid out in our U.L. procedure manual and dictates specific manufactured fire door assembly construction. Once fire door assembly is manufactured it receives a metal label, which is e and contains a unique U.L. serial number as well as the number of hours of contain ato t.tT bottom bar, he la remains with the fire door assembly until its retirement or destruction. The serial number d rectlybel correlates to the specific fire door assembly and is permanently logged to a file that is audited quarterly by a U.L. representative. Fib-12/4- /). jai S ill*A111.111, LLOYD INDUSTRIES INC. W W W.FUWDAAPERCOM • : MODEL: '"': ` ;' ; ,t; .,,a: 75L(3 h R rating) APPLICATION The model 75L is a Lloyd Industries'fire damper.It is approved - for use in walls,floors,and partitions with fire resistance ratings W.s' less than 3 hours.This model carries a 3 hour UL fire damper la- bel. 1 RATING: r - ;,:.. .• UL CLASSIFIED: U1.555 Fire Resistance Rating _. 1•e Fire resistance rated 3 Hours �-- r Partitions materials rated 4 Hours or less ` Model 75L meets the requirements for fire ,• (;)10 Standard Construction dampers established by: CSFM California State Fire Marshal C IS Frame: 22 ga.Galvanized Steel Fire Damper Listing(#3225-1417:102) Blade: 22 ga.Galvanized Steel New York City(MEA listing#215.99-E).. ,�� Stainless Steel Closure Spring: '� , - . • Fusible Link: 165°F • ,''N :�4 I. Mounting: Vertical -•I•�,•, w:�' w Imo►• • ,uo.i 411, �snm 31tb-tr.t)-100 Single Section Multiple Section T— Minimum Maximumoz.:7 MOM Size NNW Size(Wx#i) Maximum Size(Wx14) Vertical 4"x4" 60"x60" 120"x120" Horizontal_ NA NA NA ► I/� r6------4-1/4" Model:75LV �°.01te (Vertical Mount) ---�E%opONG STEL ELAOE'8 i'/;. / 72go. min. 'r.., / , • ' �% FU SAKE UNX (raptoc.ebW .,y,,,> ce/ Standard 195 ' F / / (oth., ) ' avosoble i � ., Model 2i° s 2� 75LV •. . 4 - ..1 /,, i/,..// /z�• *Please see"B"PAN Sizing 5�8" ��// // Chart for the"B"PAN Height.%:' '• . . // J. Damper supplied 1/4"less than ' ' '� Double Units / i' order Width and Height. 231 Commerce Dr.Montgomeryville,PA 18936 138 Industrial Loop West,Orange Park FL 32073 B1,4/F.,Lues Ming Hing Factory Bui rl mg �,O y , Tel:215-412445 Fax:215.412.4409 Tel:904-541-1655 Fax:904-541-1657 36 Mot Ch %. Email:tloydiudQfizedamper.com Email:Uoydfndl@bellaoth. unet To Kwa Wan.Kowloon,H.K. LI W www. coin Tel:852-2760-4188 Fax:852-2760-4177 9 g t l'''•AU STATED WM/CATONS ARE suaa r TO UWMA STEHOUT NOTIC4 Oft gq•MAJ. 132 Email:tatmotc cy;,m @lloydasia.com 0„,11.6....1.0,20'3 1 • wrilr LLOYD INDUSTRIES INC. WWW.FIREDAMPERCOM IL. �........t,.....is -' r , , ti 3. MODEL: ff; 75AH&75AV(1-1/2 BR rating) •`...r.A: � A1'PLICATJON . - • __ •>•(...F, The model 75A1{and 75AV fire damper.It is approved for use walls, floors,and partitions with f'ae resistance ratings less than 2 hours.This model carries a 1-1/2 boor UL fire damper label. .,. RATING: ! UL CLASSIFIED: UL 555 Fire Resistance Rating ` Fire resistance rated 1-1/2 Hours Model 75AV Partitions materials rated 2 Hours or less Model 75A meets the requirements for fire Standard Construction dampers established by: chi iii*ik. - CSFM California State Fire Marshal e Vie 13 Frame: 22 ga.Galvanized Steel FtCe Damper Listing(#3225-1417:102) Blade: 22 ga.Galvanized Steel New York City(MEA listing#215-99-E) u "e Closure Spring:Negator Stainless Steel ' Fusible Link: 165 '` Mounting: Horizontal or Vertical v''` �~ 1416t:rtvic' ;e M2YlUT900 Single Section Multiple Section "`-ci M' n:-r.r11.+1r. Minimum Maximum Size(WxH) Size(WxFH) Maximum Size(WxH) Vertical 4"x4" 60"x60° 120"x120" .k . Horizontal 4"x4" 60"x50" 120"x120" --:.� 4-•:4- -I Model:75AV I (Vertical Mount) - `.ego:- r ci nlest, �teeI Model;75AH tic _ire. �P!ire (Horizontal Mount) w `KTE-14%; \C. sT . gL'-;Eus / F.JsiL.h: ick �/ / </- I>: r • ^.'!•erl uvul of k) i`r • o • 'LLF:..T'dE: STEEL F-U-YE :_ •U. r.ir. Y. •{ ___I . I Note:Damper supplied 1/41ess a ORDER MEJG iT - ` than ardor Width and Height .':AV.1=E'l 5..' .0 —E) '/'l" LESS T '. c-,r,ER HEI;HT'. IL23I Coramcn c Dr.Mmtgono eryv;jle,PA 15936 135 In " _. Tel:215-412-4445 Fax:2 t 5-312-4409dustrial Fax grange Panic,FL 32073 Bt,4/F.,Luen Ming Fling Factory Bniidi�ng ‘.‘,0 y Tel: 5-4 . Tel:904-541-1655 Fax:904-541-1657v 36 Mot(Chen St,PeT- '► EmaiL-1loydiodl®bellcwmet To Kwa Wan,Kowloon,H.IC LI Wite.ww g,�, �tom Tel:852-2760-4188 Fu:852-2760-0177 '4 g t P` -wit STA TWO SAOVICAT1OW5 nae u. ,aCT To1.DATE wm10t7T"o'1XsokoiamAnow. Email:laiBRleayim�.11pydaslaCOrIA 127 Lloyd 1.1.1rid sc.2013 r uni+ unit I1Sc 4 Atlantic Beach Brewery *os) HVAC Load Analysis - R 2p16 for g;\ Chuck Horn 611134"ftWIN CHvAcCOMMERCIAL HVAC LOADS G Prepared By: Hammond Air Conditioning Sunday, September 4, 2016 Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Hammond Air Conditioning a Atlantic Beach Brewery JacksonyillsF_L-322_Q7-4718 Page2_ Building Summary Loads Building peaks in July at 7pm. Bldg Load Area Sen %Tot Lat Sen Net %Net' Descriptions Quan Loss Loss Gain Gain Gain Gain_; Roof 3,021 10,548 17.17 0 10,179 10,179 8.70 Wall 648 6,099 9.93 0 3,194 3,194 2.73 Glass 150 8,349 13.59 0 3,977 3,977 3.40 Floor Slab 204 6,400 10.42 0 0 0 0.00 Skin Loads 31,395 51.10 0 17,350 17,350 14.83 Lighting 3,323 0 0.00 0 12,473 12,473 10.66 Equipment 1,511 0 0.00 1,100 5,669 6,769 5.79 Pool Latent 0 0 0.00 0 0 0 0.00 People 80 0 0.00 15,884 16,514 32,398 27.70 Partition 0 0 0.00 0 0 0 0.00 Cool. Pret. 0 0 0.00 0 0 0 0.00 Heat. Pret. 0 0 0.00 0 0 0 0.00 Cool. Vent. 500 0 0.00 17,995 8,792 26,787 22.90 Heat. Vent. 500 24,817 40.39 0 0 0 0.00 Cool. Infil. 0 0 0.00 0 0 0 0.00 Heat. lnfil. 0 0 0.00 0 0 0 0.00 Draw-Thru Fan 0 0 0.00 0 5,233 5,233 4.47 Blow-Thru Fan 0 0 0.00 0 0 0 0.00 Reserve Cap. 0 0 0.00 0 10,817 10,817 9.25 Reheat Cap. 0 0 0.00 0 0 0 0.00 Supply Duct 0 3,488 5.68 0 3,604 3,604 3.08 Return Duct 0 1,744 2.84 0 1,527 1,527 1.31 Misc. Supply 0 0 0.00 0 0 0 0.00 Misc. Return 0 0 0.00 0 0 0 0.00 Building Totals 61,444 100.00 34,979 81,980 116,959 100.00 Building Sen %Tot Lat Sen Net %Net'. Summary Loss Loss Gain _ _rain Gain .Gain ' Ventilation 24,817 40.39 17,995 8,792 26,787 22.90 Infiltration 0 0.00 0 0 0 0.00 Pretreated Air 0 0.00 0 0 0 0.00 Room Loads 31,395 51.10 16,984 62,823 79,807 68.24 Plenum Loads 0 0.00 0 0 0 0.00 Fan/Duct/Misc Loads 5,233 8.52 0 10,365 10,365 8.86 Building Totals 61,444 100.00 34,979 81,980 116,959 100.00 Check Figures Total Building Supply Air(based on a 20°TD): 3,280 CFM Total Building Vent. Air(15.25% of Supply): 500 CFM Total Conditioned Air Space: 3,021 Sq.ft Supply Air Per Unit Area: 1.0856 CFM/Sq.ft Area Per Cooling Capacity: 310.0 Sq.ft/Ton Cooling Capacity Per Area: 0.0032 Tons/Sq.ft Heating Capacity Per Area: 20.34 Btuh/Sq.ft Total Heating Required With Outside Air: 61,444 Btuh Total Cooling Required With Outside Air: 9.75 Tons C:\Program Files(x86)\Elite\Chvac 8\Projects\Atlantic Beach Brewery.CH8 Sunday,September 4,2016,11:07 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Hammond Air Conditioningaf Atlantic Beach Brewery Jacksonville,FL.-32207-4718 Page 3 Air Handler#1 - Draw Thru Fan - Summary Loads Rm Description Area Htg.Loss Sen.Gain Lat.Gain Htg.O.A. Clg.O.A. No Room Peak Time People Htg.CFM Clg.CFM S.Exh Req.CFM Req.CFM Volumtr. CFM/Sqf# CFM/�S ft W.Exh Act.CFM_ Act.CFM 1 Tap Room 1,577 21,347 42,964 2,772 5/P 5/P 2pm December 80 1,099 2,228 0 400 400 22,078 0.70 1.41 0 340 340 2 Overflow 1,444 10,049 20,301 3,971 5/P 5/P 7pm July 20 517 1,053 0 100 100 20,216 0.36 0.73 0 160 160 Room Peak Totals: 3,021 31,395 63,265 6,743 Total Rooms: 2 100 1,616 3,281 0 500 500 Unique Rooms: 2 42,294 0.54 1.09 0 500 500 C:\Program Files(x86)\Elite\Chvac 8\Projects\Atlantic Beach Brewery.CH8 Sunday,September 4,2016,11:07 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Hammond Air Conditioning Atlantic Beath Brewery Jacksonville.FL 32207-4718 --------_ Paga 4 Air Handler#1 - Draw Thru Fan - Total Load Summary Air Handler Description: Draw Thru Fan Constant Volume-Sum of Peaks Supply Air Fan: Draw-Thru with program estimated horsepower of 2.06 HP Fan Input: 0% motor and fan efficiency with 2 in. water across the fan Sensible Heat Ratio: 0.81 ---This system occurs 1 time(s) in the building. --- Air System Peak Time: 7pm in July. Outdoor Conditions: Clg: 91° DB, 77°WB, 116.32 grains, Htg: 29° DB Indoor Conditions: Clg: 75° DB, 50% RH, Htg: 75° DB Summer: Ventilation controls outside air, Winter: Ventilation controls outside air. Room Space sensible loss: 31,395 Btuh Infiltration sensible loss: 0 Btuh 0 CFM Outside Air sensible loss: 24,817 Btuh 500 CFM Supply Duct sensible loss: 3,488 Btuh Return Duct sensible loss: 1,744 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: 61,444 Btuh Heating Supply Air: 34,883/(.999 X 1.08 X 20) = 1,616 CFM Winter Vent Outside Air(30.9% of supply) = 500 CFM Room space sensible gain: 52,006 Btuh Infiltration sensible gain: 0 Btuh Draw-thru fan sensible gain: 5,233 Btuh Supply duct sensible gain: 3,604 Btuh Reserve sensible gain: 10,817 Btuh Total sensible gain on supply side of coil: 71,661 Btuh Cooling Supply Air: 72,087/(.999 X 1.1 X 20)= 3,280 CFM Summer Vent Outside Air(15.2%of supply) = 500 CFM Return duct sensible gain: 1,527 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 8,792 Btuh 500 CFM Blow-thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: 10,319 Btuh 1 Total sensible gain on air handling system: 81,980 Btuh Room space latent gain: 16,984 Btuh 1 Infiltration latent gain: 0 Btuh Outside air latent gain: 17,995 Btuh Total latent gain on air handling system: 34,979 Btuh Total system sensible and latent gain: 116,959 Btuh Check Figures Total Air Handler Supply Air(based on a 20° TD): 3,280 CFM Total Air Handler Vent. Air(15.25% of Supply): 500 CFM Total Conditioned Air Space: 3,021 Sq.ft Supply Air Per Unit Area: 1.0856 CFM/Sq.ft Area Per Cooling Capacity: 310.0 Sq.ft/Ton Cooling Capacity Per Area: 0.0032 Tons/Sq.ft Heating Capacity Per Area: 20.34 Btuh/Sq.ft Total Heating Required With Outside Air: 61,444 Btuh Total Cooling Required With Outside Air: 9.75 Tons C:\Program Files(x86)\Elite\Chvac 8\Projects\Atlantic Beach Brewery.CH8 Sunday,September 4,2016,11:07 AM r Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Hammond Air Conditioning Atlantic Beach Brewery Jacksonville,FL 32207-4718 __ Page 5_ Zone Detailed Loads (At Zone Peak Times) Load Unit U.Fac/ Cony. Radiant Total Lat. Htg. Htg. Description Quan Usage S.Gain S,Gain____S.Gain Gain Mult. __Loss_ Room 1-Tap Room-Air Handler 1(l raw.Thru__Ean),_,Zane 0 peaks(sensible) in July at 7pm. 1 Roof-1-UP-Type:7 1,577 0.069 772 4,058 4,831 3.174 5,005 Wall-1-S-Type:24 116 0.186 193 315 508 8.556 992 GIs-S-1-0%S 150.0 1.040 897 2,572 3,469 50.600 7,590 Unshaded Beam 150.0 0 147 147 Lights-Prof=0 1,735 1.000 1,953 3,966 5,919 Equipment-Prof=0 789 1.000 2,152 538 2,690 1,000 People-Prof=1 80.0 0.950 6,992 8,021 15,013 14,440 Floor slab 204 28.520 5,818 Sub-total 32,576 15,440 19,406 Safety factors: +10% +10% +10% Total w/safety factors: 35,834 16,984 21,347 Room 2-Overflow-Air Handler 1 (Draw Thru Fan).Zone 0 peaks(sensible)in July at 7pm. Roof-1-UP-Type:7 1,444 0.069 707 3,716 4,423 3.174 4,583 Wall-1-E-Type:24 532 0.186 885 1,511 2,395 8.556 4,552 Lights-Prof=0 1,588 1.000 1,789 3,631 5,420 Equipment-Prof=0 722 1.000 1,971 493 2,464 0 People-Prof=1 20.0 0.950 1,748 2,005 3,753 3,610 Sub-total 18,455 3,610 9,135 Safety factors: +10% +10% +10% Total w/safety factors: 20,301 3,971 10,049 0 IIC:\Program Files(x86)\Elite\Chvac 8\Projects\Atlantic Beach Brewery.CH8 Sunday,September 4,2016,11:07 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Hammond Air Conditioning Atlantic Beach Brewery Jacksonville,FL 32207-4718 Page 6 Room Detailed Loads (At Room Peak Times) Load Unit U.Fac/ Cony. Radiant Total Lat. Htg. Htg. Description_ Quan Usage S_.Gain S.Gain__ S.Gain Gain Mult. _ Loss Room 1-Tap Room peaks(sensible) in December at 2pm,Air Handler 1 (Draw Thru Fan), Zone 0, 83.0 x 19.0, Construction Type: 1 (Exterior, Light Construction,With Carpet, 10%Glass) Roof-1-UP-Type:7 1,577 0.069 191 297 488 3.174 5,005 Wall-1-S-Type:24 116 0.186 168 173 341 8.556 992 GIs-S-1-0%S 150.0 1.040 1,535 2,294 3,830 50.600 7,590 Unshaded Beam 150.0 0 24,326 24,326 Lights-Prof=0 1,735 1.000 1,953 3,966 5,919 Equipment-Prof=0 789 1.000 2,152 538 2,690 1,000 People-Prof=1 80.0 0.100 736 729 1,465 1,520 Floor slab 204 28.520 5,818 Sub-total 39,058 2,520 19,406 Safety factors: +10% +10% +10% Total w/safety factors: 42,964 2,772 21,347 Room 2-Overflow peaks(sensible) in July at 7pm,Air Handler 1 (Draw Thru Fan), Zone 0, 38.0 x 38.0, Construction Type: 1 (Exterior. Light Construction. With Carpet. 10%Glass) Roof-1-UP-Type:7 1,444 0.069 707 3,716 4,423 3.174 4,583 Wall-1-E-Type:24 532 0.186 885 1,511 2,395 8.556 4,552 Lights-Prof=0 1,588 1.000 1,789 3,631 5,420 Equipment-Prof=0 722 1.000 1,971 493 2,464 0 People-Prof=1 20.0 0.950 1,748 2,005 3,753 3,610 Sub-total 18,455 3,610 9,135 Safety factors: +10% +10% +10% Total w/safety factors: 20,301 3,971 10,049 C:\Program Files(x86)\Elite\Chvac 8\Projects\Atlantic Beach Brewery.CH8 Sunday,September 4,2016,11:07 AM 1)01-7 Atlantic Beach Brewery �Q HVAC Load Analysis D2 for OCA Chuck Horn Cit"IM CHVACCOMMERCIAL HVAC LOADS • °per, CA • OOA 22 ;4: <36. y 60 ry, Prepared By: Brandon Hammond Hammond Air Conditioning 3412 Galilee Road Jacksonville, Fl. 32207 904-398-6488 Monday, September 5, 2016 Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Hammond Air Conditioningat Atlantic Beach Brewery Jacksonville.FL 32207-4718 _-___ _______ --Page 2 Building Summary Loads Building peaks in July at 5pm. _ Bldg Load Area Sen %Tot Lat Sen Net %Net Descriptions Quan Loss Loss Gain Gain Gain Gain Roof 3,648 12,737 38.74 0 13,052 13,052 26.14 Wall 1,876 17,656 53.71 0 10,646 10,646 21.32 Glass 0 0 0.00 0 0 0 0.00 Floor Slab 0 0 0.00 0 0 0 0.00 Skin Loads 30,393 92.45 0 23,698 23,698 47.45 Lighting 700 0 0.00 0 2,627 2,627 5.26 Equipment 4,000 0 0.00 1,100 15,013 16,113 32.27 Pool Latent 0 0 0.00 0 0 0 0.00 People 4 0 0.00 836 1,012 1,848 3.70 Partition 0 0 0.00 0 0 0 0.00 Cool. Pret. 0 0 0.00 0 0 0 0.00 Heat. Pret. 0 0 0.00 0 0 0 0.00 Cool. Vent. 50 0 0.00 1,797 1,099 2,896 5.80 Heat. Vent. 50 2,482 7.55 0 0 0 0.00 Cool. Infil. 0 0 0.00 0 0 0 0.00 Heat. lnfil. 0 0 0.00 0 0 0 0.00 Draw-Thru Fan 0 0 0.00 0 2,519 2,519 5.04 Blow-Thru Fan 0 0 0.00 0 0 0 0.00 Reserve Cap. 0 0 0.00 0 236 236 0.47 Reheat Cap. 0 0 0.00 0 0 0 0.00 Supply Duct 0 0 0.00 0 0 0 0.00 Return Duct 0 0 0.00 0 0 0 0.00 Misc. Supply 0 0 0.00 0 0 0 0.00 Misc. Return 0 0 0.00 0 0 0 0.00 Building Totals 32,874 100.00 3,733 46,205 49,939 100.00 Building Sen %Tot Lat Sen Net %Net _Summary Loss Loss Gain __Gain_...___._...:_.______Gain___--------_Gain.: Ventilation 2,482 7.55 1,797 1,099 2,896 5.80 Infiltration 0 0.00 0 0 0 0.00 Pretreated Air 0 0.00 0 0 0 0.00 Room Loads 30,393 92.45 1,936 42,587 44,523 89.16 Plenum Loads 0 0.00 0 0 0 0.00 Fan/Duct/Misc Loads 0 0.00 0 2,519 2,519 5.04 Building Totals 32,874 100.00 3,733 46,205 49,939 100.00 Check Figures Total Building Supply Air(based on a 20°TD): 2,052 CFM Total Building Vent. Air(2.44% of Supply): 50 CFM Total Conditioned Air Space: 3,648 Sq.ft Supply Air Per Unit Area: 0.5626 CFM/Sq.ft Area Per Cooling Capacity: 876.6 Sq.ft/Ton Cooling Capacity Per Area: 0.0011 Tons/Sq.ft Heating Capacity Per Area: 9.01 Btuh/Sq.ft Total Heating Required With Outside Air: 32,874 Btuh Total Cooling Required With Outside Air: 4.16 Tons C:\Program Files(x86)\Elite\Chvac 8\Projects\-UNTTL1.CH8 Monday,September 5,2016,09:09 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Hammond Air Conditioningit Atlantic Beach Brewery Jacksonville,FL 32207-4718 —__ Page Air Handler #1 - Draw Thru Fan - Summary Loads Rm Description Area Htg.Loss Sen.Gain Lat.Gain Htg.O.A. Clg.O.A. No Room Peak Time People Htg.CFM Clg.CFM S.Exh Req.CFM Req.CFM Volume CFM/Sgft CFM/Sqft _ W.Exh Act.GF.M. Act,CFM 1 Brewery 3,648 30,393 42,604 2,145 10/P 10/P 5pm July 5 1,408 2,053 0 50 50 51,072 0.39 0.56 0 50 50 Room Peak Totals: 3,648 30,393 42,604 2,145 Total Rooms: 1 5 1,408 2,053 0 50 50 Unique Rooms: 1 51,072 0.39 0.56 0 50 50 I C:\Program Files(x86)\Elite\Chvac 8\Projects\--UNTTL1.CH8 Monday,September 5,2016,09:09 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Hammond Air Conditioning Atlantic Beach Brewery Jacksonville.FL 32207-4718 —P_age_4 Air Handler#1 - Draw Thru Fan - Total Load Summary Air Handler Description: Draw Thru Fan Constant Volume-Sum of Peaks Supply Air Fan: Draw-Thru with program estimated horsepower of 0.99 HP Fan Input: 65% motor and fan efficiency with 2 in. water across the fan Sensible Heat Ratio: 0.96 ---This system occurs 1 time(s) in the building. --- Air System Peak Time: 5pm in July. Outdoor Conditions: CIg: 95° DB, 78°WB, 117.45 grains, Htg: 29° DB Indoor Conditions: Clg: 75° DB, 50% RH, Htg: 75° DB Summer: Ventilation controls outside air, Winter: Ventilation controls outside air. Room Space sensible loss: 30,393 Btuh Infiltration sensible loss: 0 Btuh 0 CFM Outside Air sensible loss: 2,482 Btuh 50 CFM Supply Duct sensible loss: 0 Btuh Return Duct sensible loss: 0 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: 32,874 Btuh Heating Supply Air: 30,393/(.999 X 1.08 X 20) = 1,408 CFM Winter Vent Outside Air(3.6% of supply) = 50 CFM Room space sensible gain: 42,351 Btuh Infiltration sensible gain: 0 Btuh Draw-thru fan sensible gain: 2,519 Btuh Supply duct sensible gain: 0 Btuh Reserve sensible gain: 236 Btuh Total sensible gain on supply side of coil: 45,106 Btuh Cooling Supply Air: 45,106/(.999 X 1.1 X 20) = 2,052 CFM Summer Vent Outside Air(2.4% of supply) = 50 CFM Return duct sensible gain: 0 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 1,099 Btuh 50 CFM Blow-thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: 1,099 Btuh Total sensible gain on air handling system: 46,205 Btuh Room space latent gain: 1,936 Btuh Infiltration latent gain: 0 Btuh Outside air latent gain: 1,797 Btuh Total latent gain on air handling system: 3,733 Btuh Total system sensible and latent gain: 49,939 Btuh Check Figures Total Air Handler Supply Air(based on a 20° TD): 2,052 CFM Total Air Handler Vent. Air(2.44% of Supply): 50 CFM Total Conditioned Air Space: 3,648 Sq.ft Supply Air Per Unit Area: 0.5626 CFM/Sq.ft Area Per Cooling Capacity: 876.6 Sq.ft/Ton Cooling Capacity Per Area: 0.0011 Tons/Sq.ft Heating Capacity Per Area: 9.01 Btuh/Sq.ft Total Heating Required With Outside Air: 32,874 Btuh Total Cooling Required With Outside Air: 4.16 Tons C:\Program Files(x86)\Elite\Chvac 8\Projects\–UNTTLI.CH8 Monday,September 5,2016,09:09 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Hammond Air Conditioning Atlantic Beach Brewery Jacksonville,FL 32207-4718 _Page Zone Detailed Loads (At Zone Peak Times) Load Unit U.Fac/ Cony. Radiant Total Lat. Htg. Htg. Description Quan Usage _S.Gain S.Gain S.Gain Gain Mult. Loss RQQ n 1-Brewery-Air Handler-.I (Draw Thru Fan).Zone 0 peaks(sensible).in July at 5pm. Roof-1-UP-Type:7 3,648 0.069 2,110 9,756 11,865 3.174 11,579 Wall-1-N-Type:24 532 0.186 958 1,416 2,374 8.556 4,552 Wall-2-E-Type:24 1,344 0.186 2,708 4,597 7,305 8.556 11,499 Lights-Prof=1 700 1.000 788 1,600 2,388 Equipment-Prof=1 4,000 1.000 10,919 2,730 13,649 1,000 People-Prof=0 5.0 1.000 460 690 1,150 950 Sub-total 38,731 1,950 27,630 Safety factors: +10% +10% +10% Total w/safety factors: 42,604 2,145 30,393 C:\Program Files(x86)\Elite\Chvac 8\Projects\-UNTTL1.CH8 Monday,September 5,2016,09:09 AM Chvac Full Commercial HVAC Loads Calculation Program a Elite software Development,Inc. Hammond Air Conditioning Atlantic Beach Brewery _Jacksonville,FL 322074718 Page 6._ Room Detailed Loads (At Room Peak Times) Load Unit U.Fac/ Cony. Radiant Total Lat. Htg. Htg. Description Quan Usage S.GainS.Gain S GainGain Mult. Loss Room 1-Brewery peaks(sensible) in July at 5pm,Air Handler 1 (Draw Thru Fan),Zone 0, 96.0 x 38.0, Construction Type (Exterior, Light Construction,With Carpet, 10% Glass) Roof-1-UP-Type:7 3,648 0.069 2,110 9,756 11,865 3.174 11,579 Wall-1-N-Type:24 532 0.186 958 1,416 2,374 8.556 4,552 Wall-2-E-Type:24 1,344 0.186 2,708 4,597 7,305 8.556 11,499 Lights-Prof=1 700 1.000 788 1,600 2,388 Equipment-Prof=1 4,000 1.000 10,919 2,730 13,649 1,000 People-Prof=0 5.0 1.000 460 690 1,150 950 Sub-total 38,731 1,950 27,630 Safety factors: +10% +10% +10% Total w/safety factors: 42,604 2,145 30,393 C:\Program Files(x86)\Elite\Chvac 8\Projects\-UNTTLI.CH8 Monday,September 5,2016,09:09 AM