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Permit 6002 Fleet Landing Blvd (community center) `�yL�lr Jr., r t CITY OF ATLANTIC BEACH Y1 800 SENIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptna,coab.us Application Number . . . . . 07-00000848 Date 1/09/08 Property Address . . . . . . 6002 FLEET LANDING BLVD Application type description COMMERCIAL NEW CONSTRUCTION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3534479 ---------------------------------------------------------------------------- Application desc community center ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ R.P.C. GENERAL CONTRACTORS 248 LEVY RD ATLANTIC BEACH FL 32233 (904) 241-4416 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE III-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 7730 .00 Plan Check Fee 3865 .00 Issue Date . . . . Valuation . . . . 3534479 Expiration Date . . 7/07/08 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE *PROVIDE FINAL ELEVATION CERTIFICATE PRIOR TO C.O. MUST MEET ALL FIRE DEPT. CONDITIONS; CONTACT CAPT. ALVIN FLOYD @ (904) 630-4789. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow requirements . At a minimum, will require double check backflow preventer. Sheet FP1 . 0 - Item 10 - What si MIC Risk? Jacksonville Beach Public Works has nothing to do with the water system. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE 6 . 08 CAPITAL IMPROVEMENT 1725. 00 ST CONSTRUCTION SURCHARGE 109.49 AB CONSTRUCTION SURCHARGE 12 . 16 STATE RADON SURCHARGE 115.57 SEWER IMPACT FEES 23522 .00 yW�AAT+ER �IMpPsACCT FEE TTL�7�7 3750. 0( PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITYWWffA P[W%&(.9P&Vb �v� AND THE FLO"A BUILDING CODES. rV\'j r j k CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dej?j coab.us Page 2 Application Number . . . . . 07-00000848 Date 1/09/08 --------------------7-------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 7730 .00 7730 . 00 . 00 . 00 Plan Check Total 3865 . 00 3865. 00 . 00 . 00 Other Fee Total 29275 .30 29275 .30 . 00 . 00 Grand Total 40870 .30 40870 .30 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PERMIT t . BUILDING /ZONING DEPARTMENT APPLICATION # 800 Seminole Road v Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED Y N Property Address: �d �� Z Y N BUILDING Q = Y N PUBLIC WORKS Applicant: 1 0 Y N PUBLIC UTILITIES y C Y N FIRE DEPT. Project: i L Y N PUBLIC SAFETY w APPROVAL 00 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z� Y N D.E.P HUFSTETLER 05 O Y N S.J.R.W.M. CARPER _ Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: 1 ST REV PLANNING 2ND REV BUILDING PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® 3RD REV Return this form to the Building Department once you have entered your comments into the AS400. Z- "o_ Art s rf�a�lrJ�'` BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)2 45 Job AddressPermit Number: Legal Description ffq-ILI 2 al-ZS-29M 11.1gq DOAM-s Aaftw s f b Pr Lor t bi V 3 Rrxv O/Q SA&1 I-TVl Valuation of Work(Replacement Cost) $ .j��3T ■ Class of Work(Circle one): New Addition Alteration Repair Move ■ Use of existing/proposed structuress Circle one): Commercial Residential ■ If an existing structure, is a fire spr' er system installed?(Circle one): Yes No N/A ■ Is approval of homeowner's association or other private entity required?(Circle one): Yes No Describe in detail the type of work to be performed: Property Owner Information "1+wta.Lc&..t60pi D/bIi. Ft T 1. vi Name:pe-ciae,.w*1_r ft w9rd0ti.l, Imc. Addre s: 00E FWeT LA-01)i City State$nZip"a Phone QQIIj ggc)o Contractor In€ormation: Name of Company:fZ W.!gj a je*w . c+ z Qualifying Agent: Phi V--0p4Xir%00S Address:a46 L>r„t•t 2ovru Cityc.RA>,c* State f Zip &=,A Office Phone CIM.A4140o Job Site/Contact Number qC4-,1Al• 4D"15 State Certification/Registration# (XgC.(740(a i Cl Office Fax# qp4• aLL1y i4L1a 1 Architect Name &Phone# Engineer's Name&Phone# 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 o��ffa permit and that all work will be performedto meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void ifwork is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time meter work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing, Signs, Wells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners, etc. 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. Thereby certify that I have r d and examined this application and know the same to be true d correct. All provisions of laws and ordinances gover this type of work wall be complied with whether specified r in or not. The granting o a permit does not presume t authoriti, to violate or cancel the provisions of any O •e federal; ,state; or local lacy regulating construction or ormance of construction. ' Signature of Property Owner: Signature of Contra Sworn to and subscribed before me Sworn to and subscr' efore e this o Day of 'ZoD7 this le—Day of Notary Public: Notary Public: Stacey Brwh Y COMMISSION# DD240262 EXPIRES Stacey Brooks August 11,2007 MY COMMISSION# DD240262 EXPIRES roc %; 'F ;F`�� BONDED THRUTROY FAIN INSURANC INC '�� u= August , REVISED 03.05.07 P' pF d` BONDED THRU TROY FAIN NSSURANCQINC PREPARED 1/07/08 , 14 : 03 : 24 PAYMENTS DUE RECEIPT CITY OF ATLANTIC BEACH PROGRAM BP820L - - ------ - - ---- -- ------- --- --------------=- ---- ---------- - -- - ---- ----- -- - APPLICATION NUMBER: 07-00000848 6002 FLEET LANDING BLVD FEE DESCRIPTION AMOUNT DUE - --- ------- - ---- -- -- --- -- --- -- - ----- ---- ----------- -- -- - -- - ------- - - - ------ CAPITAL IMPROVEMENT 1725 . 00 SEWER IMPACT FEES 23522 . 00 WATER IMPACT FEE 3750 . 00 WATER CROSS CONNECTION 35 . 00 TOTAL DUE 29032 . 00 Please present this receipt to the cashier with full payment . JAN-12-2009 11:44 AMERICAN ELECTRICAL CONT 7371099 P.01/01 _.._ ., ,< .. . .� , page 2 JAN-12-2009 11:98 AMERICAN EUCTRICAL C:m 7371099 P.02 EA .Y POW= A Uc� cm of A►TLAkgnc$SACK �� b �'° b d ao�►twder the ordi6 u eai 4mmu ef*As&1bF eocWed AVwmmt«adum Job A4bvsm. jadinfa urvke fir's(anw 0m): ovabsd UM*o Md We.din COWNDW Md Xb*60M VWWVmd md ager; !. A-81mN ayt rt i M d dm 2. 1 =mrWAmWWwIq=e�taeaion�r. P°"a'tp� A!1 �ouyi, e of' e�whei eoo 3. coo reN pf ,. "E�e►y dA!F S1MC fapMet Not mow&-* l606+m eeNt iileepsot{r} • �' •. . Nolsiad e>reelc • mabm 4m swpkm the CAp). P 3W�•' aR mg' pAeNNa firei:atri�■ey anubm tC Mt he modes d P*W 6. ?tie lW1p oeN vbftd tam is to bN: :♦IeeetMed oe the DeRwftft by&ma.MNtt at&s. 7. Fulmm sNea ApsommW WW So tie h.r NiMo vielatr.y►w a[tt Niw�Nona Ci0a7'RAC/'Oil f7t" t1iAT8 i rc�5 . a�s.eeiNor 1�aa�mkv*saw%FL M33 • PboNe:Ss0ij�1"J•dass >�+c:t�o.p�'►-ssis io��,� �.�..t�r.s�oi t'd Stirtf�'fOe wuN�sAe urin�►nn•» •�••�,•• •_ TOTAL P-02 TOTAL P.01 I�. °i CITY OF ATLANTIC BEACH . � 800 SEAMOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dotfa�coab.us Application Number . . . . . 08-00000093 Date 1/18/08 Property Address . . . . . . 6002 FLEET LANDING BLVD Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 70000 ---------------------------------------------------------------------------- Application desc new roof ------------------------------------------------------------- -------------- Owner Contractor ------------------------ ------------------------ PROFESSIONAL SUNSHINE ROOFING 1017 IRELAND DR DELTONA FL 32725 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 335 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 70000 Expiration Date . . 7/16/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 335 . 00 335 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 335 .00 335 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Jai, CITY OF ATLANTIC BEACH O _ l f 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 33 QV l I I sa OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US r BUILDING PERMIT APPLICATION DUVAL COUNTY , Ii ,. R tc /f,4"n ' Atlantic Beach, FL 32233 �o 0 ✓`�Qd �J 4;fRaf Is J) , I: U.,. p¢ Ii ii r a', ¢(Illlli p 4)E 4 8,tfS ,r Stf4r s 1 S ❑NEW BUILDING ❑DEMOLITION 8[RESIDENTIAL LOT_BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7..D68CRI )M_'QFMkt(k s oN� si F� 90) 1.., ❑ALTERATION ❑ACCESSORY BLDG. ❑REPAIR ❑POOL/SPA MES ❑N/A ,v� ❑MOVE ❑OTHER ❑NO a a'icr w`h li IP ..,A M+�•N'..,Rn izi�n'. 4lis �';iL ;iii F��%'8,',� 'ij...l) Il� w#+ ,�'; ,.XTP C U;�„'.,�„ S,�t�I ' i, . 9.NAME: 15. OMPANY NAME)'. 23.COMPANY NAME: 16.NAM : ' 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENS Iy0: 25.STATE OF FLORIDA LICENSE NO.: CC G ��/ 18.ADDRESS:fG,f_7 �P �p�Y 26.ADDRESS: 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 2 .FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: kG;dL— svt e 13.CELL PHONE: 21.CELL PHONE: HON Ye iy (S/�F- 3--2 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: .� I)i�hTi.F” ty X” s i� ' ( pig G kI, 1�2a �uD 3 EN tl 's "u t uT."`, l].Y°;'ti 57717 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: 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 the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I Will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. 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. s lid Fr v. ,� 'p—a e'ys� s s:.hs ,^ b,�. .s '�I� �k 9 t #qi4 R' I SiI � rs Signed: Date: Signed: Date: Before me this day of ,2007 in the county of Before me this day of ,2007 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of ,County of Notary Public at Large,State of County of ❑Personally Known ❑Personally Known ❑Produced Identification- ❑Produced Identification- Notary Signature: INotary Signature: COAG FORM BLDG01:REVISED:1/8/2008 fst��yriJ CI'T'Y OF ATLANTIC BEACH PERMIT BUMDING / ZONING DEPARTNIEN'T APPLICATION # ,';. y _,'P '000Seminole Road n� - Atlantic Beach,Florida 32233 [e) \A, DJj1,% (904)247-5800 W (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM �Prval�( R5,QQIRED DEPT: j� Jp / L.� Property Address.* (f Vo� F I 4 LOW O �l V � PLANNING p /� f N PUBLIC WORKS AppReante ��Vl D V N PUBLIC UTILITIES Y N FIRE DEPT. Project: Y N PUBLIC SAFETY w APPROVAL v o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: w UJ Y ,fil D.E.P HUFSTETLER C7� <PA S.J.R.W.M. CARPER LU _ Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: 1N I AT ® 1 ST REV ® ! PLANNING ® ® 2ND REV BUILDING r PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form t®the diuddcdanp-Department once you have entered your comments into the AS400. BP250U01 CITY OF ATLANTIC BEACH 2/08/08 Application Tracking Step Selection by Revision 08 :29: 45 Application number . . : 08 00000060 Address . . . . . . . . . . : 6002 FLEET LANDING BLVD RE number . . . . . . . . . . - - - Application type . . . . SWIMMING POOL/SPA NCR OLD ACCOUNT NUMBERS . . . Tenant name, number . . . . . Type options, press Enter. 2=Change 4=Delete 5 View 6=Fast log 8 Action log maintenance 9=In/out maint Path ---- Rey Dates --- - Action Summary - Opt Agency description Rev Step Req In Est Cmpl - Last Type By BUILDING DEPT. A 01 Y 02/05/08 02/04/08 02/05/08 AP DH _ PLANNING & ZONING A 01 Y 02/05/08 02/04/08 02/05/08 AP KB _ PUBLIC UTILITIES A 01 Y 02/01/08 02/04/08 02/01/08 AP LS PUBLIC WORKS A 01 Y 01/28/08 02/04/08 01/28/08 AP LS Bottom F3=Exit F5=Land inquiry F6=Add F7=Revisions F8 Misc info inquiry F9=Corrections report F10 View 3 Fll=Sort by agency F24 More keys ^ yirif 1 CITY OF ATLANTIC BEACH 08- N J �d 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 (/j/✓ OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 BU I LDING-DEPT@COAB.US � •. B DING PERMIT APPLICATION DUVAL COUNTY u ' -UNo�IFii ;.fi��R? ^ At is ach, FL 32233 �Q N/A 4,.tlw 77777 ;a-"' : 'u. 0 mill' . b';, i r"r ;i;'ti"' S.C�- till r'i 5 !• ,+""..° ° � "'' .8 USBQFt ^�", `;. �L r\DIS (AJf sY S 3174 S �s'ZS aRt ❑NEW BUILDING ElDEMOLITION >N RESIDENTIAL T LOT_BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL f f :WORK . `y "Ihl a-; ,1FI l'i61. yiUli -- '' ❑ALTERATION ❑ACCESSORY BLDG. B F1R fC( - F, ❑REPAIR 0 POOL/SPA ❑YES 0 N/A f-f S /T ❑MOVE ❑OTHER ❑NO �yERTY OWN * ' 1at,l, rll, a tIV aw GONT CTt3 s,l h.x f r :M ITECT F.t+GINEs i"ri' es �.� 9.NAME: y` t 15.COMPANY NAME: 23.COMPANY NAME: t AL Ciu�Tl17L( I��l �� Surfside Pools NOE L b gq 2 16.NAME: 24.LICENSEE NAME: (11 -�+n� t 7i n G PL�Ef John C. Scott III BCH MI 10.ADDRESS: LAPP&AW^7 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENS NO.: I FL VV-obi &-vt• CPC0RESS: '# Q!rI�O Q 18.ADDRESS: 26.ADDRESS:444 , n•C,t IBE'1�tC.iH", F1 313 Beach Avenue aD 10, SS' ST1ZC J oI3Jacksonville Beach, FL 32250 L'N'l04 11.OFFICE PHONE: -F12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 9�t ai(�. C� 0 .9 (904)246-2666 (904)249-8801 •�tGd•S�tl. "�l7• + (iD 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: 45r,,a NMVI. �L, I�IOCtK�C+FI"t! •Gd4 �� - pl �o �I�H1 4� r�jyl�l QMtfA�U F. o' dF ►RTOAi �EF-ilA �,�',a , °',iFr' IIW, � fiANN I4 ''; ,.,.^" ".I,`';. 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: 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 the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. 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 P:""i Y • 01, Ni ,�i�i'r°.F"^rr' Jl,byppph ,dI Gi i� "' dl .m y , Fkwf" 16�aAer h �qir �. Sign "+ '-� Date: Signed: Date: LC9 Before me this day of o Before is ay f 200)9n the county of Duval,State of lorida,has perso I Duv tate of Florida,h s personall appeared Commission DD 671480 0XIOW.2a Expires August 11,2011 C . SC herin by himself/herself and affiT�W-TV&'a1s herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of County of 'DWFWI. Notary Public at Large,State of � County of VAA Personally Known ('Personally Known ❑Produced Identificati ❑Produced Identification- Notary Signature: Notary Signature: -------------------- r�rra ROBBIE T.SUTHERLIN MY COMMISSION;#DD 710801 ptember 3,2011 Bonded Thru Notary Put lic underwriters COAB FORM BLDG01:REVISED:10/30/2007 CITY OF ATLANTIC BEACH PERMIT J BUILDING / ZONING DEPAR AMNT APPLICATION # Vr 800 Seminole Road r `e Atlantic Beach,Florida 32233 b g (904)247- 800 5q (904)247-5845 Fax vrww.coab.us n APPLICATION TRACKING FORS ��,pproid RE UIRED DEPT: D Y N PLANNING Property Address, (CYA G/7 Y Y N BUILDING Y N PUBLIC WORKS AppfiCant: 0 N PUBLIC UTILITIES Y FIRE DEPT. Project: `�C�y Y N PUBLIC SAFETY w APPROVAL v REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: w_� Y N D.E.P HUFSTETLER ¢_ 0 Y N S.J.R.W.M. CARPER Lu i Y N ARMY CORPS of ENG CAPPER ~O Y N HOTELS&RESAURANTS FIUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDI DA AP REVIEWED BY: I IAL: ATE: ® ST REV ® i nD 4`y RPgtrvn•rS Caa gtr±, etrA eq r^LbOm. PLANNING ® ® BUILDING 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV 6 -t' CITY OF ATLANTIC BEACH PERMIT BUILDING / ZONING DEPARTMENT T APPLICATION # N _ J '00 Seminole Road 10- s- . ... . z Atlantic Beach,Florida 32233 JR!'>f (904)247-5800 (904)247-5845 Fax www.coali.us APPLICATION TRACKING FOAM REQ DEPT: D r '/ Y N PLANNING r PropertyA6�6�;q°vy�J�e � l- '� � I V N BUILDING 10�{ N PUBLIC WORKS AAp pUcant. �1 (/�lJ b� Y PUBLIC UTILITIES 1 i U Y FIRE DEPT. Project: � �, ,,� Y h! PUBLIC SAFETY W APPROVAL REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z�_ Y N D.E.P HUFSTETLER ¢� �CY Y N S.J.R.W.M. CARPER III i Y IN ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP R IEWED BY: INITIAL: DATE: ® 1 ST REV w 7 P NNI ® ® 2ND REV El 1:1 BUILDING PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV BP250U01 CITY OF ATLANTIC BEACH 1/28/08 Application Tracking Step Selection by Revision 15:39: 00 Application number . . . . 0000059 Address . . . . . . . . . 6002 FLEET LANDING BLVD RE number . . Application type . . . . SWIMMING POOL/SPA NCR OLD ACCOUNT NUMBERS . Tenant name, number . . . . . Type options, press Enter. 2=Change 4=Delete 5=View 6=Fast log 8=Action log maintenance 9=In/out maint Path ---- Key Dates --- - Action Summary - Opt Agency description Rev Step Req In Est Cmpl Last Type By _ BUILDING DEPT. A 01 Y 01/25/08 02/04/08 01/25/08 AP DH _ PLANNING & ZONING A 01 Y 01/18/08 02/04/08 01/18/08 AP SD _ PUBLIC UTILITIES A 01 Y 01/15/08 02/04/08 PUBLIC WORKS A 01 Y 01/28/08 02/04/08 01/28/08 AP LS Bottom F3=Exit F5=Land inquiry F6=Add F7=Revisions F8=t4isc info inquiry F9=Corrections report F10 View 3 F11=Sort by agency F24=iore keys d t� � ,f FLORIDA DEPARTMENT OF For Department Use Only HE /� T T mount Fee Received Date l 1 j Check No. From SP# MF# STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR APPROVAL OF SWIMMING POOL PLANS This form is to be completed and submitted with plans and specifications in six copies along with the appropriate fee. New Construction X Revision Modification 1. Name of Project The Palms at Fleet Landing (SPA) Address of Pool 799 Mayport Crossing Blvd. City Atlantic Beach County Duval 2. Name of Owner Naval Continuing Retirement Foundation, Inc. d/b/a/Fleet Landing Phone Number( ) Mailing Address One Fleet Landing Blvd. City Atlantic Beach State FL Zip 32233 3. Pool Type: Conventional Spa X Wading Special Purpose Water Recreation Attraction Indoor X Outdoor Transient Non-transient X 4. No.of Units Served: 59 No. of Stories 3 Distance of Farthest Unit from Pool: Elevator:Yes No 5. Number of Sanitary Facilities: Water Closets Urinals Lavatories DressingRooms Male 1 1 2 1 Distance From Female 1 1 1 Pool:+/-30FT 6. Method of Waste Water Disposal: Air Gap to Waste 7. Pool Volume in Gallons: 1.433 Bathing Load: 9 Water Source: Local Utilities 8. Dimensions: Width:8' Length: 12' Area:96 SF Perimeter:40 ft Depth: Max. 3'-0" Min. 3'-0" Shape Rectangle 9. Type Construction Material: Shell Concrete Finish Marcite Color White 10.Equipment Make and Model: (A)Recirculation Pump:StaRite P2RA5EL Flow 50 GPM At 63 TDH 1.0 HP (B)Filter: (1)Pentair CC150 Area 150 Sq. Ft. Flow Capacity 56 qpm (C)Disinfection Equipment: Stenner 45M-2 Capacity 10 -aGPD or❑ PPD (D)pH Adjustment Feeder: Stenner 45M-2 Capacity 10 (GPD) (E)Test Kit:Taylor TK 2005 DH 914,9/99 (Obsoletes March 98 edition) CITY OF A'T'LANTIC BEACH PERMIT BKJMDING l ZONING DEPARTMENT APPLICATION # 000 Seminole Road /� q .:�••��= • Atlantic Beach,Florida 32233 (904)247-7500 (904)247-5545 Fax v,ww.coali.us JAN 2 4 2008 BST; APPLICATION TRACKING FOR RE IRED DEPT: �!� I � �� 0d PLANNINGpropel,Address. ^yJ' z k BUILDING r— �� Pa lPI PUBLIC WORKSApplicant- (/ w1 (J r V P9 PUBLIC UTILITIES re Project- �l �l/ (�f.I l �v+� l V FIRE DEPT. V hN 4 PUBLIC SAFETY W APPROVAL UREQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z Y N D.E.P HUFSTETLER IY S.J.R.W.M. CARPER / i v &� ARMY CORPS of ENG CAPPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DAT :y- ® 1 ST REV PLANNING ® ® BUILDING 2ND REV PUBLIC WOR PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV ��4an mo frlE Q fan-rm fan fIhP.'Rvffldianu A)P.1nn 19'mPnt niece vnu have entered vour comments into the AS400. FLORIDA DEPARTMENT OF For Department Use Only HE T mount Fee Received Date Check No. From SP# MF# STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR APPROVAL OF SWIMMING POOL PLANS This form is to be completed and submitted with plans and specifications;in six copies along with the appropriate fee. New Construction X Revision Modification 1. Name of Project The Palms at Fleet Landing (POOL) Address of Pool 799 Mayport Crossing Blvd. City Atlantic Beach County Duval 2. Name of Owner Naval Continuing Retirement Foundation. Inc. d/b/a/Fleet Landing Phone Number( ) Mailing Address One Fleet Landing Blvd. City Atlantic Beach State FL Zip 32233 3. Pool Type: Conventional X Spa Wading Special Purpose Water Recreation Attraction Indoor X Outdoor Transient Non-transient X 4. No.of Units Served: 59 No. of Stories 3 Distance of Farthest Unit from Pool: Elevator:Yes No 5. Number of Sanitary Facilities: IWater Closets Urinals Lavatories Dressing Rooms Male 1 1 2 1 Distance From Female 1 1 1 Pool:+/-30 FT 6. Method of Waste Water Disposal: Air Gap to Waste 7. Pool Volume in Gallons: 27,706 Bathing Load: 20 Water Source: Local Utilities 8. Dimensions: Width:20' Length:45' Area: 922 SF Perimeter: 139 ft Depth: Max. 5-0" Min. 3'-0" Shape Rectangle 9. Type Construction Material: Shell Concrete Finish Marcite Color White 10.Equipment Make and Model: (A) Recirculation Pump:StaRite DMJ Flow 150 GPM At 83 TDH 5.0 HP (B) Filter: (1)Swimtime P251484 Area 12.57 Sq. Ft. Flow Capacity 188 qpm (C) Disinfection Equipment: Stenner 45M-5 Capacity 50 M GPD or❑ PPD (D) pH Adjustment Feeder: Stenner 45M-2 Capacity 10 (GPD) (E)Test Kit:Taylor TK 2005 DH 914, 9/99 (Obsoletes March 98 edition) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Buildins-dent(a,coab.us Application Number . . . . . 08-00000060 Date 2/08/08 Property Address . . . . . . 6002 FLEET LANDING BLVD Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 28000 -- ---------- - -- --------- -- - - - ------------ -- ---- -- -- --- - -- - --- -- --- ------ -- -- Application desc INSTALL SPA ----- --- ---- -- ---- --- -- -- -------- --- - -- - - - --- --- -- ---- - - - --- --- --- ----- -- --- Owner Contractor ---------- ------------ -- ---------- --- -- - - - - ----- SURFSIDE POOLS 313 BEACH BLVD. JAX BEACH FL 32250 (904) 246-2666 ----------------------------------------------------- ------ - - ------ - -------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 170 . 00 Plan Check Fee 85 . 00 Issue Date . . . . Valuation . . . . 28000 Expiration Date . . 8/06/08 -- --- --- --------- -- - -- -- -- - - - ------------- - - - - - -- -- --- - - -- - -- - -- -- - - -- - -- --- Special Notes and Comments *2004 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE ---- -------- -- --- --- ---- -- --- - -------------- - - - -- - -- ---- --- - -- - ------------- Fee summary Charged Paid Credited Due ----- - - ------- --- --- - - - ---- ------ - - -- -- -- - -- - -- -- - - - -- - -- Permit Fee Total 170 . 00 170 . 00 . 00 . 00 Plan Check Total 85 . 00 85 . 00 . 00 . 00 Grand Total 255 . 00 255 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. J\J' a CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 1 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept(iDwab.us Application Number . . . . . 08-00000059 Date 2/08/08 Property Address . . . . . . 6002 FLEET LANDING BLVD Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 85000 ----- ------- ------ - ---- -- -- - --- - - - - --- - - ---- - --- -- -- - - - - - -- - -- - - -------- ---- Application desc INSTALL SWIMMING POOL ------ ------------ --- -- ---- ---------- -------- - -- ---- - - -- - - - - ---- --- - -------- Owner Contractor - -- - --- -- -- - ---- - - --- - -- - ------------ ----- -- ---- SURFSIDE POOLS 313 BEACH BLVD . JAX BEACH FL 32250 (904) 246-2666 ------------ --- ------ - -- -- - - -- - - --- ------------- -- -- - - - - - ----- -- ---- ---- ---- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 400 . 00 Plan Check Fee 200 . 00 Issue Date . . . . Valuation . . . . 85000 Expiration Date . . 8/06/08 ------------ ------ -------- --------------- -- ------ -- --- - --- - -- - - ------ ------- Special Notes and Comments *2004 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE *HEALTH DEPT APPROVAL REQUIRED. --- - --------- -------- --------------- - -- -- - - -- - ----- -- - -- - ----------------- Fee summary Charged Paid Credited Due ---- ------ -- ----- ------ ---- ------- --- - -- - - --- - - --- -- --- - - Permit Fee Total 400 . 00 400 . 00 . 00 . 00 Plan Check Total 200 . 00 200 . 00 . 00 . 00 Grand Total 600 . 00 600 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of Florida County of Duva To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: 13S Ir9_�e, -S G t x•3'7 f a5 YAddress of property being improved: 1 V r 3 vim• cam-33 General description of improvements: Swimming pool installation A � Owner I V V Ig M�,TCI LA 1✓1� l (,t+ri e_ b4g a,t6� Address-1 f=ttjiEr.L,j-rr b AJ(i &4b. t Owner's interest in site of the improvement Fee Simple Titleholder(if other than owner) n.! A Name Address Contractor. Surf Side Pools Address 313 Beach Blvd. , Jacksonville Beach FL 32250 Phone No. 246-2666 Fax No. 249-8801 Surety(if any) 41 A Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name t aIAc+&jj Fa trwc. Address dALT w >¢S t 3 'Es f d0a"00W//E'E 340100. Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Q0 fjCg &q Address 1 F'Le"'L.pv%Jb)J ., l3i-vb. F1TZ,7x/r7 c., lbe"Ci-Jf pL ayv� Phone No. 904•M(e 9900 1 Fax No. 900.2 le•9Vii� in addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2) (b), Florida Statutes. (Fill in at Owner's option). Name J I A Address Phone No. Fax No. --°-- A-ta of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a 02/19/2008 TUE 10:38 PAX 14001/004 is MOVE IGH GUM E.-N G I N E E R I N G - I N C THRESHOLD REPORT PROJECT: The Palms at Fleet Landing OWNER: Naval Continuing CareRtefirement Community Center Foundation,Inc. MME PROJECT No.: 08013 LOCATION: Atlantic Beach,Florida ARCHITECT: Michael Glenn Hull Noelker and Hull Associates,Inc. PERMIT No. 07-00000848 ENGINEER of Brian R.Abel,P.E. RECORD: ABEL Consulting Engineers REPORT No.: 10 CONTRACTOR: RPC General Contractors,Inc. INSPECTION: PERSONNEL PRESENT: DATE: February 13,2008 Bobby Haines—McVeigh&Mangum TIME: 9:30 am to 10:30 am Steve Smedley—RPC WEATHER CONDITIONS: 65 Ff,cloudy K GENERAL PROJECT PROGRESS&OBSERVED WORK IN PROGRESS: • Elevator stem was under construction. • Column pedesWs were being constucted and comWed. R WORD OBSERVED: ` Column pedestals at M3,M4,1A,H3,H4,D5,A10,B21,D17,D21,R22,R25,U25,R28,R30,U30,U32,GG30, GG28,GG25,GG22,GG21 and FF21. Elevator pit stem walls were observed. DEVIATIONS/DEFICIENCES OBSERVED&RECOMMENDED CORRECTIVE ACTION: 10-1 Pedestals at EE21,M4 and H4 need to be reconstructed to provide adequate cover per detail T3300.40.. STATUS OF CORRECTIVE ITEMS OR DEVIATIONS PREVIOUSLY REPORTED: Si _ REPORT&ITEM NUMBER CORRECTIVE ACTION COMPLETED(IO 5-1 Footing shall bre observed upon casting along with written direction from the ' Engineer of Record. 8-1 The liedestals at GG28,GG30,R30,U30,U25,'135 and B21 were re-observed X I and were constructed according to structural drawings- 10-1 Pedestals-must be corrected and shalt be re-observed upon completion. ST'RUCT'URAL • MECHANICAL • ELECT•RICAL - PLUMBING • FIRE PROTECTION • TECHNOLOGY 9133 R.G. Skinner Parkway - Jacksonville, Florida 32256 (904) 483-5200 - Pax (904( 636-6770 •. mailemcveighmangum.com 02/19/2008 TUB 10: 39 PAX 2002/004 The Palms at Fleet Landing—Community Center ` THeshold Report No.:10 I Page-2- REMARKS: Respectfully Submitted, McVeigh& Engineering,Inc. Im . .E. Threshold Building Inspector of Record Florida Registered Professional Engineer License No.:52735 Florida Registered Special Inspector No.: 1161 4rtHaines,E1 License No: 23451 Authorized Representative to Threshold Building Inspector of Record Distribution to: Naval Continuing Cate Retirement . Noelker&Hull Associates,Inc. RPC General Contractors,Inc. Foundation,Inc. 30 West King Street 248 Levy Road DIB/A/Fleet Landing Chambersburg,PA 17201 Atlantic Beach,Fl 32233 One Fleet Landing Boulevard (717)263-8464 (904)241-4416 Atlantic Beach,FL 32233 (717)263-6031 fax (904)241-4427 fax (904)246-9900 Attn: Shelia Ramey Attn:Scott Ross—Prgject Manager r` (904).246-9447 fax Ben Chamberlin Stacey Brooks z;. Attn:John Meserve—Exec.Director Jason Sanbower Sta fal t �Y r�cgc.mm Roger Palmer—CFO/COO jsanbowerklnoelkerhull.com scottt-moc.corn captainpfleetandim.com bchamberlin noeikerhuff.com srameyanoelkerh ull.com Nick Y.Oweis,P.E. David Hufstetler Abel Consulting Engineers Chief Engineer Building Official 814 West Diamond Avenue Ellis&Associates,Inc. City of Atlantic Beach Suite 400 7064 Davis Creek Road 800 Seminole Road Gaithersburg,MD 20878 Jacksonville,FL 32256 Atlantic Beach,FL 32233 (301)258-8884 Cell-(904)_219-7584 Phone:904-247-5826 (301)258-9457 fax Direct-(904)886-5113 Fax:904-247-5845 Attn:Stacy Rogers gacvr@acepa.net Fax(904)880-0970 Brian Abel t: 02/19/2008 TUE 10: 39 PAX ®003/004 i i 1 i I MCVEIGH&MANGUM ENG I N E E R I N G - INC STRUCTURAL • MECHANICAL • ELECTRICAL • PLUMBING • FIRE PROTECTION TECI3NOLOGY 9133 R-G.Skinner Parkway • Jacksonville,Florida 32256 (904)483-5200 . Fax(904)636.6770 • rnailamovcigfgru�.com THRESHOLD INSPECTION { CONSTRUCTION DEVIATION&CORRECTION LOG Project: The Palms at Fleet Landing-Community MME Project 08013 , Center No: 1 Location: Atlantic Beach,Florida t Report No. DescriGoa of Required Date of Date of Item No. Construction Deviation* Corrective Action Observation Correction 1-1 Footings have excess water throughout. Water must be pumped out and 1/22/2008 1/23/2008 adequate cover must be provided between ground and steel. Footings shall be re- observed upon water removal, footing cleanout and grade installation.Report##2: Footings were re-observed ' upon concrete casting and were j acceptable per structural E drawings and specifications. 4-1 Masonry reinforcement is not clearly called Contractor to obtain written 1/30/2008 2/5/2008 out for interior masonry walls at stair pit. confirmation for the Engineer Currently,##5 dowels at 32"on center are in of Record prior to concrete place. placement Report#117:written confirmation was obtained Ifrom the Engineer of Record ( indicating proper reinforcement at interior and exterior walls. 4-2 Sump pit and elevator piston hole are not in Contractor to place pits per 1/30/200g 2/8/2008 place at elevator pit. drawings and footings shall be re-observed upon completion. Report##9:Contractor placed sump pit and elevator piston hole at elevator pit per drawings and footings were re- observed. "Supple notal Infonmtion or direction is provided in the noted=ports Page 1 of 2 ivmawms\n.er.r R.o %o,xtx.>A** 02/19/2008 TUB 10: 39 FAX 2004/004 i THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG 5-1 Concrete footing at I.1H20 was not in place Contractor must obtain written 1/31/2008 according to structural sheet SLL It was direction from the Engineer of not dug out to be poured integrally with the Record to properly cast the F34 adjacent F238x60 footing per S1.1. footing at this location,either doweled into F238x60 or cast + separately adjacent to F238x60. 7-1 Footings R3 and R4 were not in place Footing reinf =mcnt must be 2/5/20082/7/2008 according to structural drawings. Footing switched back as shown on steel and piers at gridlines U2,U3 and U4 structural drawings. Footing were in place at gridlines R3 and R4. steel shall be re-observed upon completion.Report#8: Footings R3 and R4 were re- constructed according to t structural drawings and proper steel reinforcement was in place. 8-1 Various pedestals did not have adequate cover The pedestals at gridlines GG28, 2/7/2008 2/13/2008 per detail T3300.40. Steel and formwork GG30,R30,U30,U25,D5 and were corrected at all but 7 locations. 821 must be reconstructed per structural drawings providing adequate 2"cover. Report#10: T-he pedestals at GG28,GG30, R30,U30,U25,135 and B21 were re-observed and were constructed according to structural drawings. 10-1 Pedestals at EE21,M4 an cl H4 did not have Pedestals at EE21,M4 and H4 2/13/2008 adequate cover per detail 73300.40. need to be reconstructed to provide adequate cover. - { s s 3 ' $Uppkmeatal Infomaation or direction is provided in the noted reports Pogo 2 of 2 4p—NIMuaSCOC1yW CITY OF ATLANTIC BEACH .� 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept@coab.us Application Number . . . . . 07-00000848 Date 2/20/08 Property Address . . . . . . 6002 FLEET LANDING BLVD Application type description COMMERCIAL NEW CONSTRUCTION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3534479 ---------------- -- ------- -- - - - -- ----- ------- - -- - -- --- - -- - - ------- - --- - -- ---- Application desc community center ---- - --- --- --- -- --- -- -- --- -- - - - - - ---- - - - ---- - --- -- - -- - -- - ---- - ---- - ---- -- --- Owner Contractor --------------- -- ------- --- -------- ---- --------- R. P . C. GENERAL CONTRACTORS 248 LEVY RD ATLANTIC BEACH FL 32233 (904) 241-4416 ----------- ----- -- --- Structure Information 000 000 -- --- -- - - - - ----------- Construction Type . . . . . TYPE III-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------------ --- -- --- -- -- ---- --- - - - --- -- -- ---- ----- ------- - --- ------ --- ------ Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 742 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/18/08 --------------- -- ------------------- ----- -- -- ------ - --- -- - --- - - --- ---- --- --- Special Notes and Comments *2004 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE *PROVIDE FINAL ELEVATION CERTIFICATE PRIOR TO C .O . MUST MEET ALL FIRE DEPT. CONDITIONS; CONTACT CAPT. ALVIN FLOYD @ (904) 630-4789 . If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow requirements . At a minimum, will require double check backflow preventer. Sheet FP1 . 0 - Item 10 - What si MIC Risk? Jacksonville Beach Public Works has nothing to do with the water system. ----------- ------------------- - -- - ---- - -------- -- - ---- -- --- ----------------- Fee summary Charged Paid Credited Due ----- -- --- -- ----- - --------- - - - - - - - - - - -- -- -- --- - - - ------ -- Permit Fee Total 742 . 00 742 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 742 . 00 742 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 07- h,. t 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 I OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY 911WRIMI (O �� -7/EeT (..,PfND1NG- 84(/ D 0 NO S PERMIT#:07-DeDOb$yS .lG� Q,g Atlantic Beach FL 32233 fid^ � •'+"9l 1. �� '.�,.� '� a J5, a E. <, a,`&...a 'vK'- 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 7 NAME OF COMPANY'. 8.ADDRESS.. ��}L•xSO�[�/C.GG S'cD`tf- o o Coo. oe• 4 Sq S so bc� G°E7V7�4 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.: C lt:C Did t 2 961/ - 2/9 -29/y 9blf-,26f- 539 12.EMAIL ADDRESS: 13.OFFICE PHONE: 14. rZ_c./5 4411-1 L9 01/- 2-61? -6 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: 214EW 06 FLORIDA BUILDING CODE- CI RE-PIPE PLUMBING ❑OTHER: BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK z. DRINKING FOUNTAIN WATER CLOSET TANK 3 to FLOOR DRAIN /57 WATER CLOSET VALVE "7 HOSE BIB / WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR _ WATER HEATER 17 LAVATORY 3 URINALS L LAUNDRY TRAY OTHER (SPECIFY): Z. ROOF DRAIN PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: /d x $7.00 (PER FIXTURE) + $35.00 = 7-271^ mo COAB FORM BLDG03:REVISED:2/19/2008 05/03/2008 TUB 8:29 PAX 3001/011 f MNEIGH&Mk4GUM E M G I N EEFLI NG - INC THRESHOLD REPORT PROJECT: The Palms at Fleet Landing OWNER: Naval Continuing Care.Retirement Community Center Foundation,Inc. MME PROJECT No.: 08013 LOCATION: Atlantic Beach,Florida - ARCHITECT: Michael Glenn Hap Noelker and Hull Associates,Inc. PERMIT No. 0740000848 ENGINEER of Brian R.Abet,P.E. RECORD: ABEL Consulting Engineers REPORT No.: 34 CONTRACTOR: RPC General Contractors,Inc. INSPECTION: PERSONNEL PRESENT: DATE: June 2,2008 Bobby Haines—McVeigh&Mangum TIME: 9:00 am to 10:00 am Steve Smedley—RPC WEATHER CONDITIONS: 90 Ft,sunny GENERAL PROTECT PROGRESS&OBSERVED WORK IN PROGRESS: • Moment welding was in progress throughout the building. • Masonry at the elevator and stair shafts erected and ready for grout. 3' • Column leave outs were cast. WORK OBSERVED: • Masonry construction was observed for reinforcement,spacing,cleanliness and laps. • Moment connections were observed at all first floor locations. Connections were visibly observed. Weld integrity:? reports from Ellis&Associates shall be observed upon completion. • Moment connections were observed at the roof level between gridlines 1&21 and A&U. c, DEVIATIONS/DEFICIENCES OBSERVED&RECOMMENDED CORRECTIVE ACTION: 34-1 Masonry reinforcing was not tied at I0"wall. Masonry must be secured in place with reinforcing on each face. 06/03/2008 TUE 8: 29 PAX 0002/011 i The Palms at Fleet Landing-Community Center Threshold Report No.:34 Page-2- STATUS OF CORRECTIVE ITEMS OR DEVIATIONS PREVIOUSLY REPORTED: REPORT&ITEM NUMBER CORRECTIVE ACTION COMPLETED 00 23-1 Weld was completed per direction from the.Engineer of Record. X 27-2 Additional bolts were installed per the Engineer of Record at specified location X (see attached pictures). 32-1 Anchor bolts were installed per the Engineer of Record at locations specified X (see attached pictures). 32-2 Further action may be taken upon direction from the Engineer of Record. 34-1 Masonry reinforcing was tied during the site visit. X REMARKS: Respectfully Submitted, McVeigh&M &eering,Inc. 1007 Ttm W.Ow ,P. Threshold Bu► ing Inspector of Record Florida Registered Professional Engineer License No.: 52735 Florida Registered Special Inspector No.: 1161 Mbert A. Haines,E,1. icense No: 23451 Authorized Representative to Threshold Building Inspector of Record Is Distribution to: At: Naval Continuing Care Retirement Noelker&Hull Associates,Inc. RPC General Contractors,Inc. Foundation,Inc. 30 West King Street 248 Levy Road D/B/A/Fleet Landing Chambersburg,PA 17201 Atlantic Beach,F132233 One Fleet Landing Boulevard (717)263-8464 (904)241-4416 x. Atlantic Beach,FL 32233 (717)26.3-6031 fax (904)241-4427 fax (904)246-9900 Attn:Brenda Mowen Attn: Scott Ross-Project Manager i. (904)246-9447 fax Ben Chamberlin Jennifer Snow Attn:John Meserve Exec.Director Jason Sanbower Jennifer@rowc.com Roger Palmer-CFO/COO jsanbow", noelkerhulicom scott*-r=c.com M captainCoAgetlanding.com bchamberlinCd_jnoe[kerhull com bmowenCa)noeikerhull.com 06/03/2008 TUB 8: 29 FAX 0003/011 III The Palms at Fleet Landing—Community Center Threshold Report No.:34 Page-3- Nick Y.Oweis,P.E. David Hufstetler Abel Consulting Engineers Chief Engineer Building Official 814 West Diamond:Avenue Ellis&Associates,Inc. ... . ---Suite.40.0-............... - - 7064 Davis Creek Road 800 Seminole Road Gaithersburg,MD 20878 Jacksonville,FL 32256 Atlantic Beach,FL 32233 (301)258-8884 Cell-(904)219-7584 Phone:904-247-5826 (301)258-9457 fax Direct-(904)886-5113 Fax: 904-247-5845 Attn:Stacy Rogers stMrOacepg-net Fax(904)880-0970 Brian Abel �. g. Nw H 7 i i'Alm, 11,71 7, i,( L ri'.• XM1K l�t } 5' ` v �• �'Y' v� a ;DHy. �'�� !�t LC�ti �k:.c,��4 ��"r '! sv� r,, yt. !• � � :, 1;�Y � � ,�•sr } �ti. .. , " M1r �"a hy'S. �" +. -' Ary... . ♦,,t ham`•, .�.� . ��`. } x �� +ry,. ��_• - 06/03/2008 TUE 8: 33 FAX 2005/011 li I I , r MCVEIGH&MANGUM E N G I N I E R I N G - I N C =CTURAL MECHANICAL • ELECTRICAL • PLU IJINla FIRE PROTEC71ON TECHNOLOGY l 9133 R.G.Skinner Parkway • Jacksonville,Florida 32256 ! (904)483-5200 - Pax(904)636-6770 • msik, ncveighmangurn.com 11j THRESHOLD INSPECTION CONSTRUCTION DEVIATION do CORRECTION LOG Project: The Palms at Fleet Landing-Community MME Project 08013 Center No: Location: Atlantic Beach,Florida ' Report No. Description of Required Date of Date of Item No. Construction Deviation'* Corrective Action Observation Correction 1-1 Footings have excess water throughout. Water must be pumped out and 1/22/2008 .. 1!232008 adequate cover must be provided between ground and steel. Footings shall be re- observed upon water removal, footing cleanout and grade installation.Report#2: Footings were re-observed upon concrete casting and were acceptable per structural drawings and specifications. 1 4-1 Masonry reinforcement is not clearly called Contractor to obtain written 1/30/2008 2/52008 out for interior masonry walls at stair pit. confirmation for the Engineer Currently,#5 dowels at 32"on center are in of Record prior to concrete place. placement.Report#7:Written confirmation was obtained from the Engineer of Record indicating proper reinforcement at interior and exterior walls. 4-2 Sump pit and elevator piston hole are not in Contractor to place pits per 1/302008 2/82008 place at elevator pit. drawings and footings shall be re-observed upon completion. Report#9:Contractor placed Sump pit and elevator piston hole at elevator pit per drawings and footings were re- observed. *Supplemental Information or duction ie providLd in the nous!reports Page 1 of 7 •y....wroa{tx t.tr+ 06/03/2008 TUE 8: 34 FAX 2011/011 THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG .1 32-1 Anchor bolts not high enough at 4 column Contractor to obtain written 5/21/2008 6/2/2008 locations(L8,P 11,R 16&D 10). correction from the Engineer of Record and repair the anchor i bolts as required. Anchor bolts shall be corrected per written direction from the Engineer of Record and observed upon completion.Report#34:Anchor bolts were installed per the Engineer of Record at locations specified. 32-2 Upon casting the second floor deck,W 12x 14 Contractor to notify the Engineer 5/21/2008 composite beams between A&D and 5& 13 of Record and obtain written appear to have deflected up to I"below level direction of appropriate action. and show signs of lateral warping. Further action may be taken upon direction from the Engineer of Record. 33-1 Masonry vertical steel was not in place per the Steel must be placed and tied per 5,77/2008 ' 5/27/2008 structural drawings. Steel was not properly the drawings. The Contractor secured at the exterior wall locations. was notified and the steel was placed and tied per the drawings. 341 Masonry reinforcing was not tied at 10"wall. Masonry must be secured in place 6/212008 6/2/2008 with reinforcing on each face. Masonry reinforcing was tied dori the site visit. f r%vPPk-tncntal Information or direction isImni&J inrhrnotaxlrep-rts Page7of7 �:vnnu.q nr,wu�.pevraluxi.,,a 06/03/2008 TUE 8: 34 Fax 14010/011 f I J THRESHOLD INSPECTION iCONSTRUCTION DEVIATION&CORRECTION LOG ,j 29-2 No documentation was observed for deck Contractor to obtain written letter 5/15/2008 5/19/2008 attachment to steel. The deck was attached from the Engineer of Record l with 5/8"puddle welds at every flute and 2- verifying attachment.Report 10 sidelap screws per span. #31:Received written confirmation from the Engineer I of Record regarding deck t attachment. 29-3 Deck edge angles were not bolted to masonry Contmetor to obtain written 5/15/2008 5/19/2008 per 5-CC. correction from the Engineer of Record.Report#31:Engineer of Record verified acceptability of fastening beams to masonry below slab after deck casting. 29-4 No studs were called out on W21 x50 along Engineer of Record to verify that 5/15/2008 -5/19/2008 gridline 21 between P&R. no studs are required at this location.Report#31:Engineer of Record verified in writing that no studs are required. 29-5 Perimeter studs were welded directly to the The Engineer of Record verbally 5/15/2008 5/1912008 deck edge angle. indicated that the studs must be welded directly to the beam flanges through the deck edge angles. Perimeter studs shall be re-observed upon proper re- installation.Report 031:New studs were observed at the perimeter beam locations welded directly to the beam flanges through the deck edge angles. 29-6 See attached reports from Ellis&Associates Items 41 &#2 on the 5/9/08 5/152008 5/19/2008 dated 5/9108 and 5/14/08. report were corrected(See report dated 5/14/08). Contractor must obtain written direction from the Engineer of Record regarding item#3(see report dated 5/14/08).Report#31:Engineer of Record provided written documentation indicating that no further action was needed for item#3 on Ellis&Associates report dated 5/9108. `Surplemwntal Infomution or diaxtinn is prrnitW in the nouxl reports Page 6 of c�.rMnu�n.,au s.�.Wos.axi«a 06/03/2008 TUE 8: 34 PAX 2009/011 l ' I ` THRESHOLD INSPECTION , CONSTRUCTION DEVIATION&CORRECTION LAG 24-2 Exterior wall along gridline J does not have Wall must have 1 #5 E.F.at 8"on 4/22/2008 4/23/2008 required reinforcing. center per structural plan notes. Contractor was notified and correct reinforcement will be observed upon completion. Report#25:Additional steel was added per structural plan notes. 24-3 Reinforcement did not have sufficient lap Lap lengths must be provided per 4/22/2008 4/23/2008 lengths per structural detail T4230.03. T4230.03. Correct laps will be observed upon completion. Report#25:Lap lengths were correct at rebar locations. 27-1 Columns at gridlines U25,U28,GG28,JJ 14, Nuts must be installed per 4/30/2008 5/21.2008 HH4,FF4&VI were missing 1 nut. structural drawings. Nuts shall be observed upon installation. Report#28:Columns at gridlines FF4,VI,HH4,J314,U25 and U27 had proper amount of bolts. Column at GG28 was removed at time of observation. It shall be observed upon re-inspection. Report#32:Column was in place with all 4 nuts properly fastened. 27-2 Column at GG32 has 2 nuts with only 50°/a Contractor must notify the 4/302008 62/2008 thread installation. Engineer of Record and obtain written direction for acceptable field fix and/or modification. Column will be observed upon completion of required modification specified by Engineer of Record.Report#34: Additional bolts were installed per the Engineer of Record at cified location 29-1 #4 top steel across steel girders was not Steel must be chaired so that it 5/152008 5/16/2008 haired up per T5120.12. rests in the top portion of concrete.Report#30: Reinforcing steel was raised to the top of the concrete deck per the structural drawings with plastic chairs at all girder locations. =sumici nual information or dim-aim is provkW in tlx txttt-d reports Page 5 of 7 06/03/2008 TUE 8: 34 FAX 14008/011 i } i THRESHOLD INSPECTION } CONSTRUCTION DEVIATION&CORRECTION LOG } 19-2 Turn down edges at various locations were Turn down edges must be 3/27/2008 3/28/2008 not fully clean. sufficiently cleaned out. Turn down edges will be observed for cleanliness at next visit.Report #20:Turn down edges were vro2grly cleaned out. 19-3 IVapor barrier at construction joint was not Vapor barrier must be taped or 3/27/2008 3/28/2008 lapped per drawings. lapped. Vapor barrier repair will be observed upon next site visit. Report#20:Vapor barrier was patched and repaired at required locations. 22-1 Columns did not have all four anchor bolt Contractor to complete 4115/2008 4/18/2008 nuts in place at the following locations:C23, installation and install and tighten K22,H3,H4&DI 0. nuts at these locations. Nuts shall be properly installed prior to slab fill-in.Report#23:Nuts were properly installed at required locations. 23-1 Moment connections were missing at L13& Welds were in progress at these 4/18!2008 6/2/2008 L15. locations. Welds shall be observed upon completion. Report#31:Moment connections supplied by the Engineer of Record(see attached). Connection shall be 1 observed upon completion. Report#34: Weld was comp! Record.r direction from the Engineer o 23-2 Ultrasonic weld testing has not been Contractor to verify required 4/18/2008 5/15/2008 performed. testing and hire an independent testing firm to perform the tests. Weld test reports shall be observed upon completion. Report#29:Moment weld test reports were received along with stud tests from Ellis& Associates. 24-1 Masonry vertical steel was note secured and Steel must be secured and in 4/22/2008 4/23/2008 tied in place at any locations. proper position prior to masonry casting. Contractor was notified and correct bar spacing and ties will be observed upon completion.Report#25:Steel Iwas properly tied in place. * , -imritalInfiumatkinor ducction is ptovidcd in the notcd ttports Page 4 of 7 �vwvwtt\tn uay.mvan,<nc 06/03/2008 TUE 8: 33 PAX 2007/011 1 I THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG j12-1 Footing steel was in place at perimeter Based on the Geotechnical 2/24/2008 _ 2/26/2008 column footings along gridlines HH,Q,and Engineer on site and the previous 22. 6"of#57 stone was not in place per letter from the Geotechnical Geotechnical requirements. Engineer,the stone needs to be in place prior to casting concrete. Contractor was notified and footings shall be observed upon completion.Report#13:6"of i #57 stone was property in place below exterior footing and steel as required by the Geotechnical Engineer, 15-1 Stab edges along R,2I and GG did not have Contractor was notified that the 3/4/2008 3/17/2008 required#4 dowels at 2'-0"on center per perimeter walkway was no longer detail 12-CC. a slab on grade,but concrete pavers. Contractor to provide documentation of slab removal and concrete paver installation. Report#17:Dowels are not required per letter from the Engineer of Record. 16-1 Footing pedestal ties were not in place at 12" Contractor was notified and tie 3/6/2008 3/6/2008 on center at footings U2,U3,V I,Xl and spacing must be corrected. Ties AA2 per T3300.40. were placed as required by structural detail. Remaining ties must be placed at time of pedestal ing.- 16-2 Excess water in various footings. Water must be removal. Water 3/6/2008 3/6/2008 was pumped out during site visit. 17-1 Concrete pedestal steel at U-4 was too short Contractor was notified and steel 3/17/2008 3/17/2008 and must be extended up to within 2"of top lap bars and additional ties must of pedestal per structural drawings. be installed. pedestal steel was lapped and additional steel ties were installed. 17-2 Steel ties were not in place per structural Additional#3 tie must be 3/17/2008 3/17/2008 drawings at AA-4. installed. Contractor was notified and steel must be provided. Additional steel ties were installed as required. 19-1 6'-0"long 44 bars at slab perimeter per-14- Additional chairs must be placed 3/27/2008 3/28/2008 CC were not sufficiently chaired. to obtain adequate cover. Contractor was notified and additional chair_s shall be observed upon completion. Report#20:Chairs were in place 1providinit Droocr cover. s suppkmantal Information or directum is provkkd in the rnuul rgwrrs Page 3 of 7 x, Mn..a.M mr- %Ml343X i.*& 06/03/2008 TUE 8: 33 FAX 2006/011 I I i THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG 5-1 Concrete footing at HH2O was not in place Contractor must obtain written 1/31/2008 3/17/2008 according to structural sheet.S1.1. It was direction from the Engineer of not dug out to be poured integrally with the Record to properly cast the F34 adjacent F238x60 footing per S1.1. footing at this location,either doweled into F238x60 or cast i separately adjacent to F238x60. Report#17:The Engineer of Record provided a letter indicating that it is acceptable to cast F34 footing separately from F238x60. 7-1 Footings R3 and R4 were not in place Footing reinforcement must be 2/5/2008 2/7/2008 according to structural drawings. Footing switched back as shown on steel and piers at gridlines U2,U3 and U4 structural drawings. Footing were in place at gridlines R3 and R4. steel shall be re-observed upon completion.Report#8: Footings R3 and R4 were re- constructed according to structural drawings and proper steel reinforcement was in place. 8-1 Various pedestals did not have adequate cover Ile pedestals at gridlines GG28, 2/7/2008 2/13/2008 per detail T3300.40. Steel and formwork GG30,R30,U30,U25,D5 and were corrected at all but 7 locations. 1321 must be reconstructed per structural drawings providing adequate 2"cover. Report#10: The pedestals at GG28,GG30, R30,U30,U25,D5 and B21 were re-observed and were constructed according to structural drawings. I 10-1 Pedestals at EE21.M4 and H4 did not have Pedestals at EE21,M4 and H4 2/13/2008 2/19/2008 adequate cover per detail T3300.40. need to be reconstructed to provide#*nate cover. Report #11:Pedestals at EE21,M4 and H4 were reconstructed to provide adequate cover. •Suppkinuntal Infomwtinn or direction is provided in do tuned mTxmts Par 2 of 7 NA33W IjV'n,w"—VWW SIZ:1,%.b CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j 4 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 r jilt Application Number . . . . . 08-00000914 Date 7/08/08 Property Address . . . . . . 6002 FLEET LANDING BLVD Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc fire sprinklers ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ EVANS FIRE PROTECTION JAX FL 32205 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/04/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Florida Building Code Online Page 1 of 3 a �r a w BCIS Home Log In Hot Topics Submit Surcharge Stats&Facts ! Publications FBC Staff B Product Approval USER: Public User R • Product Approval Menu > Product or Application Search > Application List> Application Detail FL # me" FL3101-R1 Application Type Revision Code Version 2004 Application Status Approved E -It,1. Comments CO2 Archived r7"" Product Manufacturer Windsor Republic Door, Inc. Address/Phone/Email 155 Republic Dr. McKenzie, TN 38201 (800) 733-3667 ext 1927 jasonl@republicdoor.com Authorized Signature Jason Lisewski jasonl@republicdoor.com Technical Representative Jason W. Lisewski Address/Phone/Email 155 Republic Dr. McKenzie, TN 38201 jasonl@republicdoor.com Quality Assurance Representative Carver Cathey Address/Phone/Email 155 Republic Dr. McKenzie, TN 38201 carverc@republicdoor.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgswCYWefM2... 12/20/2006 Florida Building Code Online Page 2 of 3 Certification Agency Miami-Dade BCCO - CER Referenced Standard and Year (of Standard Standard) Metro Dade County Protocol TAS 201, TAS 202, TAS 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/06/2005 Date Validated 06/14/2005 Date Pending FBC Approval 06/14/2005 Date Approved 06/29/2005 Summary of Products FL # Model, Number or Name Description 3101.1DE series doors and ME HVHZ Approved Commerc series frames 6070 max pair and Frames (NOA #02-03 Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: PTID 3101 R1 I Dadesi Impact Resistant: PTID 3101 R1 I Republ Design Pressure: +/- Verified By: Other: Double door outswing +/- 50 P.S.F. design pressure 3101.2 DM series doors and ME HVHZ Approved Commerc Series Frames 4080 max and Frames (NOA #01-09 single Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Single Door outswing +/- 90 P.S.F. design pressure Back Next http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgswCYWefM2... 12/20/2006 Florida Building Code Online Page 3 of 3 DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Suncom 277-1824, Fax(850)414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Discl, Product Approval Accepts: - " eCheck verlsipn Seeurtd VERIFY http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgswCYWefM2... 12/20/2006 M I A M I•DADE MIAMI-DARE COUNTY,FLORIDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET,SUITE 1603 MIAMI,FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX(305)375-2908 Republic Builders Products CONTRACTOR LICENSING SECTION 155 Republic Drive,Hwy.22 & Como Rd. (305)375-2527 FAX(305)375-2558 Mckenzie,TN 38201 CONTRACTOR ENFORCEMENT DIVISION (305)375-2966 FAX(305)375-2908 PRODUCT CONTROL DIVISION (305)375-2902 FAX(305)372-6339 Your application for Notice of Acceptance(NOA) of: Series DM418 Flush Outswing Commercial Steel Door under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein,has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office(BCCO)under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0907.08 EXPIRES: 10/01/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET,SEE ADDITIONAL PAGES FOR SPECIFIC AND_D GENERAL CONDITIONS BUILDING CODE&PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. } T Francisco J.Quintana,R.A. Director Miami-Dade County APPROVED: 10/18/2001 Building Code Compliance Office \\045000I\pc2000\\temp1ates\notice acceptance cover page.dot Internet mail address: postmaster@buildingcodeonline.com i Homepage: http://www.buildingcodeonline.com Republic Builders Products ACCEPTANCE No.: 01-0907.08 APPROVED: October 18,2001 EXPIRES: October 1,2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This renews Notice of Acceptance (NOA)No. 98-0515.04, which was issued on October 1, 1998. It renews the approval of a commercial steel door, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami-Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series DM418 Flush Outswing Commercial Steel Door- Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 5001-46, titled "DM418 4080 Single Door and ME416 534 Frame", Sheets 1 through 4 of 4, prepared by manufacturer, dated 08/19/97 and revised on 8-5-98, bearing the Miami-Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami-Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of single door only,as shown in approved drawings 4. INSTALLATION 4.1 The commercial steel doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the SFBC in order to properly evaluate the installation of this system. Raul Rodriguez, Product control Division 2 Republic Builders Products ACCEPTANCE No.: 01-0907.08 APPROVED: October 18,2001 EXPIRES: October 1,2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation,including test supporting data, engineering documents, are no older than eight(8)years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product(identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance,including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials,use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance,unless prior written approval has been requested (through the filing of a revision application with appropriate fee)and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed,then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents,where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1,2 and this last page 3. END OF THIS ACCEPTANCE Raul odriguez, ief Product control Division 3 REV EcNATE DATE REVISION A 80048 8/5 98 RELEASED ANCHOR LOCATIONS ""D 2.000 4' -2-000 16 GAGE CHANNEL WITH OPTIONAL 12 GAGE CLOSER REINFORCEMENT ALONG TOP PERIMETER OF DOOR. 6.000 WEATHERSTRIPPING: REESE 353A ALUMINUM (ALLOY 6063-T5) DRIP CAI' WITH VYNIL FLAP, REESE VINYL BULD 097 AND 807C o ALONG HEADER. o N 16 GAGE 5 3/4" DEPTH FRAME WITH MITERED CORNER CONSTRUCTION WITH FOUR INTEGRAL TABS WHICH INTERLOCK 7116 JAMBS TO THE HEAD DESIGN PRESSURF HATING 43XOG POSITIVE 190 pSF ro L NEGATIVE _90 IISF EXTERIOR INTERIOR A 14 GUAGE STEEL REINFORCING PLATE AT LOCK STRIKE LOCATION HARDWARE 13 GAGE STRIKE PLATE BEST 93K7D15D LEVER TYPE DAYTON MODEL SP-478-JI CYLINDRICAL LOCK 16 GAGE CYLINDRICAL LOCK REINFORCEMENT AT LOCK LOCATION, 43,000 16 GAGE CHANNEL INSIDE VERTICAL PERIMETER OF DOOR ON HINGE SIDE, WELDED-ON 16 GAGE CHANNEL ALONG BOTTOM SILL ANCHOR L PERIMETER OF DOOR. FOUR 110 X 1 1WOOD SCREWS AT SILL 6.000 REESE TS 550A THRESHOLD WITH TL7A A ATCHED TO BUCK STRIP. 143 L13S PER SCREW. MINIMUM EMBEDMENT IS 1.330". Te ALUMINUM ALLOY �6063-Tfi} HOOK 12" 12"_�12" 61 (TABLE 19 IN ANCHOR CALCS.) DIMENSIONS: 1/2'H X 5-W 9 GUAGE HINGE REINFORCEMENT VERTICAL CROSS SECTION B-0 PLATE AT EACH HINGE LOCATION WIRE MASONRY ANCHOR APPLICATION T-MASONRY ANCHOR APPLICATION HINGES: CAL ROYAL MODEL BB31 MINIMUM CONCRETE STRENGTH AT MINIMUM CONCRETE STRENGTH AT DIMENSIONS: 4 1/2" X 4 1/2' SILL AND JAMB; 1500 PSL SILL AND JAMB; 1500 PST, PRODUCT RMWE APPRMID AS COMPLYING WITH TIN HORIZONTAL CROSS SECTION A-A ACCCVEPTANNCMB 08 SOUTH LO IRA g(IIII)MG('001: TWO#I-Z X 3 WOOD SCREWS PER ANCHOR W_-Z 0.L 106 LBS PER SCREW MINIMUM EMBEDMENT EXPIRA & REESE 897 WEATHERSTRIP LOCATED IS 1.148'. (TABLE 19 IN ANCHOR CALCS.) VERTICALLY ALONG SOFFIT OF JAMB, PRODUCT D S S'f 4'4' SU1tD,J1iG COM COMPLA4CF OFFICE . ..... suiuma CODS COWLIMCE OFFIX K ACCEPMIXT.10,? MAXIMUM SHIM SPACE BETWEEN 5,750 INTERIOR ANCHOR AND STUD IS 1/4". v.0t wixg.." TITL& PRODU WE cm Ncf ' 7 IS A 0 TA) 50 INTERIOR E Tt 'T N (WOOD STUD ANCHOR SHOWN) Mm"MOM No Oil'1`0 DM418 4080 SINGLE DOOR AND ME416 534 FRAME 1013 IMMSS OMAN=SPUM&P ASSY. FOR DADE COUNTY HURRICANE TESTING CEM N UNLESS OTHERWISE SPECIF19D AIL SUPERSEDES: NONE SUPERSEDED By NONE 9 GAGE HINGE REINFORCEMENT EXTERIOR 3 H DIMENSIONS ARE IN INCHES. CAL-ROYAL BB31 HINGE REESE 807C WEATHERSTRIP LOCATED I HINGE C T 0'' I REESE 807C WEATHERSTRIP LOCATED VERTICALLY�CALONG STOP OF JAMB. DRAWN BY DATE: CIIECUO JAMB. Mo H VERTICALLY ALONG STOP OF JAMB, F�DOOR DIMENSIONS: 4' W X 8' H X 1.750' T (NOMINAL) MG I B/19/97 WK CO 47,750" W X 915.125" H X L750- T (ACTUAL} G Na doors I - 50 A DOOR CORE MATERIAL TYPE 99-0-3/4 KRAFT PAPER HONEYCOMB doors-frames I OF 4 (�]_— � DOOR SKIN MATERIAL 18 GAGE COLD ROLLED STEEL PART NOM,il YIELD STRENGTH: 35,600 PSI Mc)(Onl.,TN SCA14 NTS I , N/A NOTED REV - DATE REVISION Iti ANCHOR LOCATIONS A B0046 8/5/96 RELEASED ill B ` -5.750 16 GAGE CHANNEL WITH OPTIONAL. 12 GAGE CI,OSh,tt { 12EINFORCEMENT' ALONG TOP PERIMETER OF DOUR. WEATIIERSTRIPPING: 6'000 REESE 353A ALUMINUM (ALLOY 6063-T'5) DRIP CAI' WITH VINYL FLAP, REESE VINYL HULH H97 AND H07C ALONG HEADER. n 16 GAGE 5 3/4" DEPTH FRAME WITH r MITERED CORNER COSTRUCTION n WITH FOUR INTEGRAL TABS WHICH o INTERLOCK THE JAMBS TO THE HEAD a DESIGN PRESSURE RATING L0 a POSITIVE 90 PSI n vai NEGATIVE -00 PSI' A A EXTERIOR INTERIOR 14GUAGE STEEL REINFORCING PLATE AT LOCK STRIKE LOCATION HARDWARE 13 GAGE STRIKE PLATE BEST MORTISE LOCK MODEL 35117I'DI5J DAYTON MODEL SP-478-31 16 GAGE MORTISE REINFORCEMENT BOX 0 16 GAGE CHANNEL INSIDE VERTICAL o PERIMETER OF DOOR ON HINGE SIDE. f1 � KFOI ELDED-ON 16 GAGE CHANNEL ALONG BOTTOM LL ANCHOR PERIMETER OF DOOR. R #10 X 1 1/2" WOOD SCREWS AT SILL L6.000 REESE TB 550A THRESHOLD WIT14 Tl.,?A pp D { TATCHED TO BUCK STRIP. 143 LB "I S PER ALUMINUM ALLOY (6063-T5) HOOK,8" 212" 12" REW. MINIMUM EMBEDMENT 15 1.330". DIMENSIONS: 1/2"H X 5"W (TABLE 19 IN ANCHOR CALCS.) VERTICAL CROSS SECTION B-B fl GUACE HINGE REINFORCEMENT PLATE AT EACH HINGE,LOCATION WIRE MASONRY ANCHOR APPLICATION T-MASONRY ANCHOR APPLICATION IIINGES: CAL ROYAL MODEL SH31 MINIMUM CONCRETE STRENGTH AT MINIMUM CONCRETE STRENGTH AT DIMENSIONS: 4 1/2" X 4 1/2'• HORIZONTAL CROSS SECTION A-A SILL AND JAMB: 1500 PSI. SILL AND JAMB: 1500 PSI. {�f APPROVED AS COMPtY1NG 114H TRt PRODUCT RENS DUt11 Ct0 1 1 DU1LDiNG CODE TWO°i X 3 WOOD SCREWS PER ANCHOR ANCENo.�1'04407,0,9 DAT 106 LBS PER SCREW, MINIMUM EMBEDMENT TIOND 0C{, Of 2006 REESE 897 WEATHERSTRIP LOCATED IS 1.148". (TABLE 19 IN ANCHOR CALCS.) SUILtldt.;COX bW'F1 r,ACE GRICE VERTICALLY ALONG SOFFIT OF JAMB. PROD NPLLOLD ACCEP7mr'Ntt. }^-- 4'4 BCAL MCODECOMPUANCEOWM d o o MAXIMUM SHIM SPACE BETWEEN v} INTERIOR ANCHOR AND STUD IS 1/4". Au wxRxRroxs TO xA:E 4 rouxact TlT t .__. F o o (WOOD STUD ANCHOR SHOWN) atlIm mg." RVINW"OF DM418 4080 SINCLE DOOR AND ME416 534 FRAME fR�R10NS TNEI mr 1xe I ate'mo mlxau uRuaR anrzRnss sRtcNr[v ASSY. FOR DADE COUNTY HURRICANE T'EST'ING H GAGE HINGE REINFORCEMENT f EXTERIOR UNLESS OTHERWISE SPECIFIED ALL SUPERSEDES: NONCE SUPERSEDED DY NONE CAL-ROYAL 8831 HINGE J REESE 8070 WEATHERSTRIP LOCATED DIMENSIONS ARE IN INCHES, VERTICALLY ALONG STOP OF JAMB. DRAWN BY. DATE: CHECKED APPROVED. ESE 8070 WEATHERSTRIP LOCATED MG BjiB/97 WK _ CO .dRTICALLY ALONG STOP OF JAMB. OR DIMENSIONS; 4• W X B' H X 1.750" T(NOMINAL) 47.750" W X 95.125" H X 1.750" T (ACTUAL) � 512E 5NEEi: OWG ND.: a((''''�� 1 (�� REN OR CORE MATERIAL TYPE 99-0-3/4 KRAFT PAPER HONEYCOMB U��(�,fi�8111 5 B 2 OF Li 0 01___46 A OR SKIN MATERIAL 18 GAGE COLD ROLLED STEEL scALE: PART No wnn. ' YIELD STRENGTH: 35,600 PSE HcKenzix,TN NTS N/A— NOTED ��REV ECN DATE REVISION UY. A Ba048 ( 6/5/98 RELEASED WK 2.000—� a' z.Doa 5.75° ANCHOR LOCATIONS 16 GAGE CHANNEL WITH OPTIONAL i2 CAGE CLOSER B 1 REINFORCEMENT ALONG TOP PERIMETER OF DOOR 6.000 WEATHERSTRIPPING: REESE 353A ALUMINUM (ALLOY 6063-T5) DRIP CAP WITH VINYL FLAP, REESE VINYL BULB 897 AND 007C ALONG HEADER. N 16 GAGE 5 3/4" DEPTH FRAME WITH MITERED CORNER COSTRUCTION N AND FOUR INTEGRAL TABS WHICH ! INTERLOCK THE JAMBS TO THE HEAD" DESIGN PRESSURE RAPING 0 43.000 w POSITIVE +90 PSF uI a NEGATIVE -90 PSF N A A HARDWARE: YALE EXIT DEVICE MODEL NUMBER 7150. 14 GLACE STEEL REINFORCENGQ PLATE AT LOCK STRIKE LOCATION 16 GAGE MORTISE LOCK REINFORCEMENT BOX WITH TWO 14 GAGE MORTISE LOCK YALE 2811 STRIKE ADAPTERS AT LOCK LOCATION. d3.000 N 16 GAGE CHANNEL INSIDE VERTICAL 17 PERIMETER OF DOOR ON HINGE SIDE. d o a WELDED-ON i6 GAGE CHANNEL ALONG BOTTOM SILL ANCHOR 6 000 PERIMETER OF DOOR. 1 B FOUR X10 X 1 1/2" WOOD SCREWS AT SILL r- REESE TO 550A THRESHOLD WITH TL7A -i D" ( 12" 12" 12" 8" ATTACHED TO BUCK STRIP. 143 LBS PER ALUMINUM ALLOY (6063-T5) HOOK. 9 CUAGE HINGE REINFORCEMENT SCREW. MINIMUM EMBEDMENT IS 1.330'. VERTICAL CROSS SECTION 13-DDIMENSIONS: 1/2"H X 5-W PLATE AT EACH IIINGE LOCATION (TABLE 19 IN ANCHOR CALCS.) HINGES: CAL ROYAL MODEL UB31 DIMENSIONS: A 1/2" X 4 1/2" WIRE MASONRY ANCHOR APPLICATION T-MASONRY ANCHOR APPLICATION MINIMUM CONCRETE STRENGTH AT MINIMUM CONCRETE STRENGTH AT -- SILL AND JAMB: 1500 P51. SILL AND JAMB: 1500 PSI. APPRO'VEO AS CODIPLYING WIVl THE HORIZONTAL CROSS SECTION A-A PRODUCT RENS SOUTH t f0 BUILDING COME Q TWO •12X 3 W000 SCREWS PER ANCHOR DALE�C O.�.__._9/.. t7.i�. 106 LDS PER SCREW MINIMUM EMBEDMENT ANCE Qt-A907,of3 REESE 897 WEATHERSTRIP LOCATED IS 1.148". (TABLE 19 IN ANCHOR CALCS.) 6Y 1�-L•h`(_ .�•.C1+axau VERTICALLY ALONG SOFFIT OF JAMB. TION DA '�' Q>r 20 PRODUCT bUllMth6 OOIA pCOiM'I"ANCE OFFICE 4 4" -----� PR OLD AECEPIANC:NG,I',�a I S INTERIOR IND ECOAIPLL43v OHI 5.750 MAXIMUM SHIM SPACE BETWEEN ANCHOR AND STUD IS 1/4 'oLI pin ORS.T .NVvetp IKKt TITLE. 0 0 (WOOD STUD ANCHOR SHOWN) rAAttgMs:Hssmf Not e10• oA 4080 SINGLE DOOR AND FRAME ASSEMBLY amm'Lt UNLIs4 omt*.Mc"CC nw FOR DADS COUNTY HURRICANE 'f[;5't'1NG 9 GAGE HINGE. REINFORCEMENT EXTERIOR UNLESS OTRERKISE SPECIFIED AL1. 8UP£RSEDM NONE SUPERSEDED BY: NONIi CAI.-ROYAL B031 HINGE REESE 807C WEATHERSTRIP LOCATED D114ENSIONS ARE IN INCIES. - VERTICALLY ALONG STOP OF JAMB. DRAMN DY: DAMCDECKM APl'EOVK0. HEESE 0070 WEATHERSTRIP LOCATED MG 8/19/97 WK CO VERTICALLY ALONG STOP OF JAMB. OR DIMENSIONS: 4' W X 8' H X 1.750" T (NOMINAL) _._.w 47.750" W X 95.125" H X 1.750" T(ACTUAL) SIZE' SREEC D7rC NO.: 001 q 6 "" DOOR CORE MATERIAL. TYPE 99-0-3/4 KRAFT PAPER HONEYCOMB ,-I�O��I am Nes D 3 OF it V 1J.L—`I'11 A DOOR SKIN MATERIAL 18 GAGE COLD ROLLED STEEL —�-- '.v__ T YIELD STRENGTH: 35,600 PSI ucxanrk.TN l:A-,' NTS PART NO, N/A u.r1• NO'1'(•;U BILL OF MATERIALS FOR DM418 4080 DOOR AND ME416 534 FRAME ASSEMBLY DOORS PA It'1'NONIBF,R QTY DESCRIPTION MATERIALS [IASICDIAIENSIONS(in.) LOCATION NM I 18 Gage Steel Flush Door With Cylindrical Lock See Component List 48.000 x 96.000(Nominal)/47.750 x 95.125(Actual). Cylindrical Lock Configuralion NIA I 1 18 Gage Steel Flush Door With Mortise Lock _ See Component List 48.000 x 96.000(Nominal)/47.750 x 95.125(Actual) Mortise Lock Configuration N/A I IS Gage Steel Flush Door Exit Device See Component List .48.000 x 96.000(Nominal)/47.750 x 95.125(Actual) Exit Device Conligumlion COMPONF,N'I:S: - PARTNUMBEIt QTY DESCRIPTION MATERIALS BASIC DIMENSIONS(in.) LOCATION 3990811 1 18 Gage Cover 13 Gage Cold Rolled Steel,Yield Slrcnglh 35,600 PSI .042 Min.x 48.984 x 95.125(Flat) Door Cover 1989751 I 18 Gage Panel 18 Gage Cold Rolled Steel.Yield Strength 35,600 PSI . .042 Min.x 50.156 x 95.125(Flat) Door Panel 39RR36I 1 Top channel 16 Gage Cold Rolled Steel .057 Min x 1.677.\0.620 x 47.563(For-mcd) Inside fop 1'crimcler of Door 3909282 1 Closer Reinforcement_ 12 Gage Ilot Rolled Steel .101 Min x 1.682 x 6.000 x 18.000(Formed) Spoteelded ioTop Channel 3987361 1 Bottom Channel 16 Gage Cold Rolled Steel .057 Min x 1.677x 0.620 x 47.563(Formed) Inside Top Perimeter of Door 3993013 1 I loncycomb Core Type 99-0-314 KmD Paper Honeycomb 1.740 x 56.000 Door Core Material 3916250 1 Mortise Lock Reinforcement(Mortise fi Exit Device) 16 Gage Cold Rolled Steel .0571,lom.x 1.557 x 8.018(Formed) _ Inside Vertical Perimeter of Door on Lock Side 3983106 2 Mortise Lock Adapter(Exit Device Only) 14 Gage I lot Rolled Steel .071 x 1.625 x 5.125 x 3.625(Formed) Spotwelded to Mortise Reinforcement Bax 3983100 1 Cylindrical Lock Reinforcement(Cyt.Lock Only) 16 Gage Cold/Hol Rolled Steel .054 x 1.610 x 3.500 x 4.0625(Formed) Spotwelded to Door Skin At Lock Location 3988502 1 Hinge Channel 16 Gage Cold/Hot Rolled Steel .112 Minx 1.660 x.750 x 82.875(Formed) Inside Vertical Perimeter of Door on I Iingc Side F•RAA1 EIS PARTNUAIBrit QTY DESCRIPTION MATERIALS BASIC DIM ENSIONS(in.) LOCATION 3200091I PAIR 80 534 Depth Jamb Pair,LI I(3200095.RH) _ 16 Gage Cold Rolled Steel - .053 x 5.750_x 86.000(Formed) Hinge and Strike Jamb 3832029 3 4.500"Hinge Tap Plate Sid/Hvy Weight 9 Gage Cold/Hot Rolled Steel 141 x 7.500 x_1.625 Inside Hinge Jaanbs at Each I Iingc I,nealion 3812502 3 4 1/2"I tinge Mortar Guards 26 Gage Cold Rolled Steel .018 x 5.250 x.313(Formed) Attached to tach I tinge Tap Plate 3812032 1 _ 4 7/8"Strike Tap Plate _ 14 Gage Hot Rolled/Cold Rolled Steel .071 x 7.500 x 1.313 _ At Lock Location on Strike Jamb 3812501 1 i 4 7/3"Strike Mortar Guard ___ _ 26 Gage Cold Rolled Steel _ .01 SIT)x 1.031(H)x 2.00(\V)x 5.438 At Lock Location oil Strike.Iamb 3110095 I 1 40 534 Depth Header __ _ _ _ _ 16 Gagc Cold Rolled Steel .053 x 5.750 x 75.813(Formed) I leader 3909308 4 j Corner Clip I3 Gage Cold Rolled Steel .042 x 1.84 x 1.852 _ Outer Conner of Bach I Ic.uler Inside'throat HARDWARE I'AR'FNUMBI;R QTY DESCRIPTION _ MATERIALS BASIC DIMENSIONS(in.) LOCATION ' 93K7D15D I j Best Cylindrical Lock Meets ANSI A156.2.Series 4000,Grade 1 2.750 x 5.375 x 3.500 40.312"From Douom of Door 351171'1)15. 1 hest Mortise Lock_ _ Meets or Exceeds ANSI A156.13,Series 1000, 1.000 x 4.250 x 6.125 _ 40.312"From Bottom of Door Grade I Operational,and Grade 2 Security _ SP-478-.11 I Latchboll x Deadbolt Strike(Cyl.and Mortise Locks) 13 Gage Steel - .094 x 4.875 x 1.125 _At Cylidrical and Morlise Lock Locations,Respcclively oa Strike lamb 7150 2 - Yale Rim Exit Dcvict _ Meets ANSI 156.3 Type 23 or 1 _ _ 44.7/8"L x 3 1/4"T 40.312"From Boltnm of Door 2811 1 Yale Exit Device Strike Meets ANSI 1563 Type 28 or 1 3 114"Long At Exit Device Location on Strike Jamb IID31 4 Cal-Royal Hinges 4 IR"x 4 1/2" 7.25".32.75".5S.25",83.75"From top of I leader to 1 tinge Center WEAL HEA(STRIPPING PARTNUMBEIR QTY DESCRIPTION NIATERIAI.S BASIC DIMENSIONS(in.) LOCATION 897 3 _ Reese Vinyl Bulb -Vinyl(ASTM D-2237-81),Tensile Strength:1650 PSI .625 x 48.000 and.625 x 96.000 At Franc I-lead and Jamb Weathcrstrip Adaplcr 807C 4 j Reese Vinyl Bulb Vinyl(ASTM D-2237-81),Tensile Strength:1650 PSI_ .625 x 48.000 and.625 x 96.000 At Frame Bead,Jambs and Aluminum Angle at Panel Bottom Rail 597AII I Reese Pile Aluminum(6063-T5)Door Shoc with Pile Insert 2.363 x 1.218 x 48.000 _ At Panel Bottom Rail Weathersuip Adaplcr 3' ) Vinyl Flap Aluminum(6063-T5)Rain Drip with Vinyl Flap 1.750 x 1.750 x 48.000 At Aluminum Drip Cap m Franc I lead 'I'S50 I Reese Threshold Aluminum(6063-T5) 1.500 x 5.000 x 48.000 At Door Sill PRODUCT RENEWED APPROVED AS C06IPLYING WITH THE yU�lJ S+Jc�LE '�+1L sOUTII LD ID/A 811!1-DING CODE Qq�r� �lW O� I�Ca1 E�141- ACCEPTANCE N.,O(-O?O7.oA DATE � bl�_191_ .b-G, 'lo: o 1 G 4 ( L u ANd s 500 ---1(a $+1'+:v:Y �� or- L4 DA �� G BY_�-- , PRODUCT CO:;TROL DIV S 0.`1 by BUILDHIG CODE pC014PL.ANCE OEEICE ---- PRODUCrCONTROL ACCEPTANCE RUILDINO CODE COMPLIANCE OFFICE Florida Building Code Online Page 1 of 5 Y t *Y 4 r _ BCIS Home Log In Hot Topics 1 Submit Surcharge Stats&Facts 1 Publications FBC Staff ? & Product Approval ' USER: Public User ti4 :¥ + Product Approval Menu > Product or Application Search > Application List > Application Detail ' � � FL # FL3505-R1 �tJa i 4E - - Application Type Revision Code Version 2004 Application Status Approved KD GOODW, F �I;DRt0�lICCk1MUNITGEB Comments Archived tH FILE C OPY Product Manufacturer Hanson Roof Tile Address/Phone/Email 1340 SW 34th Ave. Deerfield Beach, FL 33442 (954) 421-2077 ext 4052 marc.ceritelli@hanson.biz G '+Nyy�'s.uM tuap •. R�liTt.1'J4BICE s " Authorized Signature TVMarc Ceritelli �xrMM r= marc.ceritelli@hanson.biz ^;.��A�d,:,7CaE BF.CijETl�RY C� 06tJF.RJ� rrr Technical Representative Marc Ceritelli �`•tNEB TANG t . Address/Phone/Email 858 SE Military Tr. VCOKAO Deerfield Beach, FL 33442 i 0U-R l 04G ;r marc.ceritelli@hansonamerica.com .awlwMKO'EE ' =�'.`SERGhCEB Quality Assurance Representative John Laisy Address/Phone/Email 1340 SW 34th Ave. Deerfield Beach, FL 33442 john.laisy@hansonamerica.com Category Roofing Subcategory Roofing Tiles Compliance Method Evaluation Report from a Product Eval http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtw2pk%2fDHN... 9/28/2006 Florida Building Code Online Page 2 of 5 Evaluation Entity ICC Evaluation Service, Inc. Quality Assurance Entity RI Ogawa &Associates, Inc. Validated By PRI Asphalt Technologies, Inc. Certificate of Independence Referenced Standard and Year (of Standard Standard) 02-0916.08 02-0916.09 02-0916.10 02-0916.11 02-0916.12 03-0102.01 04-0728.01 ASTM C 1492 FRSA/RTI 07320 FRSA/RTI 07320 FRSA/RTI 07320 FRSA/RTI 07320 SSTD 11 Equivalence of Product Standards Certified By Sections from the Code 1507.3.2 1507.3.5 1507.3.7 1507.3.8 1507.3.9 1715.2 Product Approval Method Method 1 Option C Date Submitted 08/02/2005 Date Validated 08/17/2005 Date Pending FBC Approval 08/20/2005 Date Approved 08/24/2005 Summary of Products FL # Model, Number or Name Description 3505.1 9" Flat Flat Profile Roof Tile http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtw2pk%2fDHN... 9/28/2006 Florida Building Code Online Page 3 of 5 Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: PTID 3505 R1 T 04072801 Design Pressure: +/- PTID 3505 R1 T Certificate Other: (A) Class A roof covering (B) Roof PTID 3505 R1 T ICC-ES-2: tiles may be used in both high velocity hurricane zones (HVHZ) and in non high velocity hurricane zones. 3505.2 �----]Barrel High Profile Roof Tile Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and in non high velocity hurricane zones. 3505.3Hacienda Double Roll Low Profile Roof Tile Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and in non high velocity hurricane zones. 3505.4JINordic Flat Profile Roof Tile Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane tzones (HVHZ) and in non high velocity hurricane zones. 3505.5 Palema Double Roll Low Profile Roof Tile Limits of Use (See Other) lInstallation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and in non high velocity hurricane http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtw2pk°/`2fDHN... 9/28/2006 M I A M I•DADE MIAMI-DADS COUNTY,FLORIDA M METRO-DADE FLAGLER BUILDING BUILDING CODE CONIPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34th Avenue Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division(In Miami Dade County) and/or the AHI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Venetian Roll Roof Tile LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami Dade County Product Control Approved",unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNUNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use;and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 4. The submitted documentation was reviewed by Frank Zuloaga,RRC i NOA No.:04-0728.01 C' Expiration Date:07/24/08 Approval Date:09/02104 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tile Material: Concrete 1. SCOPE This new roofing system using Venetian Roll Tile, as manufactured Hanson Roof Tile as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Venetian Roll Tile Length: 16%2" TAS 112 Low profile,interlocking,extruded concrete Width: 13" roof tile equipped with two nail holes. For 1"thick direct deck or battened nail-on,mortar or adhesive set applications. Trim Pieces Length: varies TAS 112 Accessory trim,concrete roof pieces for use Width: varies at hips,rakes,ridges and valley terminations. Varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies,Inc. CRTL-001-02-01 TAS 112 03/04/03 TAS 101 PRI Asphalt Technologies,Inc. CRTL-001-02-02 TAS 102 01/16/03 PRI Asphalt Technologies,Inc. CRTL-001-02-03 TAS 102 01/16/03 PRI Asphalt Technologies,Inc. CRTLr001-02-04 TAS 100 03/03/03 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required,refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS t 12,appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. NOA No.:04-0728.01 v _ Expiration Date:07/24/08 Approval Date:09/02104 Page 2 of 4 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Currier `Venetian Roll' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions(I x w) Tile Profile Weight-W (lbf) Length-1 (ft) Width-w(ft) Venetian Roll 11 1.50 1.08 Table 1: Aerodynamic Multipliers-X ft3 Tile X(ft3) X(ft) Profile Batten Application Direct Deck Application Venetian Roll 0.303 0.329 Table 2: Restorin Moments due to Gravity- M ft-Ibf) Tile 2": 12" 311: 12" 411: 12" 511: 12" 611: 12" 7": 12" or Profile I I greater Venetian Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Roll Deck Deck I Deck Deck Deck Deck 7.41 7.42 7.34 7.35 7.22 7.23 7.06 7.08 6.89 6.91 6.69 N/A Table 3: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) For Nail-On Systems Tile Fastener Type Direct Deck Battens Profile (Min 15/32" plywood) Venetian Roll 1 #8 Screw 28.3 21.1 1 Fastener placed in factory formed opening 1-W from the head of tile and 4-3/a"from the overlap edge of tile. Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) For Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Venetian Roll Polyloam Pol ProTM 42.3 2 Medium add lacement of 38 grams of Pol ProTM. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved". NOA No.:04-0728.01 _ Expiration Date:07/24/08 Approval Date:09/02104 Page 3 of 4 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS FASTENER HOLES OVERLOCK T UNDERLOCK vs, VENETIAN ROLL CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:04-0728.01 Expiration Date:07/24/08 Approval Date:09/02/04 Page 4 of 4 2203 LEGACY REPORT Reissued January 1, 2005 ICC Evaluation Service, Inc. Business/Regional Office■5360 Workman Mill Road,Whittier,California 90601 ■(562)699-0543 Regional Office■900 Montclair Road,Suite A,Birmingham,Alabama 35213■(205)599-9800 WWW.icc-es.org Regional Office■4051 West Flossmoor Road,Country Club Hills,Illinois 60478■(708)799-2305 The Subcommittee on Evaluation has reviewed the data 1.4 Traditional Flat Tile submitted for compliance with the Standard Building Code©, 1.5 Palema Tile the Florida Building Code,and the International One and Two 1.6 Nordic Tile Family Dwelling Code and submits to the Building Official or 1.7 Barrel Tile other authority having jurisdiction the following report. The 1.8 Regal AKA Spanish S II Subcommittee on Evaluation, ICC-ES and its staff are not responsible for any errors or omissions to any documents, 2. SCOPE OF EVALUATION calculations, drawings, specifications, tests or summaries Weather Resistance, Wind Uplift, and Roof Covering Fire prepared and submitted by the design professional or Classification preparer of record that are listed in the Substantiating Data Section of this report.Portions of this report were previously 3. USES included in Evaluation Reports #9131, #9388, #9803, and #9803A. Hanson Roof Tiles are used as a class A roof covering. REPORT NO.: 2203 4. DESCRIPTION EXPIRES: See the current EVALUATION REPORT INDEX 4.1 General CATEGORY: ROOF COVERING AND ROOF DECK Hanson Roof Tiles are interlocking individual extruded Portland CONSTRUCTION Cement concrete roof tiles and are available in a variety of colors and styles. Hanson Roof Tile also produces the various SUBMITTED BY: accessory tiles needed for a complete roof covering system. HANSON ROOF TILE Hanson Roof tiles are attached to the roof deck with mechanical d.b.a.PIONEER CONCRETE TILE fastening systems, mortar set systems, or adhesive systems. 1340 S.W.34TH AVENUE Mechanical fastening systems are covered in Section 5 of this DEERFIELD BEACH,FLORIDA 33442 report.See the appropriate National Evaluation Services,Inc.or SBCCI PST&ESI evaluation report for mortar set or adhesive 1. PRODUCT TRADE NAME fastening systems. Hanson Concrete Tiles: 1.1 Spanish S Tile 1.2 Rustic Shake and Slate Tile 1.3 Hacienda Tile ICC-ES legacy reports are not to be construed as representing aesthetics or anv other attributes not specifically addressed,nor are they to be construed as an endorsement of die subject of the report or a reconunendation for its use.There is no warranty by ICC Evaluation Sernice,Inc.,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. Copyright©2005 Page 1 of 12 2203 PAGE 2 OF 12 4.2 Spanish S Tile See Section 5.5 of this report for the minimum required aerodynamic uplift moment(Ma)capacity of the Spanish S Tile. See Section 5.4 of this report for the maximum allowable aerodynamic uplift moment(Ma)capacity of the Spanish S Tile based on fastening method. Nominal dimensions and weight per square are: 1045 lbs(474 kg)with 21/2 inch (64mm)head lap. FP.STENER Hi7L'cS OI+ERLOCK FIGURE 1 �� '%' `:•. SPANISH `S'TILE f LINDERLOC K Spanish"S" 4.3 Rustic Shake and Slate Tile See Section 5.5 of this report for the minimum required aerodynamic uplift moment(Ma)capacity of the Rustic Shake and Slate Tile. See Section 5.4 of this report for the maximum allowable aerodynamic uplift moment(Ma)capacity of the Rustic Shake and Slate Tile based on fastening method. Nominal dimensions and weight per square are: 1262 lbs(572 kg)with 2Y2 inch(64mm)head lap. 1305 lbs(592 kg)with 3 inch(76 mm)head lap. FASTENER HOLES OVERLOCK FIGURE 2 RUSTIC SHAKE AND SLATE TILE `jam UNDERLOCK f Rustic date /Shake PAGE 3 OF 12 2203 4.4 Hacienda Tile See Section 5.5 of this report for the minimum required aerodynamic uplift moment (Ma) capacity of the Hacienda Tile. See Section 5.4 of this report for the maximum allowable aerodynamic uplift moment(Ma)capacity of the Hacienda Tile based on fastening method. Nominal dimensions and weight per square are: 784 lbs(356 kg)with 2 inch (51 mm)head lap. 843 lbs(382 kg)with 3 inch(76 mm) head lap. 902 lbs(409 kg)with 4 inch(102 mm)head lap. A FASTENER HOLES `• -OVERLOCK FIGURE 3 HACIENDA TILE ' �~ UNDERLOCK Hacienda 4.5 Traditional Flat Tile See Section 5.5 of this report for the minimum required aerodynamic uplift moment(Ma)capacity of the Traditional Flat Tile. See Section 5.4 of this report for the maximum allowable aerodynamic uplift moment(Ma)capacity of the Traditional Flat Tile based on fastening method. Nominal dimensions and weight per square are: 966 lbs(438 kg)with 2 inch(51 mm) head lap. 1033 lbs(469 kg)with 3 inch(76 mm)head lap. FASTENER HOLES UNDERLOCK FIGURE 4 r / J TRADITIONAL FLAT TILE —OVERLOCK Traditional Flat 2203 PAGE 4 OF 12 4.6 Palema Tile See Section 5.5 of this report for the minimum required aerodynamic uplift moment(Ma)capacity of the Palema Tile. See Section 5.4 of this report for the maximum allowable aerodynamic uplift moment(Ma)capacity of the Palema Tile based on fastening method. Nominal dimensions and weight per square are: 823 lbs(373 kg)with 2 inch (51 mm) head lap. 882 lbs(400 kg)with 3 inch(76 mm)head lap. 941 lbs(427 kg)with 4 inch(102 mm)head lap. FASTENER HOLES \ OVERLOCK FIGURE 5 •; 4�\ \ PALEMA TILE ��`\ UNDERLOCK Palema 4.7 Nordic Tile See Section 5.5 of this report for the minimum required aerodynamic uplift moment(Ma)capacity of the Nordic Tile. See Section 5.4 of this report for the maximum allowable aerodynamic uplift moment (Ma) capacity of the Nordic Tile based on fastening method. Nominal dimensions and weight per square are: 980 lbs(445 kg)with 2 inch(51 mm)head lap. 1049 lbs(476 kg)with 3 inch (76 mm)head lap. 1120 lbs(508 kg)with 4 inch (102 mm) head lap. FASTENER HOLES ! / \ —OVERLOCK FIGURE 6 NORDIC TILE UNDERLOCK Nordic PAGE 5 OF 12 2203 4.8 Barrel Tile See Section 5.5 of this report for the minimum required aerodynamic uplift moment(Ma)capacity of the Barrel Tile. The Barrel Tile is attached to the roof deck with mortar set or adhesive set systems only. See the appropriate National Evaluations Services, Inc.or SBCCI PST&ESI mortar set or adhesive set evaluation report for attachment of the barrel tile to the roof deck. Nominal dimensions and weight per square are: 1323 lbs(600 kg)with 2 inch (51 mm) head lap. 1382 lbs(627 kg)with 3 inch(76 mm)head lap. FIGURE 7 \ BARREL TILE :rte Barrel Tile 4.9 Regal AKA Spanish S If Tile See Section 5.5 of this report for the minimum required aerodynamic uplift moment(Ma)capacity of the Regal AKA Spanish S II Tile. See Section 5.4 of his report for the Maximum allowable aerodynamic uplift moment (Ma) capacity of the Regal AKA Spanish S II Tile based on fastening method. Nominal dimensions and weight per square are: 922 lbs(418 kg)with 2 inch(51 mm)head lap. 990 lbs(449 kg)with 3 inch(76 mm)head lap. 1060 lbs(481 kg)with 4 inch(102 mm)head lap. FASTENER HOLES OVERLOCK FIGURE 8 REGAL AKA SPANISH S II TILE UNDERLOCK Regal AKA Spanish °S" 11 2203 PAGE 6 OF 12 5. INSTALLATION When using a mortar set or adhesive set system, a 2 inch (51 mm) minimum headlap is required. See the appropriate SBCCI 5.1 General PST&ESI or NES report for mortar set or adhesive set systems. The manufacturer's published installation instructions,Chapter 15 5.2 Rake Treatment of the Standard Building Code or Chapter 15 of the Florida Building Code as applicable, and this report shall be strictly Rake treatment shall be in accordance with Section 1507.2.2.9 adhered to.A copy of the manufacturer's installation instructions of the Standard Building Code using two 10d corrosion resistant shall be available at all times on the job site during installation. box nails per tile. Fasteners shall meet the applicable sections of the adopted code. The tiles shall be mechanically fastened such that the allowable aerodynamic uplift moment forthe tile/fastener/deck combination 5.3 Hips and Ridges noted in Section 5.4 of this report as applicable, equals to or exceeds the aerodynamic uplift moment, Me, required by the When using a mechanical fastening system, the hip and ridge code as noted in Section 5.5 of this report. tiles shall be fastened to hip and ridge boards in accordance with Table 1. Fasteners shall be 10d corrosion resistant box nails or When using a mechanical fastening system,the Spanish"S"Tile 21/2 inch (64 mm) long #8 corrosion resistant wood screws shall have a minimum 21/2 inch (64 mm) headlap. All other conforming to ANSI/ASME 818.6.1. Fasteners shall meet the profiles require a minimum 3 inch(76 mm)headlap. For all roof applicable sections of the adopted code. slopes, Spanish"S"Tile is a direct deck application. TABLE 1 HIP AND RIDGE TILES Nailer Fasteners Spruce-Pine-Fir 1 #8 Wood Screw Southern Pine 1 10d Box Nail or 1 #8 Wood Screw PAGE 7 OF 12 2203 5.4 Maximum Allowable Aerodynamic Uplift Moment TABLE 2 ALLOWABLE AERODYNAMIC UPLIFT MOMENT(ft-lbs RUSTIC SHAKE AND SLATE TILE, TRADITIONAL FLAT TILE,NORDIC HACIENDA TILE SPANISH S TILE TILE,PALEMA TILE,and REGAL AKA FASTENERS SPANISH S II TILE 15/32" 5/8" 15/32" 5/8" Baen 15/32" 5/8" Plywood Plywood Installation Plywood Plywood Insttall ton Plywood Plywood Sheathing Sheathing Sheathing Sheathing Sheathing Sheathing 2-10d Ring Shank 39 46 25 36 46 36 29 41 Nails 2-10d Ring Shank 59* 74* 56* 51* 76* 58* --- --- Nails 148 Screw 39 39 26 33 33 30 29 29 248 Screws 50 50 36 56 56 42 51 51 1-10d Smooth or Screw Shank 14 16 10 13 15 9 12 13 Nails 2-10d Smooth or Screw Shank 20 25 13 19 24 12 13 15 Nails 1-1Od Smooth or Screw Shank 31 31 30 31 31 30 29 29 Nails-Field Clip 1-10d Smooth or Screw Shank 25 25 28 25 25 28 36 36 Nails-Save Clip 2-10d Smooth or Screw Shank 42 42 40 42 42 40 34 34 Nails-Field Clip 2-10d Smooth or Screw Shank 38 38 38 38 38 38 44 44 Nails-Eave Clip * Fasteners are located a minimum of 21/2 inches from the head of the tile. NOTES: 1. Fasteners shall have a minimum edge distance of 11/2 inches from the head of the tile. 2. Ring shank nails shall be 10d ring shank corrosion resistant steel nails(3 inches long,0.283 inch flat head diameter,0.121 inch shank diameter, and 0.131 inch ring diameter). 3. Smooth or screw shank nails shall be 10d corrosion resistant steel(3 inches long,0.28 inch flat head diameter,0.128 inch screw or 0.131 inch smooth shank diameter). 4. Screws are#8 course threaded,21/2 inches long corrosion resistant steel wood screws conforming to ANSI/ASME B 18.6.1. 5. The fastener hole nearest the overlock shall be used when a single nail or screw is required. The fastener hole nearest the underlock and the fastener hole nearest the overlock shall be used when two nails or screws are required. 6. When using eave and field clips,attachment of the tiles is accomplished by a combination of nails and clips. Tiles are nailed to the sheathing or through the battens to the sheathing with one or two 10d corrosion resistant nails(Note 2 and 3 above) as indicated in Tables 5. Additionally, each tile is secured with a 0.060 inch thick and 0.5 inch wide clip which is secured to the plywood sheathing or eave fascia,as appropriate,with a single nail per clip.The nail shall be place in the hole closest to the tile for clips having more than one nail hole.The following clip/nail combinations are permitted: a. Aluminum alloy clip with 1.25 inch HD galvanized roofing nail(0.128 inch shank diameter). b. Galvanized steel deck clip with 1.25 inch HD galvanized roofing nail (0.128 inch shank diameter). C. Stainless steel clip with 1.25 inch HD galvanized roofing nail (0.128 inch shank diameter). 7. Field clips and eave clips are to be located along the tile where the clip's preformed height and the tiles's height above the underlayment are identical. 8. Sl Conversion: 1 inch=25.4 mm 1 Ib=0.45 kg 1 foot=0.305 m 1 mph=0.447 m/s 1 ft-Ib= 1.356 N-m a Florida Building Code Online Page 1 of 4 ' 1 I 4f k 6 id J �� Pp '�`6eirx '� � • 4 �' a s�a 3�'`s�r�� ^ 'x*� `�,�*P r � f �� "�b•.` ��N�� ?' � ,.-- ^C:.�.,. � _�. ....._.._.,.w. ._.._.. _.�.__....r....ays..z.., z.�.. .. a.. . _..._;:.�._ "' `^:��'...a..; t p'� ,.r :r r c •.r BCIS Home i Log In Hot Topics � Submit Surcharge Stats &Facts � Publications FBC Staff B- I , VT Product Approval USER: Public User t4 Product Approval Menu > Product or Application Search > Application List > Application Detail FL # F L 9 8 6-R 1 it� Application Type Revision Code Version 2004 Application Status "fir.. Approved Comments Q. Archived H C.) Product Manufacturer I.Li POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley, NV 89408 syr (800) 894-4563 '0` _Zjskins@polyglass.com I 0 1"060�FMTARY Authorized Signature James Akins akins@polyglass.com "Cf^�8ECR6TARY Technical Representative James E. Akins + ISSM8TAlCE Address/Phone/Email 555 Oakridge Road Humboldt Ind. Park Hazleton, PA 18202 (800) 894-4563 •iitA dPf.4YEE akins@polyglass.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO - CER http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtRxollctMPLgU... 9/28/2006 Florida Building Code Online Page 2 of 4 Referenced Standard and Year (of Standard Standard) ASTM D1970 ASTM D226 TAS 103 TAS 114 TAS 117 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/01/2005 Date Validated 08/01/2005 Date Pending FBC Approval 08/05/2005 Date Approved 08/24/2005 Summary of Products FL # Model, Number or N a me=l Description \986.1 PolyProtector UDL Synthetic underlayment fc Adhered Systems as well roofing systems (I.E. Tile, etc.) Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVH PTID 986 R1 I M-D NO. Impact Resistant: PolyProtector UDL.pdf Design Pressure: +/- �`� PTID 986 R1 I M-D NO, Other: Refer to current Miami-Dade NOAs. , IRX TU TUPlus MU.rdf "FITID 986 R1 I Pol sticl reco , endations.pdf PTID J86 R1 I Polysticl application recommendati Verified By: 986.2 Polystick IR-X 2.Omm, Sand or Slag Sun Ice&amp;amp;amp;' and Waterproofing Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: `�, Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: htrn•//vjww floririnhnilding.org/nr/nr am) dtl.asbx?baram=wGEVXQwtDgtRxoIlctMPLgU... 9/28/2006 Florida Building Code Online Page 3 of 4 Design Pressure: +/- Other: Refer to current Miami-Dade NOAs. 986.3 Polystick MU 2.Omm, Non-Wicking Fabi for High Temperature Cor Panels, Metal Underlayme Limits of Use (See Oth r) Certification Agency Ce Approved for use in HV Installation Instruction Approved for use outside HZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Refer to current Miami-Dade N A . 986.4 Polystick P 1.02mm, High-Strength L Ice and Water Underlaym Membrane Limits of Use (See Othe ) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HV X,� Verified By: Impact Resistant: Design Pressure: +/- Other: Refer to current Miami-Dade NOAs. 986.5 Polystick TU 2.5mm, Granulated Surfa ��Underlayment Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Refer to current Miami-Dade NOAs. 986.6 Polystick TU Plus 2.Omm, High-Tensile Fabr Adhering Underlayment a Membrane Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Refer to current Miami-Dade NOAs. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 _k++—'//.,nxnxT f1rnr;rlahni1dinv nra/nr/nr nnn dtl.asnx?naram=wGEVXQwtDgtRxolktMPLgU... 9/28/2006 Y M A M fDAf)E MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAMER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI' FLORIDA 33130-1563 (305)375-2901 FAX(305)315.2908 NOTICE OF ACCEPTANCE(NOA) Polyglass USA 150 Lyon Drive Fernley,M'99408 SCOPE: This NOA is being issued under the applicable Hiles and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Division(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted maser,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Fl arida Building Code. DESCRIPTION:PolyrrotectorTMUDL LABELING:Each unit shall bear a permanent label with the manufacturer's more or logo,city,slam and following statement"Miami-Dade County Product Control Approved',Bless otherwise noted berein_ RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATTON of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for ternination and removal of NOA- ADVERTTSEMENT:The NOA number preceded by the words Miarrd-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature.If any portion ofthe NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available fm inspection at thejob site at the request of the Building Official. This NOA consists of pages 1 through 3. The submitted documentation was reviewed by Frank Zuloaga,RRC NOA Na.:03-0311.01 Eryiratioa Date:07/24/06 Approval Data;07/24103 Page I mf ROOFING ASSEMBLY APPROVAL Cateaorv: Roofmg Sub-Cateeory' 07520 Underlayment Material: Synthetic polymers 1. SCOPE This acceptance is for PolyprotectorTM UDL Underlaymem as manufactured by Polyglass USA, as described in Section 2 of this Notice of Acceptance,for use with approved prepared roof assemblies. 2. PRODUCT DESCPIMON n DimeDimensionsTest Product Prod Ssi.ttion Product Polyprotector UDL 60"x 200'rolls ASTM D 226 High strmth,polylefmic multi-laminated Type 11 coated with UV protected and formulated anti-skid resistant protection. 3. EVIDENCE SUBMITTED: Test Aeency Test Id..tifl Test Name/Report Data PRI Asphalt Technologies,hie. PUSA-013-02-01 ASTM D 226 1223/02 PUSA-013-02-02 TAS 114 1223/02 PUSA-013-02-03 TAS 117 1223/02 Exterior Research&Design,LLC 4724.01.03-10 TAS 114&117 03/04/03 t 1779.05.03 ICC-ES AC 189 05/29/03 4. LIMITATIONS 3.1 Fire classification is not part of this acceptance.refer to a torrent Approved Roofing Materials Directory for fire ratings ofthis product 3.2 This acceptance is for prepared roofing applications.Minimum deck requirements shall be in comphance with applicable building code. 33 Polyprotector UDL shall not be hot mopped,refer to manufacturer's published literature for product compatibility. 4. INSTALLATION 4.1 PolyprotectorUDL shall be installed in strict compliance with applicable Building Code. 43 Polyprotector UDL shall be installed with a minimum 4-inch head lap in a single layer fashion. 43 Polyprotector UDL is a component used in roof assemblies.Roof assemblies are approved under specific assembly Notice afAccclitunce. 4.4 Pelyprotector UDL may be used with Asphaltic shingles,Wood shakes and shingles,Non- structural metal mof ng,and quarry slate. 45 For roof rile applications Palyprotector UDL shall be used solely in combination with Polystick MU or Polystick TU as top membrane layer only. (See Polystick MU&TU currentNOA for installation guidelines).. 4.6 For fin,classification of specific roof assemblies using Polyprotcetor UDL refer to a current Approved Roofing Materials Directory for fire ratings of this product NOA No.:03-0311.01 Expiration Date:07124109 Approval Date:07124103 Page 2 or 3 5. LABELING 5.1 All packaging shall bear the imprint or identifiable marking of the manufacturers name or logo and yellow line to identify the ASTM Standard designation. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for buildingpermit shall be accompanied by..pi.of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. END OR THIS ACCEPTANCE NOA No.:03-0311.01 Expiration Dale:07/24/08 Appra-1 Date:07/24/03 Page 3 013 • POLYSTICK TU is a homogeneous, rubberized asphalt waterproofing • • ` r • membrane, glass fiber reinforced, with a unique surface designed • • • • • specifically for use as tile underlayment. POLYSTICK TU membranes are manufactured using patent-pending dual compound technology,whereby an APP compound is applied 0 on the top layer and an aggressive self-adhesive compound on the bottom layer. Qd Top surface of membrane is provided with mineral granules to provi- 0 a, de maximum skid resistance. IAC W The rubberized asphalt seats around correctly installed nails on the IL Q weathering surface. Split release backing film aids in the easy positioning of sheets to maintain a proper line. The material is packaged in a roll of approx. 100 sq.ft. (finished roof coverage) weighing approx. 70 lbs. Material is packaged in patented box,EASYBOX'm that faciliates easy handling of rolls. to : MIAMI- ASTM • ASTM D 1970 • MIAMI-DADE County Product Control Approved j (NOA # 002-0603.08) 2` • ICBO-ES ER# 5954 a> POLYSTICK TU uses include but are not limited to: tile underloyment, chimney flashings, skylight flashings, pipe penetrations, application at ridges and eaves,valley underlayments,and certain below grade �Syy waterproofing applications a Apply POLYSTICK TU directly to the roof deck. Do not apply to shingles or other roof coverings. Apply only when the weather is dry and material interface temperatures (air, roof deck, mem- Ir brone) are 40'F and rising. Always start at the lowest point of r iN 0 the roof deck where possible. Cut POLYSTICK TU to a suitable, workable length (typically between 9 and 15 feet). Lay the mate- lu rial flat in place, starting at the lowest point. Overlap seams 9 3.5" minimum and endlaps 6" minimum. Peel half of the Z � 0 backing off the roll and apply firm, even pressure from the cen E;• ter to the outer edges. Remove the backing from the remaining V half of the roll and apply pressure. In full roof coverage applica- t916 ions, proper venting of the structure is required. • IL Consult a design professional for proper venting requirements. • _h'�C] , In steep slope applications (i.e. 3:12 slope or higher) where i r i �• Inacknoiling will be required, be sure that all nails are covered by the overlapping next sheet. POLYSTICK TU must be covered i within 90 days of installation. i / T ASTM D 1970 TEST METHOD PROPERTY VALUES VALUES Inch-pound Metric ASTM D5147 Sec 5 Thickness,nominal. 100 mils 2.5 mm ASTM D2523 Maximum load,min Longitudinal 25 Ibf/in. 4.4 kN/m z Transverse 25 Ibf/in. 4.4 kN/m C ASTM D2523 Elongation at break,min of modified F bitumen portion 10% 10% & ASTM D1970 Sec 7.4 Adhesion to plywood min at 407 5 IVA width 2.3 kgf/30.5cm V min at 757 18lbf/ftwidth 8.15 kqf/30.5cm N ASTM D1970 Sec 7.6 Thermal stabili ,max 0.1 in 3 mm W ASTM D1970 Sec 7.7 Flexibility temperature -20T -2TC o ASTM D4073 Tear resistance J Longitudinal,min 20 Ibf 89 N VTransverse,min 20 Ibf 89 N ASTM E96 Moisture vapor permeabili ,max 0.1 U.S.Perms 5.7 ng/Pa.S.M.2 - Z ASTM D1970 Sec 7.10 Sealability around nail Pass S ASTM D1970 Sec 7.10 Waterproof integrity after low temperature w flexibili Pass W ,t F ASTM D1970 Sec 7.10 Waterproof integrity of lap seam Pass Slip Resistance Greater than asphalt saturated felt when tested under the same ` ---- . conditions of temperature and wetness The properties in the table are"as manufactured"unless otherwise noted. N PRODUCT NAME VERSION APPROX WEIGHT POLLSIZE I RODS/PALLET NET COVERAGE GROSS COVERAGE 1+ Z POLYSTICK TU 2.5 70 lbs 32'10"x3'3-3/8' 20 98 ft2 107.6 ftp 120mx1 ml S ind M All materials should be stored in that I uno d packaging � angina pane pa ging •Roll goods shall be stared on end an a dean flat surface H Q -Store all roofing materials in a dry place,on raised platforms,out of direct exposure to the elements until time of application.This requirement applies equally to rooftop a Omaterials,temporarily on the roof before installation. Store membranes at room temperature wherever possible,until immediately prior to installing the roll. a -Materials shall be stored in a tidy and safe way in aider to avoid exceeding the allowable live land of the storage area. -Do not double stack pallets of POLYGLASS°membrane. 's �� Phone (775 USA,Inco Corporate Office) Manufacturing TollFacility Fernley,Nevada 9782 e Phone (775) 575-6007 - Fax (776) 18202314 - T0) Free (800) 3284-382 Mon ufuramang Flrcility Hazleton,Pennsylvania 12202-Phone(570)384-1330-Fax(570)324-3222 Toll Free(800)894-4563-www.polyglass.com-e-mail:customerservice@polyglass.com PATLRPS00FING MATERIALS AND INSULATING SYSTEMS POLYGLASS S.p.A.-Worldivz&Hradquartere(Italy)-MSP Swtlmd Ltd.-Subridimp(Great Britain) LETTER OF TRANSMITTAL General Contractors, Inc. 248 LEVY ROAD / P.O. Box 330775 ATLANTIC BEACH, FLORIDA 32233 (904) 241-4416 /FAX (904) 241-4427 COMPANY: City of Atlantic Beach ATTENTION: Dave Hufstetler ADDRESS: 1200 Sandpiper Lane DATE: June 5,2007 REFERENCE/JOB: The Palms @ Fleet Landing CITY/STATE/ZIP: Atlantic Beach,FL 32233 #050179 WE ARE SENDING YOU: ® ATTACHED ❑UNDER SEPARATE COVER VIA Hand Delivered THE FOLLOWING ITEMS: ❑SHOP DRAWINGS ❑PLANS ❑SAMPLES ❑SPECIFICATIONS ❑COPY OF LETTER ❑CHANGE ORDER ❑ OTHER COPIES DATE No. DESCRIPTION aea. 5/29/07 Approved,Signed and Sealed RFI's from the Architect RFI's#6,7,8,11,12,13& 14 - n ' S � .5 THESE ARE TRANSMITTED A� ® FOR APPROVAL �( C ) ❑RESUBMIT COPIES FOR APPROVAL ® FOR YOUR USE � ❑SUBMIT_COPIES FO I IO t,P Y 11AS REQUESTED )PRINTS ❑ FOR REVIEW AND C1 fj[ Remarks. Please return 3 sets each back to our office after approval from COAB. SIGNED: Beverly Jones Contract Administrator Copy to File. sNoelker & Hull LETTER of TRANSMITTAL E w N Associates, Inc. Date: 5/31/2007 Project Number: 06003__.. Architects To: BL-G-General Contractorsjnc 30 West King St. 243L�vy.--Boyd Chambersburg, Pa 17201 (P-BQX_330-7.7- Phone (717) 263-8464 . Atlantiz_Beach,-Fl__32233 Fax (717) 263-6031 Attention: Regarding: Fleet Landing Steve Smedley Atlantic Beach, FL Two Prototype Patio Homes We are sending you: O Attached O Under Seperate cover via O Shop Drawings O Prints O Plans O Submit O Specifications O Copy of Letter O Change Order O Other Copies Date No. Description 4 ea Signed & Sealed RFPs #6, 7, 8,11,12913 & 14 These are transmitted as checked below: O For Approval O Approved as Submitted O Reviewed O For Your Use O Approved as Noted O Reviewed No Exceptions O As Requested O Returned for Corrections O Furnish as Corrected O Rejected O Submit Specified Item O Revise & Resubmit O For Review & Comment O O FORBIDS Due 2006 O PRINTS RETURNED AFTER LOAN TO US Remarks: Return one oriainal after COAB approval. Thanks Ben Copy To: 1 Signed: Ben ChamberlinnAIA,1 EED AP, Principal t�++ IRS JUN 0 4 2007 l BY:---- ---------- N CZ) r 0 HER E! a r _ c m General Contractors, Inc. A v 248 Lay Rand/P.O.8atx 330775 .� AMRWC Baarh,FL 32293 m ( 241-44161 Fax(4941241-4477 C) CC) O MQD r N `"i RR ## 6 m N A w z To: Hoelker 8 Hula, Q Able Consulting Engineelt Dale:Ociober 16,7006 From: Scott Ross, RPC Project Manager CC:Sidco biterprises-Joel Johns a a� fi B uestedChan e: Res e: 1 eullt-up Stud Column(slimilor io otter ala"some wag). -rp..SS Sv eet-I K -P�znv"D&O b%FMvmtuL Reference pcge S1.1 (Villa)-see wall section 3-lo leftovT F"x& WIA,-T )t �w Q tide of end of bearing wall there is not o built-up stud �ttucs l�`� C7N �.�7ttAcT 7ocora�l ns. column for the mulliple trusses that Sit on chat hall comer ytuT Ut Is, QeGlvrr2dQ (GO1,G04,013).Requesting itcolvrnn is needed. m SEE-Clouded areas of Granger Lumber Truss Layout sheet (`�) 3S1E- 2 '` t4 � E Gro C�e�a.ro k, and sheet S 1.1.,abo see individual truss drawings for Gal, door t►aabl` swa S Ta el". ' ZO-i 1 tomo Awd G04, Dl (sent separately) C.MsT Te T . o a 2. Typical Stab Ile-in detci to foul ddlon: JLMar "Q'&r a*O The Entrance Parch and Patio slobs WR be poured up `- C, against the existing foundalion-what is the requirement Cl) for ollaching the two together. w E-- CO 0 N r ,�6e;L�tiu�crt� 0 U o p v OCT-17-2006 TUE 03:59 Pit Noel ker and Null FAX N0, 7172636031 P. 03 r is r .v•.►.'� r t �Si• .s i rr 46 I , � 400. is J-wm J ' 1:00 "�,yd gN,rM3� r,2 xn c;. dr a,ir,g �ti.. Qad .AA bran Trpkr o. Yd3�Y t�rsesaToe Y'Yd ce.aT 9402/LI/OT V 10/17/2006 14:33 FAX 3012698457—ACEPA wu.m,Uvv —J1 41 U4.I L for R --ft— ,0 AUW to 9 In IA V" 414 I an j.3sib M A Nom on 1801-W2 FLUT LA :Roof Truss Placement PlaN r,HAADWARS Ill"LWOW I NIM CAMFRON J.U.b.It%a MM-1111 11k,1101140 n,. .. , VO 'd IC09EKLIL 'ON xvi 11nH Pup JaUaON Wd 69:60 KI 900&L[-i30 as N O Y C2 Y N � C m Genera! Contractors, Inc. v v 248 lay Road/P.O.Box 33U775 ABafflc Buck FV_ 322" m (OK 241-4161 Fox(9041241-477 CDo M o m r, CO N RFI #l# 6LK m N a V Z To: Noelker&Hua. Able Consulting Engineers Dole:October 16,2006 From: Scott Ross, RPC Project Manager CC:Sidco Eriterprises-Joel Johns a Re questedC.battgw. Res e: 1 Buhl-up Stud Column Camilor to oftw along some wan. -['p v ss Sv PPS-{E "Prcn�+IOtp b►�FiElf� Reference page S 1.1 (Villa)-see waft section 3-to felt side of end of bearing wall there is not a built-up stud jrtucs lJ�yv�T x 1JV�+'sT !S' ""'� = column far the multiple trusses that sit on lhatyvoll comer C" a GO1.G04,D13 .Re %JtUT Ur SNO �acuF.-kAJ 1S Q£Qulfa94 ro [ ) olussl�g iFcdvrnn is needed. S` ar SEE-Clouded areas of Granger Lumber Truss Layout sheet 2�"` 14 �E {tvo Coiwur,1 �'• and sheei S f.1.,adso see inclividual truss drawings for Gal, AVIA raruh+- swan Te em. f laz-j 1 peo " G04, DI (seniseparately) N• JN.oDITUn+,&L. CoiT 2. Typical Stab lie-in deiei to Fousrdallon: T t S AJOT- "Q-A1 akU _ n The Entrance Parch and Patio slabs will be poised up CID against the existing foundation-what is the requireinenf /�►ts�ri►tea PrwP�Nc °'„`R'°'ci�o"� o for attaching the two together. 9-4cps&O& . CD 0 CD cm 0 p U a 0 a s/z�l� OCT-17-2006 TUE 03:59 PM Noe Iker and Hull FAX N0, 7172636031 P, 03 Ifs 1 \ I ■ II 1 � 1f�M�� f ww�,M��!►��w w�� L 40 ,T �� V:•�• � :�1..:' f\. ��.fly :.��'� ...........�w+r.wr.rte M.w.►+r W�r ��r� Ii i...... I ._ ... ....am Mm.. a—�f ....._ � Mdld �rh y,1.• 3��, R p �• t�wrlc� en1S dY� .�,,hg IM y wnL even TAW « Yd30Y OMSMC YYd CC:VT 9009/LT/01 10/17/2008 14:33 FAX 30IMi4S7-AdE-PA N 71F- a C 0.0 601A ........... .......... j,a" balm .......... *04 lu�fl -J" 4141a U)NI7AI('I IWllrnu (MAN901 LUMM ISOM2 FL LET LA ;Roof Truss Placement Plans� 16 HAMWARS OWN CAMERON at a Val I?,q am i VO 'd IEOHK9 IL 'ON XVJ HnH PuF JaUaON Wa 690 YJ, 900e-L[-i00 N 0 a— r _ N m General Contractors, Inc. v Ca 249 LevyRoad i P.O.Bacc 334775 , Admu t¢Baacrc,R.72233 24144161 Faoc(594►241-4477 O CO O m r' CO N RFI # 6 m , Lam A z To: Hoelker 8 HUD. Q Able Consulting Engineess Date.October 16,7.006 From: Scott(toss, RPC Project Manager CC:5ideo Enterprises-Joel Johns r $ gequestedChangw )tes e: y 1 built-up Stud Column(jlrrmUm to aftwr along same wan. -ja v ss Cv ppc-lex. "PaoviO&O b%F7F*"IUL Reference page SI.I (Villa]-see wall section 3-to left o�T ,"� W�r.T 1%. 61tAoa-w3 side of erid of bearingwdt there is not a built-up stud j(ivcs �y s column for the multiple trusses that sit on chat wolf comer C>N �Uttvn tvAV O o (GOI.G04,0131.Requesting if column is needed. � SG�4a�.�u �: fR taurt�q SEE-Clouded arem of Granger Lumber Truss Layout sheet Sl$ '` '- 0' ly and sheen S 1.1.,also see individval truss drawings for GO 1, door ra"bl- SwQ& Ta EN* f'tZA V t pyo AW G04, D1 (sent separately) )Jib JNJpp1T*UtjSL. t.J41:T o 2. Typical Stab Ne-in decal to fousldallan: �- The Entrance Porch and Patio slabs YAK be potted up c; against the existing foundation-what is the requirement 1�-t's��•Ma �nvPErC C a�+.RAc tl n,� c.; for attaching the two together. 0 0 f— CD — o _ f �' AQLvLTirlN a F..i l rtk o. to � a O IL17 OCT-17-2006 TUE 03;59 PM Noel ker and Hull FAX NO, 7172636031 P, 03 l'lS it w�rr.rw omw—...r ' 1 i L Q ,,i.� NWh�p7 arrl4 dr 4.11,69 y TAW Yd30tl LSp69SSI0C YYd CC 9T 9003/ET/OT OCT-17-2006 TUE 03:59 PH Noelker and Hull FAX NO. 7172636031 P. 04 1n� ~rr ~•10r MW�61M'�YI Il�lr iyy NOtl9WVa MIN lWKII'Vw 7M Irm»w wn[ru r�lsm 9d.Mftv,. 4ue�d lugwDOBld ssij_ joo�j V11�11�iWb-IOpb a�vvxli I`a/oNvao � , . . ._... .. . . . .,. ... 4416 Awrr n•a•r R � '. ...— •nvl mw —. into tic ip fe p [ ��•-•• rl w p lh _ t l .�"rte—�-_.�„ ,` .I- -- "� Y' ,„'•” - - 'Z n:ihi�;.. _ Lw-1Y4 r � gar q r► - _ argo9ZT0C XYd ¢C:6T 9002/LT/0T N CD r 0 � r o c m General Contractors, Inc. 248 Lay Read/P.O.Bax 330775 AUE RC Smack FL 32233 m (9U4j 241-44161 Fax(5441241-4427 o � CO 0 M r CO N N RFI ## 6 M m , m t� a ua ti z To: Noelker&Hull, Q Able Consulting Engineers Dote:October 16,2006 From: Scott Ross, RPC Prafect Manager CC:Sidco Enterprises-Joel Johns i� # R uested!!:. e: Res e• 1 dullt-up Stud C*Wmn(strnitar Io aftw along some won. -j'a v ss Cv PPr-Iek -Peoviot0 A b%FMW& Retetence page$1-1 (Villa)-see wall sectton 3-to teff ,-k V(1,�sT ('• ��1 side of end of bea"wdt there is not a built-up stud �(ivcs tJ�`4ovT o column for the mulfiplelnnses that A onihafwall comervtuT v? stvo caLaK" � OtaUlr2oq (G01,G04,D13).Requesling if column is needed. M SEE-Clouded areas of Granger lumber Truss Layout sheet Lit) 35�8�" s` 1y BOE Gro and sheet S 1.1.,also see inolvidual Iruss drawings for GO], J&vA na+uh� SWOS Te frzftv 1 Obw G04, DI (seni separately) j�• x-001 run+sL C 4>:r To —[-t(� d o 2. Typical Stab Re-in delall to foundallon: �- The Entrance Porch and Polio stabs will be poured up CO against the existing foundation-what is the requirement for allaching the two together. 0 cD 0 0 cv r 6e L(�A4%iLrMAS r ` E- la tl�tara N a U o O v OCT-17-2006 TUE 03:59 PM Noelker and Hull FAX NO, 7172636031 P. 03 M� 1� -16 INWM l'lS J � 1 1 •v•./..�•rt1 V.I.' .•/J �: .�r�l�ice!� �/ � • 1 h;.r /T pts .t .:• v: , �. .,\. f7i ;• �A'�ati'�J I � �•'�j . i L I I i i... r-7---74 is pc slivi 3l) v a� 1 ,s rdld OhU. 30- lid 7dd v wnn,onn l7M TAIM « maoy LSp6BSaT0C YYd CVVT 900 /LT/Dj 10/17/2000 14:33 FAX 3012688457 ACEPA JONI L 1�n JU- ............ OIL—. G ki Y d 04 du m" a v P.J 14. 1 i Mn i 91 A MIA W MU UMM :Roof Truss Placement Plan!ii HAFIDWORANGIP L5801-M FLUT LA ARG w MTN 'Jim Lw to**A, NdY CAMERON "'I"t It AVMS "I VO 'd lEQ9E92LlL 'ON XV. HnH Pulp JOUBON Wd 69U ani 902-LI-i00 General Contractors, Inc. W 248 Levy Road/P.o.Boat 330775 w Atlwdic 8"ch,FL 32233 (904)241-44161 Fax(904)241.4427 co m RF1 # 7 LO LO To: Noelker& Hull, Able Consulting Engineers Date: January 5,2007 From: Scott Ross, RPC Pra'ect Manager CC:Sidco Enterprises--Joel Jahns R uested Chan e: Hurricane 3ie-Downs Res onset l Villa - Bearing Wall-(see pictures of area in question). DO -,A""9 �� L7"s 12- s'rxmos -Reques�g information on the�ef-tie-down snaps or � all thread required to achieve a continuous load path. �� T'nov1�E �� QTS 12. �. �, � -Reference page S3.1 section 3 (Villa) -no tie-down detail. D 11 - 47S /2 0-k- u -We installed twist strapping (LTS12) from bottom chord to z top plate and down onto steel studs. °t" " / YA' ' 2. V11a-Dormer Truss - (see pictures of area to question). 0 Requesting information on the correct strapping/clips to ,, ,��,c j j"f,,,,►c „-�/ use. We installed a combination of straight strapping (LSTA30) and twist straps (H2.5A) 1 General Contractors, Inc. 248 Levy Road f PA Box 330775 LO Atlantic Beach,FL 32233 (904)241-4416/Fox(SIN)241-4427 W CS) _j 4 RF #� 7 CD LO LO To: Noelker& Hull, Able Consulting Engineers Date: January 5,2007 From: Scott Ross, RPC Project Manager CC:Sidco Enterprises-Joel Johns 0 ReWeslled Change: Hurricane Tie-Downs Response: I Vila - Bearing Wall-(see pictures of area In ques"on). -Requesting information on ft cortecf-tie-down straps or DO —Ae*WOF- 62) I-TS 12- s7rC)OS all thread required to achieve a continuous load path. -Reference page S3.1 sec.tion 3 (Villa) -no fie-down D013 (4 1 x MA) Pgo vivF (2) M M rS 2- S 0 detail. D 11 - j 47-S En z -We installed twist strapping (LTS 12) from bottom chord to M z to late and down onto steel studs. 2, V11111a-Dormer Truss - (see pictures of area In question). Requesting information on the correct strapping/clips to civ rA use. U) We installed a combination of straight strapping (LSTA30) 111'514-7 and twist straps(H2.5A) RP 00' General Contractors, Inc. 248 Levy Road I P.O.So 330775 LOC9 Atlwft Beach,FL 32233 (904)241-4416!Fa(904)241-4427 W RF1 # 7 lD CD To: Noelker& Hull, Able Consulting Engineers Date: January 5,2007 From: Scoii Ross, RPC Project Manager CC:Sidco Enterprises-Joel Johns RLuested Change: Hurricane fle-Downs Res once. Villa - Bearing Wall-(see pictures of area In question). -Requesting information on the cmact-tte-down straps or D07 —,PAOW09 2) L rs /z s7nemos all thread required to achieve a continuous load path. DOj3 (419 OK) P90 WO (2.) M rr 12 S F -Reference page SU section 3 (Villa) -no tie-down 8 detail. ?I/ - r GT, /Z oAz- Ln -We installed twist strapping (LTS 12) from bottom chord to Ary'�j ///SAV; M top pJaie and down onto steel studs. 2. Villa-Dormer Truss -(see pictures of a ;Urea In question). 0 Requesting information on the correct strapping/clips to 4ee_,ep�ak)e SfW CA)rAt use. We installed a-comb[nation of straight strapping (LSTA30) and twist straps(H2.5A) r .....Y. R P General Contractors, Inc. CS) W 248 Levy Road J p.0,Bou 330775 A110*0 Such,FL 32233 (904)241-4416/Fax(90d)241-4427 w m RF1 # 7 t� w LO tv To: Noelker& Hull, Able Consulting Engineers Date: January 5,2007 From: Scott Ross, RPC Project Manager CC:5idco Enterprises--Joel Johns 0 Requested Change*. Hurricane Tie-Downs Response: 1 Villa - Bearing Wali-(see pictures of area in question). DO --AMW409 62) L rs 12 Srxxps Requesting information on ft ct�"&tte-down straps or w all head repaired to achieve a continuous load path, r -Reference page 53.1 sec fiion 3 (Villa) -no tie-dawn DOLS (41 K OK) P90 V1,09 (2-) M rS 12 Snewy detail. D 11 - 1) GTS 1 Z �� n -We installed twist strapping (LTS12) from bottom chord to z top plate and down onto steet studs. 2. Ylila-Dormer Truss - (see pictures of area In question). Requesting information on the correct strapping/clips#arc.ebe „- / M use. M We installed a combination of straight strapping (LSTA30( J 1ilsA and twist straps (H2.5A) CO r LO N C9 General Confradors, Inc. 248 Levy Road l P.O.Boot 339175 Atkntk Beach.FL 32233 (904)2414416/Fax(904)241-.4427 w Ca F- ---------- ----------- CO LO 'RFI # 7 Supplement To: Noelker& Hull, Able Consulting Engineers Date:January 17, 2007 From: Scott Ross, RPC Project Manager CC:Sidco Ent rrprises-Joel Johns _ Requested Ch e: 1 Nilo-lntedor beaming Wag -------- -- ---- - ------------ We received your approval on the pNernate ice downs for the nov IYsE m trusses to the tap plates. However, we still need (�PT� oNS'. r- information/specifics on the anchoring from the iop place z down to the floor. We propose using Simpson STRR Y2 all-see ') 5K �'' /S+►rGtfo fL5 f7 n'sAu jt - M ( attached spec sheet.Epoxy was already approved for the WAt t,) ,dT LCCA )oOS NVL M column plars (see attached spec sheen. Ti6uf3 -O p We deed to know ft►e locatioh where these need to be YtnT�srbl � Fc i L w 7 ,, M insicHed,and the typical spacing.This well be typical in the Ecol �a(► ? to wee SJ MV ! �$ Villa on the bearing wall surroundling the d n. Bal I�kl A-G 100 PLUS "vim AM 440(L. - ----- --- - ff - -- Pas (Ili" t� s pas s a3 � } oTz enc rC.el. 6 ve Ta -4ms i jft/RrtlG.6�/t,_.. j;r �tG 342 GDow 14saT, lur /}ANG 19'y r I i E sr�b 'Pis TW Sr�-rz_ /t/�nva�+ck ��'/Y 1z SIr c�t�ct� } 7o l/WLAGsgL SIyv A/V/, Iy m 5 K 1 31Y �*A&,Q I&X)r 7-A P OV Awl m a[ Laet0 2Es�sT.ANf r ��o� N Tr, a�u ,,�-�,,ia//�-� acv Ct.a�od- oPnoruf/10 /��10 01/19/2007 16:15 3017409190 ABEL CONS ENG/ROGERS i PAGE 03 � I o 90V liar } Load _ ..-.--... �. Wad/ tov• I i! Loa W1[, t Eoad 0 �I 031, ( lop , Eollif toad Loa Loa I. I v_rI9i 0L Lou f'n I I (I I d t€ :'Md I I LOO Z00 I ID csoa c013d I azoo +F o to 90tlI20 1, # taad ( "T 1 Mad 200 900 100 m N £08d Ooa x1f 500 too Cuu Oil ! 11 Lr L00 E08d I EOad ny 51 I I I t vc $ L road F E09d �t 1.6 ..�• { ! �•� r j �vs l toed toed i LO ton !± Eof3d ? IdL lOd I Eo9d E0 d A 111 I tl tJ VLr3 bt t d 0 t toed f�iff}Wad 1ln a �d4 I {I toad40g � f �vEra cm m g „ E Lra tail coed 00 �I LUC i SOad NVUU ' road _ I � I toadErre FROM ¢ F�EoedIb ¢ �L i ol-4-Ll } � N 1ltl a Eoad oad e-oL-L Eta f; vFC £0 0 4ttl N toed iMali tit0 � i ( N N ."SM ® toroodf Toed Tic] I I� 0 -El moau ( 0.0-L i:l Ll"3 fal• S fLa _ zt 0t-L vta �1 9Lf 31 4 c a c�a no M8dl 1 \ b a I'p 1 ® c„y ; r $ CL L for o N ItIt etc f, Or a l,I. M G arra �ff jo E c TI 1 i' 9Ltl N QLf'3 i. p C ' 15r ' S � O� �•. G a ~ '111 yNj 4 0 Jam^ { S f' 1 0 N tl 01/19/2007 16:15 3017409190 ABEL CONS ENG/ROGERS PAGE 04 Jam 17 07 10.246 FIW Lending Stance S. 904 241 4079 p.3 . . System Y The svonp-Tle Rod System(S*M)is an anglneer ed system of components designed to transfer uplift forces from the double top plates directly Into the —� sierbsan toundadon to provide a continuous load path wtttnn me wall system.The , T+its•00 key component in the system is the take-up wasrver(MI/2)which is specially ' designed to self tlghten whm any andnkagr or compression sours in the vial,so that widen upM mom,the system ie ready to perform without am- two"dsteloon whim Can calla toilurei In other components of the wall.The falkwAng tables list the* trahfe loads to be used in designing with Ww aydw.Nate the 11011009 0WOMeratlons • vkkb should be aasaunW for in the design: • , ° The deteim shall detamlbse the spacing of the rods bash on the applied uplift forces as well as the effects of the doubic � f � � �w Asn imp plate In bending and the potential Increased forces for ae-•ewaw+ew. i #;"w rods located In a aheerwall due to overtuming. "x•10 } by Now •The anchoro flan be vaed to transfer shear as well as uplift rnII proriad fel unity equation is aluided of noted A**tabb below, For thea appaoations,It Is recommend that a bearing plate and nut be used to restrain the sill plate. •Anchor allowable loads are based an a MINIMUM IWng Of w wWwre equal fo twice the tntbedent dop 4 The loans shah be — adjusted for two runs spaced at fess than the mimlmum spacing. '"N'71""" (frac bt MMrMr ur.e a to (y,_,� YfODI#SFT rl.I iMr►WYj W—aoA's■ Ell SYM.,CW-Ip-KM ANCHOR INSTAL ATOM MIONS A�tMr ate ' NnAkAtw46wdMr1lwMo�Adtao6al 1wI616od t I11MIN { 9"1*no el eel rod a rsakr no.bmft Ise �aAaler OWN" ( ON. AIeL ��}�`'�' oder 64106ItIL 6tt,gr aelAd sldV wM�5 6a4.5• 0*too 2.Serdna m be 4notdNnrf6rd bby dsiener. l w y wNAtM f►/tsl anal awed a rwratew seumeey,laNa a6..r 3TRS! _ 1Y aAat? O#VY. l 7' if16 SEWN edvI&A p71K+0uarr eAe. an" W %IWA C54 WAU VOLA.,_ 4.1,75 � e _ 1' Jl4li wmW01tNu'41oWecs.lt•l6" eardn wdc a.ar�te(ArN N hnerc d m} PRUL S6• 8Ae1fL QM 11• Y a,& JAI*6 Let k Nv§U f~arm emrw aro MM 7'CK&M NA ad ran;Wein 162;uh s'P4%ebm W MW v am pu W&W ow SYR SYSTEM:REF10"ANCHOR INSTI U ATIOM OPTIONS � rdhulw#An rre t rico on 2000 ret oicrke, rtu6a I Awmar 1 ANIW hoMr 'er+pwr fd* r�. t! Ktr►r � IeA.nlbtar (ataladMq pAe1NN)► aetA ; Aw+w6i n•t:►s6d►I ,. ed err6eet6�A awdy{s� est esw6.ea 4�+M as 7 42F 1020 v 17316 Ir M I r 7 4ea• asta s 2"s .ss• sate IeMSTU16 1,76 1 1145 ( 1.75' =6 I aTRNM __w +«IZATr C64 ........, _ 3315 3,13' bee A s s al18 win fl a3 ! FNCIECKINfii tfowb.co+t :ue now (axl pb>d steal f ANCHORAGE WWRACTIORsAe � � 4740 00 455 1.oeatarewkort.we:NraAmlwrat�Yo.arw,relaa EQUATION t 4f' -- 1680 465 ' •nw�•e4toaor4A8.asewbae6eaed 3?T w a 1275 eel! 640 tgbo m ' 40-ht" � k*wfi W 7.21 3427 etre r aa0 Alkwa6N TvWw AAaw6A t I M OVA.R h4 4,2S 1972 W { Sei L Yrlwr penfeAd ar M MAM6k brb 1r:eAeh eanpowN ai 6 2745 1 506 656 norAevef MOM a tuff S wi t66AAdm. _......._w 3 Ytdra smwne a m6ie;tm eche dakra et 19/4'rAd AT _ a eloa este ; 626 �^ T,5 7168 490 1490 4.aIle odw n hued on 1000 pt caiaMe,Adhrwe 0901 two-tw N+' A/a�� 7782 11!130 i 183Q 5.516 lNer tkl6rr.ateAa are INtd eA$YP lnnberbph a 91aN clod j�-�----.— _ 5Y' � Allo 7 6675 '70!!i.30251 tab dvnlbA oNa W 1j- 1G' Na t Mi 1055 Sae a P1IMdlAfOi>tbitrAflrptltiMRlAMi .,....,... M perpk6cuEn. tis!Pt1M A ata tV4 1406?SJ 7.waw►a MI Adrde r+hgs tsr�on M.ewI �9 01/19/2007 16:15 3017409190 ABEL CONS ENG/ROGERS PAGE 05 Jan 17,07 10:24a Float Lardno Stew S. 904 241 4079 p.4 Eppp►'1R>:7 Je a Mwwemaraaf;10016 eaOM aptrll�d igabaf► ams.wutmalls e1.10Mu1aG4y+t�ONSIAM ljw�yltNrrrl.l��'al/ t.ti_ y 1.r4:'J�'•! ... Gera/o8,fSlepaa d and C. 1 EM1it ,. .i�Nwbd 4 IEfX! - MIMtiNmIrIII Maedandmemo -rick plod as I I SV ad45 Ma,aMdoasaM 4FIN 10 •PCMHIW for Oak w0con r. IWO atite:alar of u N1tlafsk www, F#.om Aram owe*4 me.;*A*wrurt"W me saN'tWas Nat aim bod v M now tram as own food now and �'' .'. :•, fray trot fa111Ot1<to1!M mea oed•dpM�r,iMMra aha�Maalefalee app�r,sOeaaR tfM drMNaR rapale farms Matf raMdt . >ilMrlgilaeasYaapafgre.atMidos io►M.laNadaal 1f or 1Mlall M owdr l vow oat pelt 11 w dnak The bw I *A raolMr.inalerMii skW to W F.W at ft*-a Wkdn best %manic dltarlf net be leworad in wm 0 boo Mmft i mu sell nadrlat.lru areslaps st"be ftow wo vwt%aatafrmbr nuhd am M aeeoMMr 0M l td kWk Osrr to alar 0"W to alum J hod peelmeWor iffaale ca Medan in 8.7 e1NMl w antWmingm of 4V — 14roym ban do OtMr.aMlaoNre bumparrad a mmilah ae 1 _ FerntMlrMaMtfetrstflMM11n4p'!-Nm"� .j ea10M ttw inailt��4 Mari mardlMe fN>rat In DMpt.�r w+ew, ,� � '�•. r A. wrrr 1 RNIB-M�'IArNQR-NM�M1MIeMa4-WMMnpra�ary ��4cdi , ,-._ nllod.ET iMleaM irAN M a YllNertq s011ra Orel►frac '..'=_ . iMaeratleffalY—lwpapldl►ae0errdafM�MiMnbad � :� `-� - r mub amen aM ohaft MNMANad dum rad 00 we ware N Mp�MutlwnamobsMero�eCaoeNnt�_Mt o or aeasla�a npem M aM MarM co wT use reutreM+s G1EAl1 ADIE9IYE FIIOMA Maus neAM�#AtoaWOaM wMa rfalfee� arr�yt^ ftenwarulmrs.JIMMORM arM=torraaMrfrWL q�p� ap�laa;t:aeaa�e OMIp er pf(M oil••neer. i i:��.--'��'�''�"'.-.•.-r A�MIa111MeaMA@taafdbatlefatesnrtreMdln ' •..,�_....�'E�..�.,:.�1 fsfa AargOnae t?�1ltlrferJwfaefw aaffipam � oeafrraafea ®w.ara�Sam aaaaBMW=alroae�lio >m om�i'+M Er aamw is moamnmw -edmk and Wmd I***, r � s •�antr iefaff oneep fa a.rafd iMsM•..w -shb0laldugrrfJer�redirepuMarro_ "�' .;. . . `'" •: ., .•• . �DMptoo i tiri+. Vii+ NMi +> -rsolt►11NrCMOtloaf. i >r •'' ��:• Eoi77ner: . •cr"Ed AtaMaum up ourlrrlae we ipedM_ Frtt rMftayp+ao 1a BMW �ilMrt 3 �M►��lydeq�,andiatM MMawviftUa/0yayeft ftlelllayelylth�riyd�.Ny W F aoaadarfedrrM fds�'aA�toa QNeAa llerunrMrdiMMdd McOraY � is Pj.S'•, 4''6i;�`i ~)j� q �r"��~�� i 7.111RrOtaylMfeM>fl�le,e��roa�IMQ1� t.6#0*BrM OM Cutin N aMtMe p" 1-.1Z ro 010011 IMF) fm ro am hr i Nall Dolleden ASM 0 on la"(10•A) �le�esti+wm M"c112 4 rlo a at• — _---.M _•. v rr AMOrpn wood" a19%(2C mt") t asaMedrp Adhnire aerrl Mr aMo- Cm"raANM Veli Mas" MMD arra 0.174 pel(M owe) + uda0Y0 Md1 bpolde Ola N�ja Md pI1N1a�IMiiO NuOCluIN g1Ao•rnwJ a 10!10 oaf p depq i iMer>de Iw1gM Oy Ma luaprrarlsraG 4aaq►Mae nnM 1IM rNo4+en OOepaMMaa Idrdulot 1a1M 0 fIM alQ,ZpO rd(f4e1a1 ' agMNafiMMle of!lith 1?•rt opaeNrarao for-l�M iM17NM(TT- Affil M C dd1 M iMn-�Cgnr nfele j arca 3.chum a ad Q rid 10040"a a1MOme I%=pm a0 fnM-Tdit Ilin ' >r * rdW 7 dry arra AMart hm a meet rMtt aced r omfttsplm l dbMW raaR dtA011WM1 WYOWOM ata MMrr M 1le�7."Win idafl b oMV)s wift and Arr to Nod a0 1.sellae Md aaau d iN r T rrom M any•11ti oalbam CM A+roMsf::Mrt be ala MRealwirf.Pew WNW hr more delarlaa MMtb�lNrdd/.r B nwo Awry N aabMoYeea for Eoan i"e H: MNwmdee roc&swab&nr mnbd abeam mad naMtl lImMI al g 6"a aslls-CROAPAM m r r �D N C9 r.� m w General Confradors, Inc. Cn 24a Levy Road!P.B.Bops 330775 Atiw tk Bead.FL 32233 (904)2414416 1 Fax('904)2411427 w m r - ----------------------------------------------------------- CO RFI # 7 Supplement r To: Noelker& Hull, Able Consulting Engineers Date:January 17, 2007 From: Scott Ross, RPC Project Manager CC:Sidco Enterprises-Joel Johns "vested Change: -- ----- -- -------- --------- Response: --------- -- ---... -- I YNia Antedor Bearring WPI • We received your approval on the alternate tie downs for the �rz ov ►nE OF THE a�.wwi�rr► ; M trusses to the top plafes. However, we still need T D�S'. informationtspecifics on the anchoring from the top plate z down to the floor.We propose using Simpson STRR %all-see r� 5'C LK �'' / C� S (I to?�e. M attached spec sheet.Epoxy was already approved for the WAU-) AT UcAT)oNS 6M �n atm z j column polars {see attached spec sheet). I T"M A A-A t-01* � l • We need to know the location where these need to be 1��n rt tet_ To 7 M installed,and the typical spacing.This wil be typical in the °f l4)r ? toNNeC OA) : S/N a 1$ ,n Villa on the bearing walls surrounding the d n. �� + A'C_ tovpLUS FiPo f : Doa �b�► IL r_ u .s F>s - 13f S' yah y .Trc.�. ewe Ta sr.As �}vrrrcrt dvt._.�` ;r ste 34z eorra )*.rI.rr ovr #N` O/V ,e !z S! MAT --------------- t>N K 1 31cf yrs -,nrtE-�v r T.a Aeo t v S 's ,14C I&AV &&SiSr eJ r EjWM N 4*&te f'a'rt- tV T CQiv c�e-s� Si e/� Div �t dod" C N co CA tI! u { ✓tet' flf 11 `� T c C 3 15 1 J5i e u d EJ70 O D16 ^ �l ' •.� W M1•� 'Jr N , eJ7D b 016 D �� i lE!J70 i 017 n I. S J03 i f? I(I - I 2 D18 D cD CJ3GI i > 1.�{ J04 S 0.0 014 PS05I. ! 4.0. 4 D14 �I EFS a1 014 P8 ( 4 e I n� IEJ78 .! I' 014 1-10-12 P j? 014 {g a EJ7 � 70.0 II. � 014 P903 {� P903 01 CJSG ff qN, 014 P803I P903 N CJ3G-1 m t7 f �7 U g 014 P903P903TI 14 7S � 41 �!! D13 1-10-8 PBO P803 014 16 P903 1 PR030 D14 N 11-e-10 4- 14 a a 6 P803 PROSb I 903PBQ3 b I< x c P803 ff' P803 I pool 012 = 1803 PES03 o12 00 PB03 ft}illPRM ji CJ3AI PB05I {' I f vj INI I I � �If � •••-- PB03If�: a�130Y I o j0 ERA O.C. i, I P503 1PB03 1 1 001 I 7A1 ; f I PSD3(I;IP803 0, EJ f I — o I { P303 1 P803 01 SA001 I � t y 4 CJ3A i 1 i P 03 P503 01 g I G . 001 � PB03 P803 OQ1 i 802 005 ft, Doo P303 ao Rol- 1 01 {�� C DOB DOG 803 g , 1 D06I 5 D05 c1 c •� al Io ! f 'b C•I D II PB03 sPRCMI CO m-X I CO2 001 PSM. i P < II I `�001 10 5.3.4 I .•i Col i PBo3 II iP803 I , 001 PBo3 'iPSC3t oat Ilco 001 LI ti Oka 'A07 P D1 I Ploy a. A05 A08 o E0 3edd S213908/eN3 SN00 139V 06T60bLTOE GT:9T L00Z/6T/T0 01/19/2007 16:15 3017409190 ABEL CONS ENG/ROGERS PAGE 04 An 17 07 1024* Fist Landing Stour S. 904 241 4079 p.3 Strong-Tie The Strorhg-Tie pod System(STR)Is an ettgltheered system of wmpowcs designed to transfer upilft forces from the double top pin[es dbeotly IM the weWm„ tounoaaon m prurkle a coritintrohrs load path within No wail system.The T1ki MY component In the"MM is thetake-up washer(SWI/2)which is spearauy designed to self tighten when any shdnkagrr or compression occurs in the wap,so that wh*1i Itpaft atoctfrs,the system Is toady to pertarm without othw.co.rwlwa exceselve dete0on who can case tallium In other Components of the wap.The 1911Owing vNes Net the eiWllrado loads to be used in designing wide tlhk system.Nate the tollowll considerations • which should be accounted for in the design: • ae•lrawa ■The rarer$Wt deeenbtfne the spacing of the rods billed l on the applied uplift forces as vrmll as the effects of the doubletf►isCan bp p4 to to bending and the pcnnthd increased forces for c5r--cft OVINwdarrr rods located In a shearwali due to WeiWilli •The anchors den be used to tranfThlr shear as well as,uplMl Iprovlad to U"equation is ekeeked as noted in#1e table blow, For twee apoiaption,n is recommend that e be&UV plate and nut be used tD remain Its sill plate. _ Anchor Alkw able loede era based On a minimum flpaCUg of - vAchm Wal 10 two the limbedent depth.The loads shah be "" stn-AN•firgr tare ere adjusted for two runs spaced at fess then the minimum spactnp. (Wad lirrnow MWWft aw—SolaMa SIM SYM.,CAST 111-PLACE ANCHOR INSTALLATION OPTIONS Ardwr eaA Mai T'^ ��_j......n.--y �.Jy NMI0N rIN 11Ne Ml1AlYM 0�IM lai/et� /Mader E p NN u.MAta t sinal p N Ilr tee a arM.r nw.Mnln�Iwe W&I"r 08da" On*" IIr hMM� .) yin EA6 12.SpMit�ro lot*dN.n fY�d wbA 15o6.b. --...._ .. ......_ SMQ1rwa1rodit"t Mlp4 Mi<pIMM taws 4�O m.w be widwed aeo.ra 11, a m r SYR* --1Y aABY! 611100% i 7 3:16 lfiMM rilk.tJ MlY/t>1p AMA*18 SM011d tag. 9WA ,1r GWA Clot WA" 110% In � e r 3815 4.For mi awmeoeens.lnMiYoAMI eaawla wdc air rrdlels:earl Nr braar d 2>n. e7RM44 TI' BAewfL Qf4 11' _Ws sw<tr►1c of lot b&0400proems a r tar emu* ._. .._....._...,,... - oro calf T taaarMs sssb�a�sn;hsten�1r curb �tr$' ts1 4.SA#v►vAs war bd ea reap go ci fib•w SYR SUM REntOW AMCM INfigltlJtTIOM OPTM IOW&#dors M ams on2oa►pti vmrsts, 1L f ..._ 1 '� i twwa Epaq asadls(1Y1 bslri maw II AeNMr ! AIWW efelMeNr I IeRfSdaq (aAelreMe)t twt A1' 61 ; F' i I errlMont o11r1lali{eMlbolrrrrM araaoe�rat ti�alp .ta > 1 42r ltae r I vis Ir M I 7 428' 3615 v sera 13M SWAl.t 57Vh! _......_.,..... 2t45 1 LW =6 7.9 �fb 1 ......".......... ._ T f 5 --9715 Vr 310 es alfa 111MM was • 11110"r1..h i a i (M F1 02 FOR CNEC1000on ) ll►sI ttec) ANCHORAGE HU 9MRACTION ue aa�o t o ICS 1.OwwiPfwkogoods h►arabndiarkeawaharllwn EGUATMV i t 4s• 1630 46S ' .rpnr.let<1o5ow►op.�wlat:sratse SETW a _. I27a we 310 **Norm ' Mrlwrot r 1a14airi amp —7sc _.. __ 3427 deo , dao"i AlfowrlMlanrhn A81rw11rw Aes.rrw.F! T 25 .. 1672 ea! i 6►y L Win FW"ae M Mrwbk br`W MM tM"MA ' K' S 2746 i liDe ;r Se6 baw#al Mat syM1111 k Mmerdll�a tOs'AptYN A7 - ane abd"a ar r. 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IL 248 levy Raad/P-O.Sox 330775 Atlas Seam.R 32233 (904)2414416 r Fax(904)244-4627 W Co I ------------------------- - ----------------------- -- - - ------------------------------------------------ - --------------------------------------------------------- .91 m 'RFI # 7 Supplement To: Noelker& Hull, Able Consulting Engineers Date:January 17, 2007 From: Scott Ross, RPC Project Manager CC:Sidco Enterprises—Joel Johns Rquested C e: 1 'YAb-interior Bearing WON -- ------------ ----------------rr-��--"-"'----Response:---------------------- - ---� nov %M ��c of THE �LLauJl� { o • We received your approvd on the alternate tie downs for the # m trusses to the top plates. However,we still need 0?T 1 0,0 5, r- information/specifics on the anchoring from the top plate z down to the floor. We propose using Simpson STRR I/,all-see K '��- hNiGtfO fL�j (7 TATA(. j LO attached spec sheet.Epoxy was already approved for the WAU-) AT LocAT)oNS A-M &nAc� z column p3ars (see attached spec sheet). a We need to know the location where these need to be YEnnsb� �n To w 7 rq insiaaed,and the typical spacing.This wlTl be Typical in the 4o/ (a(► °N�v�crrory ' �'�N /8in Villa on the bearing walls surrounding thtn DO c(II ?ezF Jkt. tovpLus �v? l ; Dob Lbl► _ x8 FDSt�tr2-Si `'��3�8� ------- -- - - �v1�N• wtl3t�lOrNGU't t ffVltR/t.buL�"� �C� IILIY IF VOLTICAL SNIU Ta �„ajS Co�7Gr? rj• ,� i s r /fit 3fi2 I.Pow 12t.rarAlur #ANG X13 T� Pk-n- 1V07W#,r--k '/sI !z Scrt�p I 7 i/tr�Lncs4t SIv�7 ANO � � �y' m Xx)7- &ES.-SleNi EjtZ�oe N T 6cjvc"-rS,�,e/t3� ''��6 7 01/19/2007 16:15 3017409190 ABEL CONS ENG/ROGERS PAGE 03 � 1 � c 00V DO i •o Load SIM La d ii Loa d 4 LOVA r � ! 07; loo •� I Load LOCI tri 071 loo t 1 cos9d food too q I. I 'y'£'4 I OL t #II t t R loo fOBd Loa zoo I „� 09 1sobd; toad I I I o� N to 900 S ! r I DDD j l z I zoo2 VU Ma ; 1 1 nod E to , i 900 I! M3 toed Poo 500 100 coed fn9d tiWo `, lr I t eFr� $ 1 toed �t fOtld � o R 16 1 — 1 i I IVSr. sned toad ® o i I ' rg t0 tom li�� comd ,.4 #II Loa 1 I Load {1I ED d t o o , s '►4r3 a' { ' loo toed � �{comd coed Lr� ! coed oa e ELIO toad = I at.o 4 N' ts _ ! Lnme! fF fo 0 = { { X 9 £ ¢oe 1 1, MIA qm ¢ tosdp!£08d D b E+ tl i OL�'LL N i t1a ? MCI !!Coed T o 4 11 N tla toad Load 8^Ol-L eta C7 ; !� t❑ ' �' 91C US, N Coad ! teed N t1q � toEowd 1soed ala I 11 0 C�C 1'la rMMwl�w1 d EL-DIF;COME d tLQ i mL�l 4 140ed fl❑ 0"0 8 I G 'C 3 forteo .e 'Q IF ti ela l V t' j V G ii Or o IN cld �. acral IP y c f 910 9 arra �{{ c D I ,� I,! � •E i . %Q c dtl3 1. p a � r 1 0 o Q v ti til! y(`J 4 Jcn� 1 IT$ 1. 0 m 0 tl !I :y z 01/19/2007 16:15 3017409190 ABEL CONS ENG/ROGERS PAGE 04 Jan 17 07 10:246 Fink Landing Stonre<S. 904 241 4079 p•3 Strong-Tie . . System Y The StroWle Rod System(STR)Is an ertp Mrsd system o1 wmponents designed to transfer upilft form from the double top plates directly irm the I wmeson foundation w pmwde a c mtinuous load path wmlin 20 wall system.The key component in the system ie the take-up wasw(ST01/2)which is specialty designed to slur twen when any shrlwave or comgrmion occurs in the ; ~ tale.so thet whm upM scorn,the system Is ready to perform without acct-Crark.Man excesel"delefton wkicn can cause tafiural NI ether components of the wall.The lothro rtg tablas Nst the allowahle loads to be and in 40sign ft W th this syelem.Note tha f ellowgq conal kradons • which should be accounted for in the de"n: • i ,�_,,, •The deftw shall deaermkw Ute spacing of the rods based And on the applied uplin forces is weft as the effects of the doubleN n.« top plate In bending and the potentiaf increased forces for Cst-•cerswrPIM rods kNxbd In a sWerwall due to overturning. "'10 i ►,.air •The entcltoos can be used to transfer INear as well ac upim prollhlea to uMllr equation is ed as noted in to hVleJ. below. For elm apowtioris,it Is recommend that a • bearing plate and not be Lead to restrain the sill plate. _ •Anchor Allowable loads are fused on a rnlnirrwm spacing of - anchors qual to two the ombedent dep1A.The teed=shall be adjusted far two runs at less than the minimum ac '"N'Tirfe eid�"d {u epacM � UM' r�inerab•a�crrh'�a ro �.....,_.,. 1Y-esn'.a VM SYtD'TENit CAST-Ili-PLACE ANCHOR INSTAl1ATI00i OPTIONS Andrrr e.e w_. ,.._._� __...•.,...w....._....,.._ Logo" _.-�.... t_t�.ngn bne a rwe�e e»rwr.a tp aikraek MMIOA>A/base M dMrlw OMd arnaA AWO MOW *11011 11 � I Owl dnxMA d Ma red a arekr nw,bsd�1 Iso ptaeear t ,tMpildrAq P "'"''• N~. wIL ��■+ate 1 "r" wo*nr~stt»ti w.e a.r•eW«a►s�snas. Illetesel 0+risrMl r!M Fell2.sraofnrr w a dNnnbdd 11 dadaner. aM11blo Md=MOW MW'no be mhold aOWMI,,Leen am" �8Tp1! - --WeAet3 a3NV16 I T �1e aawrna raerra a+da�l>�+4�d wwuaba. a1111K ■iif Z Mt C54 WAM 100% 116 0 r �3t$ 4,FvM1 4ftv4XW&ft.WftMI aoarrn talc ata arab 2, poM in bwc d 2D� RCWR L WW ; Mai Cao . ., 11' T lit s t aleaee�#7 r =1111:1111111if I"a it* Wb is 6,LA►wr4na ra Isad 015 and M SYSTat RUWff Ali Itl�g-U-^U ATW OMI M wAadw vdar we DM*on 2MD�concrtla, _� ...�� i LaoMwr Epsq ioldY.s(1Y!t�lrrsrt 1 e�e1� 1 mow' ser tear wwerr ,, 6w, sltr AT eaerMster tasisrs4 (Meted)I se ; ! xor�rerl Mei�l� p ser er1�eMsre olrley ewb.irr.l e►*wR erad.n■te,l.+M I.?$ ► 42r leae r i aa05 ft' M9t' SMit Wit AW AM M ..,.._.,............ 4•es �ta a sets 4zs� tate S I at>el►+t w 4«I2Arr car f stv13 +•m. T r Lea { gas° seas 7.gL_WSJI > i=iT rsols s.rr 33te a r alta 1MMU VALVES r .. [sreNeldel ow FOR CNECKINO eewtt..ast steres 0F1 Ir I (m) i�1I Itnt i ANCHORAGE N17ERAGTi08 SAO vw-7 43to AMI res � t.Weis m"t a"Wo w,nMbNd tMlOA ad ars'awl EQURTIOU I r � -- IM 465 ' snows 1111010111111111" arlaaiaarMalrk >� .,. a 14275 No 4WD .% imuini a .n ftwkin 4 3R r- 7.21 5427 ala i lap All Mr Tudwr * IlMrwblr w ' AM"M 4.11OT �u 94 +1Z5 1072 W eW ' L Val.w pohwd Me Ir Nwwbk Ise Ira wch ewrponrn K'T-'S. 2r38 See ; Sea AoMwer MM I7lWp it OWN Wo ftv&% i le0b $26 846 !thhee 4terenr t rMnimwn stet dkhra of t 9N sad _ AT - nrrd dgeaor d r. W41 4" 490 4.3A8 WW M bald an M Pd CMvW AdhoM I,1630 i 1850 10WO"bard as 2010 rat WrA M. stsl Nod -----! ----- 5.lad SM i t did m v of we WW►n Wo lwnbrrwoh s 5b' ala 16075 3015;30261 1Ir' �...... �• aYi t0ui Spa Rf1IM0�9re0ars6eFber"rapttaanptttiaaar Set Paan � r rn Par0br6autrr. 4r' , rda nAn 14161 625 7.v0wsaf*W&*64r.I 1.aar.rronvEdint t9 01/19/2007 16:15 3017409190 ABEL CONS ENG/ROGERS PAGE 05 Jan 17 07 1O:24a Fleet Landing ft" S. 904 241 4079 p.4 E0-Tv Er Is a tet►walawllL'I10a arNb ep11y Magid gam Mraeeeea adaiaM►aM1+1�kaM�tpw�aonalaM.Aeln�ed Me1dMn an alrr.�e�M/Rilad Mmrrnn■u�aro�h the nd*w 'w easy!stRlawb�AETM6M1t�dNmNenator�lA,NalldV yir•r: ::tit•�.., _ -ilvwledwd>trdatrl "'. .: ,fEM1Nt! •RdarrlerraMap � -SellaaohelaendaalrlrrbMaMer easrab -mpro mdintalearrd4wM-.lbd mod11A0% •fta!- rrr tr mrlh Nocioh r - no Nt4 :tab al!A,tNt1S1lf41N17i WI or Am 1ANo Bob Ol-iwi;*AN*00x1 Lad lift Net lolls m"um mnb Aam afatt rapMt alartilp arN ^.._ r.•:%• nay net nNetlaf 014amm alda1aPMb Wl nods patsdlefalle aa0y,Quw ate owppR r aA br ttapeearll toad"Aft SINAIIilalrosYlaNrdlnlellM�les.forlledaAlarAn �-_ • '! h 01 Nn1N1ph t111MI1p llbefi st pyt'1'110r dsbk,the IoM Intbrid �a fnu is4r f orders aUM ins d it @Woken.farpat j'—`• �.srlAetW sloau 1s'at•F-NO'f d tale dlM1 d aailosYaw Grllde0e anadf net le laellenat M 1r1f1t A low Alnl ft w mo 4w eabdK the alralas alloldt M s orrd 1*2 vam a bank hand 1* aeleylYf 141 l feNieiat tlrla b allow Nlet'�MNwI ' ;� oullpWWd►lillral "Aw in nom da Woo in fr7 ullliwWr#d40•F a PWAL Tfty ale lldn deb in 1rl-nlNotyre M un�ld oandlnet 1101 blot rsaab amr•tI1MaM14sa'7-!N'!. .; Tdw 6 am tatdlm ma In oa.To 041pk s hea Nw aeOs r >ties—wtt�e.�e�1�e—aal�aMlwlalw�a-wrlllra�.lr ;�- "a�c�tf,. ,-„ mlad.ET aaharlr MIN M arulNNM etedren9ltlty ONdS . uewledllawfir—warSpam cam omMe.ltdil.e �� r tm*alas arh arlaeh *ft*"el wwald NMh ww acct N lop "Wo was bow aaa_n-a,.alver� ag w .. � .�: ► Or MM+Id�lanlonran M need.W WT uw t A%bTc 111 AOxE3h►E Allo Nlbll.wMwwilwe}Il lalAbnf r to two" ( ; f&mn%eee sol lllb.fielwnb lrrq'glnppa wrbarmMalah theyaee $001"own rlrlllbr CMP or sfw �N�iMtaweor�e+ral+edr.lw.t,.r.wtesan '•�..__.... '.�?�.:. s+d h MIS.daoWr�lw� rT�e Em eft CC��rtyA�eill�b,fT'edMahw�e leoe0nslt -- -. _� Loft it awftd TamponOw- •Frlaal�Tha Co1d1b11e. `"lli': ' '.,�;. tt�lllb :-;lsrlts),.; ., . •Critlsl and bFNbUg11 Etlpe 011tnlee Md a�sdrlp !? line-eX�tee 10 EDT=~ lNllttt aasd�ea,alrlaaMellNsiM�►EI'adMsiireheNet�etfliMedln _� . . Aeolrrioe Mlb lCbaYe Aeolablla 011MM wlr tlnrlydlMeld M14MMsY """�I �: :•; ';(`,�' ''�'�id�Op�Mdi; �•: t.:,';,,' i f�8¢At1':'; p'. C "m Fj(WR #4I1N C ass doa'agtl'hMQl *Falb c Nell Oelbaian A"0 Nd IBW(W W ,, �Norl08aaaptls a1B71MCg2 �WQFe111�1 _.._ �- 4S401e1 914 db+) iN�f A1aap1F p"D d" fi12%("Aowl) ' _�asebrerq Adhsire sA1N bs a 1rMu GOnlfararahe1MN saespal AdaM t)Ale! 91741101 CN�) ab1M�b teltlldpe aid dMp d taMallprtR eNNDtrlMl+p a 13:!10 id(�MlM aor8r nMIMd the naarrafmlat t>,m4►1NeM malts toe 1Ns+n+�n DOaprMllla 111A11ae Amosm mon Mi R dayy ' "phaNnM d Arm 0-sh rp ro ookas for TW t,N.IV,and 1( EIt7111M(77•f) AiIM C!s 1 1D aMn-aD pan rats ! Qdl3,Crus 5 and C a11d tnultdallbtr a aLa ism lt tklm pd i0 ndn-ThN Ilan ° prhprrasera�aaanah elbr 7 deY�Agat ren a nest 1bJrltasedmMwiattapefwtdb$ dw6r. dlAarbroalNmpNsaadaadllawnnt AdheahetahelJbe tapanae as Alr m gw &,peke sslds and aftk TN Et bas b�pmn 8asry Tla,Ql>hi►n CA Asdlss sWt b ena araf MMIit fArlgs.loos ep1MlM�fee loon dnadra p1oWTMh Nraatradbne is EPOngr Tie ET, Mforwa0en vrtt ar wlrra�oerlhd dMbesea snd nraMnt 11oAn1fM $ &OWN T-SllG-411801m M N m =RP General Confradors, Inc. ' 248 levy Road I P.O.Baan 330775 AtiOn is Brach.FL 32233 (904)241-4416 r Fax("24t-4127 w m r ---- _ - ---- ---------- --- -- ------ ---- --- - --------------------------------- ------------------------------------------------ 'RF! # 7 Supplement To: Noelker&Hug, Able Consulting Engineers Date:January 17,2007 From: Scott Ross, RPC Project Manager CC:Sidco Enterprises-Joel Johns 4 Re nested Chan g e: Resp -----------------------------------------Response: - - o ---------- -------_ ... -- 1 vttlo-lntertar boatring 1A►rA 40%0 WM Ov;- THE • We received your approval on the alternate fie downs for the m trusses to the top plates. However, we AN need (SPT i oN S', informationjspeciriics on the anchoring from the top place down to the floor. We propose using Simpson STRR I/,all-see r� S'[�aK �_- �PrctF02� �? TD1A[. ftp attached spec sheet.Epoxy was already approved for the WALc.� &T ZotAT)oNS ft-0- &n,&c►t" M column piars (see attached spec sheet). i J!a � a 0 We need to know the cation where)hese need to be lo s� / •. instaled,and the typical spacing.This will be typical in the ` 401 far► �o.7 oriJ ' N t �f 8 Villa on the bearing wags surrounding the d n. 8°1 t!41IWOL c !r. 100PLUS "0* AJUQ ft -- ----- ----- AOa CbiN t� wgc.1 4 wf3�(9' yetcTtCAL swV T6 SLAS CoA*qBGr#►v: �iE r t 3Gz Logit? 14-rar our Sn+o t t 'DI 3 7 f&-bT_ IV OT d oKk /y 12 stft&4 ' D arc L a�O /1&s srAOU r & K f 3/y f$4&.QOf*V r 7,xeaivS S Ta avcx*a rri qtr 6-t oPnorV a ��' ABEL CONS ENGiROGERS PAGE 03 II c 01/19/2007 16:15 3017409190 ` b 9ov eov t oqd ra d IT I 4 1 to oa!� Loa log c0 i£ODd oo;! I too Wu zoo ` 8d C0i j I 11 t; COSd 1 a of N ro i I L7 goo fGOa so II I oaa 1 p s � 1 m coed I 400 2i� 50dCULL rue t � V Loi Coed Coad cold # Eodd E0 d i coed ® ! I L jjj ra It £OfldI i {tlL 40 £09t � i y � p•p i vtr3 LOQ I £0fld il{EO 1 i dS 064 so ,.�i I 3`ti. Lra �- { 1 m! t ��i C09d ., { •. Q � � e ZLa lMild Coed lLa tO =' i c0ad } MCA f'd 9 £08 I �eoad ¢ i of-a-ii tue vLa c €li£old T 1 k rla er Coad 4 o d e-oi-i I bl u� � (i Lu J j• a COBE `Coed 91❑ E06d soa,am�cI i 9 CL �" yj �""'"' �� I• d ZL-OI-L 4LQ f I � � 9Lr3� Q � C,+ i 4 \ 010c fII ! for 4 }} U via `' 1 u Or 6 LIC f j N atra b G r a dGr3 t. O Q sr , 4 PLO �.. R � z � d 1 01/19/2007 16:15 3017409190 ABEL CONS ENG/ROGERS PAGE 04 Jan 17 07 10:240 Flpl Lending Sura S. 904 241 4079 p.3 . . ` . . System Y The Stroep•Tle Nod System(STR)Is an O*Mwred system of wmponants _ designed to transfer uplift forces from the double top plates dirftW scan the arersl9n foundeeom m provide a cMintlloes load path within the wail system.The iI ., r ke•ua key component in the system is tete talc-up wether(STutl2)which is specially we* designed to self ti*"when any shdnkW or compression occurs in the wall,so that when upset scorn,the system is ready to perform without oslr-cwlk.e�w ell esolve detekAlon WMM W Cause fahm In other components or the wall.The falW oke lables Iist the sfloiwable loads to be used in designing with this system.Nae the followho consideradons • r0hich should be aeeountd for in the design: • •The deatgner sMll deem rmMe the spacing of the rods basad a E. on thea applied uplift forces as well as the effects of the double � I, AAMWA60 PPI PI� top plate In befidirlp and the potential increased form for C54—tw'110t11r0a, �*Aw rods located in a shed wall due to overturning. WNW H po w The anchone wbe used m tnnehmr shear ala wall as uplMt � w, provided ra uMly equation is checked as noted in the W* blow. For arose applicwtim,It Is rowff mlend that a bearing plate and nut be used to restrain the sill pine. •Aacnor allowable loads ars based on a mialmum spacing of vArA art WI to twiceIN anlbadent depth.The loads ahall be IJUI adjusted for two runs spaced at fess than the minimum spacirq. bN•>hrw >�e /NEMr QO��ETIr1��AI4Yj a4a—oen'a 5111 SYM.,CAST Ili-PLACE ANCHOR 111IISTALLAMW OPTIONS a^dwbft �._.�.•.._._�. .,_.._....,...__.....,._ _...._..._._ ......., 1.DwgnloorkowlraotolaasartMa0om1011 AM" MOW � p ��i tMtlkn Nn011w!4t►Mw1w o0ntl a1s8R Yy6 all. alit i ��f�"r' shat» d ar rod a dolly nto,ttatbtl Iwo oi1t..lrr r•lwr•n,ptslorna�Naatwa}jtl �,, aaa 2.s�In;ae��k,�,em,Ke w�.ew,, ,»�►�s. aaatnh.a.oeeroe+oil!a.ru,01"M n efASt _ W It&* awy, I 7- 3MS NOnwrb.wdMMseo"*a /.Lara"M 9"M w arie4E eat. WHIR stud 1.76 i a _ r ..•3815 4,ffPJ%* MW4* Mfl6. ,o,.rMr....bd _ •oty4pW8on0.1MYnaI a4ora ndcawnrtak 4wW Mtm.a aZD� sTa� ib' 6Aa+Y. Ce4 t t• _831 s .tAa►!t r ror bt1W11tloo nr+>rah a r us eo0enk —..•_. .._._..._......,. - t�lro snap T'utrrp10o10dn�n;hoyona tt4:urb G� sl 6.SM a14�0 w bad 1n t!s0o oN annw sir M SYITlM:REe110FIT NOW OUFMU ATION UMIM } � >d•Mlw veWe�ire oma en 7Db�psi�oncr�l�. ....._._.._ft"kr � ..el f�� ! LaMIMm... ... �... EpM/iellANaiNnllMioMr) atolrn 1 (Mte1NN)I nw tllYr wbalr ,t Lt qt Ar i I ) tl.at>•Ig1 ,M d "NON„i c"ft s,b.anar6 etgw4 lwIWaM1 onprp • .� srr % 1 yr vlrllt:A'fh I IW-b i ! sa 4sr tan ri ars : teas > >• ses' alta s _ sa,s CW sate wan sfv% 2145I 1.a• s2os 7.e 3216 I a111NM► �_.w ......4«Izs� ca4 ,._....Y ............... Mo _ T 1 5` -_3715 l.1S' �.. 6.S arta Df.SS10Y VALUES f .......... ... b, , ___ ..........I FMCIECKINp eatgre.at as Ww; a Rom F1 I 1 1 (M) ttab) ANCHORAGE 9e1ERACTION t% 'W^ iB>r0 4e5 t:011AT10N SAO t W , T -- 4840 /W0 465 1.Ma s rnO w wa�bIMroe�Muprtlau W _E _' 121e IND 840 BR r—, 7.26 3427 310 i iaQ TWvW + aoft*w I AYwI,N R x e e.r +�J 25 1672 6y i 841 ' =WNa peM/Id wo IN N�wbk Iwb lot w�h ewll0owld 4i S 2146 line Stix botlevat Mt08ril1a11 M 11INM1N 0x16 tbb�lOtkA _.....__ !.Wws aotonl 0 4tbrnwrn doe slktrw ot 1 am�wf A7 '�' _ a 2106 146 7 846 lrtd Arb400 Orr. W 7.3 M4 480 ; 436 4.3AB NWu w bawd on 1800 pt cwwMe.Adhs�ire LA' No.,. 3780 11900 11870 101689"""don tbM 1d swarf. 5b' ala 15175 ' 3025 I b kAdr9MN�n4sd Wo80RaYPMnbvltdta 91oN rl4d i---- —--•...._s 16' Ni T.,,� 1056 Sae e,F1*ft*t*MMMNvMolap8 vdF2 am TBt PL18R IA• We "M 14x6 i 645 7.vfikM dk 0�lww�0 on 1�rNN t 8 01/19/2007 16:15 3017409190 ABEL CONS ENG/ROGERS ?AGE 05 Jon 17,07 10:24a Haat Landing Steve S. 904 241 4079 p.4 tR Et M a taa wgaeeel,tNotf,left apalfarw aha► IaraasrtaibaiaiRaaa+lw��ti laeirnlr/ so&STMOtieMWCM1afoMma ntor*WlO.Naldy '': :ra•:ai4,*�., _. ora&&, ,ENIIQ! •nabar�tari 1p�� w liAt .0 laap Aataaati eaaorae>d hatilAar eeaerrle •Pidr prvdaa/antaeoandlerNa..iAdsasaeal Me�IM •PON av tae bank*loon r. - NlDlSIRM�b:Wq►�l.1lIMIN91as.ARaN1lQ; �"'•"' '�r"1P°44' ".� Mt g:Mena'Oade Ot-tmo.Nr*AM*OGT iced 11itDMa Net wlllaa tfM1 upM IUIM flae!wa 1t1ee3 rI* 11a11p E/ - aay tat nIWR1tgM M wrrara ada rpela.MIAs node Mandiesorta aeplr,oaaeett t1N OrrNn1 tar appAlalU ber wMai SINAaiwwaArt.r.aewea�d�w.Faia�d�Nlw� ` ; Mor Ne — uw iwN V F or d pqt tt for*al k the leao nnitr a femprraaaa oaa As�►f ar aOaMe d tfae Nara d ineMMba ForMa mak aMrW daata At'i'Mr E-or F d Ntt Woof appNoaNaa obvdw them net he wworer ht"m A%am fetOmw r wn veld IrgbdM.tM eusiaws alra�tN aat�o 1.a a01Al,adorndlr nlabA i ?*" aap Or�aaoa aoreafeer Irr o aaAetaet Mie to aNew gaay b oafaA _ .1 . ennpteb�tiiAat l wdelel h+owe ca Mem in 6.7 ffkmn a e _..._ . . W4wa im of 4r F or oboWL lM VW8 item do amwefee m baaapm d creat m fae Aaat eueMt Imp Now Mr!-or P. j ."as°aa1110a4 taaea fwdaMo ada hl fA1oa.to ea+ela, I :e Mob r naele—M�trarmaw— Now whm M A. �taf.-ilia! t ,,,,, rlrllad.ET arEteeMa adN M owlNlltre aterlas ar OebL *'�°.,.+ IANetId atirrid—fie ap 11rN1 oeNrrl** M =*on we a ON%aMlAeaad aieanir aed*OWN wa L N MpaM.aolw o aaottaa labim 1Aa erwae 1".06 M nN V , x- ► AOtall9lME IiIOM ItIQN llle aaeArrrra}reeelAblw Hato rom" ftom eea atom N./alM0 0 Noy lrrpp twl�lo�aNan oar se i¢ $ �' r NNMs Com Ma ft Chip or Orme off eoflo� i I"' �Awe Areediad MdN�adlreMiatlere Aea taald M _� �� 6oftwo iitiDO-N�'a Aaoaperlee crow tw Adloa' 11 umm to MR P, Do ad �PAW frr<taship�tis r. nm� oeu1.oAaotfwft •t�it1111101lOp K Bawt� . •Dame lloksr C��YY ;L.��+. .. �.IRIIa,' �•tt; :ahielf�a' rn,'.l.N:. -f�raaa�TAar OartANeaa. 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LO tee +,FL M# w teo��r�aerr�day s�r.�t m LD RFI # 8 To: Ben Chombedin,Noelker and Hull Associates Doter 1.9-37 Fax; 1717)263#031 'Cold Pagers 5 From: Steve Smedley,Project Supervisor Re:The Palms of fleet landing T€uss Andyrs NOTES: Due to having to adjust truss Wont,some of the speed eftedded straps do not fdl on the masses. Attached,and desc&ed below,are o ternat+es we have Installed. They meet or exceed they required upf8t. Please review for approval,or advise what other anchor(s)may be used. � r # t Deed "MOMo j For t€Lqses bearing on 1CF concrete wale WV Iretalledz HGAM10(850Ibs Upffft)In lieu of HHETA 16 11th�} l tt c�.b bra 1t., ` . z ��1 S�� Where uplift exceedswe installed j2)HGAM i 0. � 85t1tbs o m Sete attached spec sheet. , 2 Tr m 841 raring paint 12 a&2541bs UpIft We used(1)HHETA 16=2,235bs and f t j H122=5,52OU fix o fiatd of 7►?55fbs f�i a�2 Truss 601 bearing point 19-2,4641bs Uplift We used(1)MGT=3,965lbs See attached fres engLheefing detail and anchor gLeg. C m a N m CS) General Contractors, Inc, NOM I P.O.go M7 I OR 241-N10 J FIX PH)341-W m I� P. CD RFI # 8 LD 1- N m To: Ben Chamberlin,Noelker and Hull Associates Dole; 1-9.07 Fax: (717)263.6031 Total Pages 5 From: Steve Smad ay,Project Supervisor Re.The P o ms at fleet Landing Truss Anchors NOTES: Due to havkig to adjust trust kryout,some of the killed embedded strops do not fcdl on the trusses. Attached,and described below,cxe oitemates we hove installed. They meet or exceed the required uplift. Please review for cgprovcal,or advise what other anchor(s)may be used. to M r Ft f OeacNORM 0 1 For trusses beaing on 1CF concrete waitsinstalled /qcc /! z HGAM 10(Mbs Uplift)in Hsu of HHETA 16.E v z Where uplift exceeds 8501bs we installed 12)HGAM10. o G) See attached spec sheet, 70 C 2 Truss BOI bearing paint 12=6,254Ibs Uplift We used(1)HHETA 16 a 2,235bs and(1)HT22=5,5201bs for 4e. 0 A e- >` o LL a tote of 7,755lbs Truss 601 bearing point 19=2,464ibs Uplift We used I1)MGT=3,965lbs N o See attached l en eerin detail and anchor D Z6`7 � w i-' F- A N CS) G) MR � tl � General Contractors, Inc, Wase .o. AWftftch,FL M" W M"aw."16I fro root)s+tt-MV m fA A LO m RF! ## 8 LD ri CD To: Ben Chomberifn, Noelker and Hull Associates Dale; 1-9.07 Pax: (717)263-6031 Total Pages 5 From: Steve 3medey,Project Supervisor Re!The tams at Fleet Landing Truss Armors NOTES: Due to having to adjust truss loyout,sore of the specified embedded strops do not foil on the trusses. Attached,and described below,are aitemates we have installed. They meet or exceed the required uplift. Please review for approvgL or advise what other onchor(s)may be used M r # Fs f Oeac o 1 For trusses basing on 1CF concrete waErsir►staNed /�tc � `fire // N HGAM10(Mbs Uplift)to lieu of HHETA 16.(W tivzv) � � m z Where uplift exceed 8501bs we installed 12)HGAM10, o G) See attached spec sheet. M C 2 • Truss 801 bearing paint 12 a 6,2S41bs ltpNff We used(1) HHETA 16=Z236ibs and(1)HT22=5,520lbs for cc U- a told of 7,755lbs 17 Truss 601 bearing point 19=24641bs Upf`t We used(I) MGT=3,965ibs v N � See attached Irm engineefing det+ol and anchor M CDW i M N A N CO M w� J a General Contractors, Inc. Atlrft%a*,FL WN MM At-"16 I Riot"4)Ott-W m r A CM RF1 # 8 LD rM CD To: Ben Chamberlin,Noelker and Hull Assocktes Date; 1.947 Fax: (717}2633-W31 Total Pages 5 From: Steve Smedley,Project Supervisor Ra:The Pdms at Reef Landing Truss Anchors NOTES: Due to hovkV to adjust truss kryout,some of the specified embedded strops do not tali on the trusses. Attached,and deserted below,are oifernates we have installed. They meet or exceed the required uplift. Please review for approval,or advise what other anchor(s) may be used. m r- # # Ft f DewMkar. o 1 For trusses becxing on 1CF concrete Walls WO installed /qacflu, Z HGAM10(Mbs Upiiff)in Heu of HHETA 16-(Ttf.st'"r) �/ z Where upliH exc t)501bs we installed(2)HGAMi 0. to !Aiw-1 �//Sia o G) See attached spec sheet, 70 C 3 2 Truss 801 bearing point 12 a 6,2S41bs Uplift We used (1}HHEtA l 6=2,2351bs and(1)HT22=5,5201bs for Ac�a,�/C ti a total of 7,75btbs Truss Bbl bearing paint l9 3 2,464lbs Uplift We used(i j MGT a 3.965ibs N D p See attached km engbeedng decal and anchor specs. m CD c W Gng l F'` l�lClgv N NSB 1 f'� d c� �, -- c d � t•- ��v O d J � ill JI- iso04 °? • � o ' ,- tJ ;!5 d i VVL may- 0000 03 51C m dQ co yr O , os o O 00 ., S .4 -0 r.0 Solo o.- G N chi NZ-0 CA u. UN > ca O, fl% © r ce "on 'o —0 Sal 0 .;Owl CP 'D A 0 CA IV 000 IS 0 wo 04)- OD 0 Oo Q 4 sr� vp %.ro- lo W 47 s C-A lot cet U1 . gs 0 —0 0 33 L5 AT 1p N A- S0X- w- r :.0 0 �I Z�-0 0 V: 00 4D 0- 0, *0- '0. to U r- to, J) cti io �.O C-A C-A Ire 0 -6 -RPC9 General Contractors, Inc. 248 Levy Road MO.Box 330775 Atlantic Bead,FL 32233 (804)2414416 1 Fax(904)241.4427 RFI # 11 �D C d To: Ben Chamberlin,Noelker and Null Associates Date: 2-22-07 3 Fax: (717)263-5031 Total Pages 1 e From: Steve Smedley, Project Supervisor Re:The Palms at Fleet landing �+ Truss Anchors 3 a NOTES R # Project 1 Description: Response: t M 1 � `- t ro Upon completion of patio beams on unit 5803,the holes drilled in the I-beams �„ -C'rp—b„ Yt�4�s o for fastening to embed bracket on wall were drilled in the wrong spot. Subcontractor had to burn a bigger hole in order to make the bolts fit(see the uy�, r.ec o rt,►�K t ! \,u e�k (A attached photos). Please provide a typical repair for this situation.t would ( t suggest adding a metal plate just wide enough to fit inside the I-beam.Would 6MV, 4, � y�,(1 CGt Ifz n this work?if so,how thick should the plate be?Would the plate need to be n welded to the beam? liq F.`O t'k )c u 4 V o 1 2 i N =RPn Q General Contractors, Inc. 248 Levy Road/P.O.Box 330775 Atlantic Beach,FL 32233 (904)241-4416/Fax(904)241-4427 RFI # 12 L V* to ui To: Ben Chamberlin, Noelker and Hull Associates Date: 2-28-07 N Fax: (717) 263-6031 Total Pages 1 m From: Steve Smedley, Project Supervisor Re:The Palms at Fleet Landing Truss Anchors L W NOTES # Project/ Description: Response: W 1 Please review attached photos of the column footers, steel and anchor bolts for the G U Housekeeping/Bus Stop building. We passed inspection, but the inspector is •r4 requesting a drawing or and approval for the way we installed steel and anchor +' bolts. C We basically did the same as the original design, only we anchored the tube steel column directly to the slab. Our intent is to frame the pedestal instead of pour it. Lq�a� U We still have the#9 bars in the footer,and we actually also have the j-bolts directly in the footer instead of suspended in the pedestal. Will this be ok? Please advise �-7 as soon as possible as we want to pour the slab tomorrow afternoon,and this building is critical to getting power to the lift station. It holds the electric panel. n. 0 to 0 2 r 0 W N W LL N �r Q. General Contractors, Inc. 246 Levy Road/P.O.Box 330775 Atlantic Beach,FL 32233 (904)241-44161 Fax(904)241-4427 RM Ln in To: Ben Chamberlin, Noelker and Hull Associates Date: 2-28-07 N Fax: (717) 263-6031 Total Pages 1 m From: Steve Smedley, Project Supervisor Re:The Palms at Fleet Landing M Truss Anchors L W C NOTES U # Pro ecf/ Descrt tion: Response: W Please review attached photos of the column footers,steel and anchor bolts for the U Housekeeping/Bus Stop building. We passed inspection,but the inspector is requesting a drawing or and approval for the way we installed steel and anchor *' bolts. lcq C We basically did the same as the original design, only we anchored the tube steel ° column directly to the slab. Our intent is to frame the pedestal instead of pour it. U We still have the#9 bars in the footer,and we actually also have the j-bolts directly a in the footer instead of suspended in the pedestal. Wili this be ok? Please advise as soon as possible as we want to pour the slab tomorrow afternoon,and this a: building is critical to getting power to the lift station. It holds the electric panel 9- 0 Ln 0 2 r- 0 W N <L N �RPCM 0_ General Contractors, Inc. 248 Levy Road/P.O.Box 330775 Atlantic Beach,FL 32233 (904)241-44161 Fax(904)241-4427 RFI # 12 Ln Ln To: Ben Chamberlin, Noelker and Hull Associates Date: 2-28-07 Fax: (717) 263-6031 Total Pages 1 m From: Steve Smedley, Project Supervisor Re:The Palms at Fleet Landing uo Truss Anchors L W C NOTES # Pro ecf / Description: Response: C i w Please review attached photos of the column footers, steel and anchor bolts for the Housekeeping/Bus Stop building. We passed inspection, but the inspector is •.q requesting a drawing or and approval for the way we installed steel and anchor 43 bolts. b C We basically did the same as the original design, only we anchored the tube steel 2 ocolumn directly to the slab. Our intent is to frame the pedestal instead of pour it. L We still have the#9 bars in the footer,and we actually also have the j-bolts directly w in the tooter instead of suspended in the pedestal. Will this be ok? Please advise o as soon as possible as we want to pour the slab tomorrow afternoon,and this a: building is critical to getting power to the lift station. It holds the electric panel. 9- 0 In 0 2 r- 0 N M W N =RPn Q General Contractors, Inc. 248 Levy Road/P.O.Box 330775 Atlantic Beach,FL 32233 (904)241-4416/Fax(904)241-4427 RM i It Cn Ln To: Ben Chamberlin, Noelker and Hull Associates Date: 2-28-07 CU Fax: (717) 263-6031 Total Pages 1 m From: Steve Smedley, Project Supervisor Re:The Palms at Fleet Landing V1 Truss Anchors L W NOTES # Project/ Description: Response: C 1 LU Please review attached photos of the column footers, steel and anchor bolts for the O Housekeeping/Bus Stop building. We passed inspection, but the inspector is 1LT11( requesting a drawing or and approval for the way we installed steel and anchor +) bolts, r. lcq— C We basically did the same as the original design, only we anchored the tube steel column directly to the slab. Our intent is to frame the pedestal instead of pour it. U We still have the#9 bars in the footer, and we actually also have the j-bolts directly a in the footer instead of suspended in the pedestal. Will this be ok? Please advise as soon as possible as we want to pour the slab tomorrow afternoon, and this building is critical to getting power to the lift station. It holds the electric panel. in O 2 0 W N W LL Y ��i°o to aX iiia` d dQaSeM °} !arr, o1w�a1 1 °d QUe t1 �ai� ° WSN s t1 �, d a ' 1 , ,°!} aua�e Main sas °U a1 c� a sae tle�ap a� Amlll ° oc1 aur }at�i°� P 4 a 1 Olt aM se gas}° °a asci}° °o�1 a'Ja}° �!n°ld 0\ S d'}p,}2l�'!Z\A p0 9%Sle 11SM aha Q u }1� } U�' 1pti �t� °��._ Pup-11eN' 1d U j1%sfv`11 daft o awvA ..w n p- soul�S�i`�a�laud� 14Aa gas �Wo o�C)O.wfv ��. �i Pi0 0 P!°adS ' as °td Pau GkA .OOe anti+ a _ �°i} C� �MjutS4 P i.. Iiv ueaq\ 111 ° a 01 a°d waa} s ' Se 1 ° �PaPod P�'�!at t° l\ aa>a a}�.1 a>aA � ewOMS gasSju!°(t ��dde � aM USO d°e1 6 aUl °e1�e setit ex�t't 1°�o1i }e aM t. a d °id Pa Ua }d 1 a ,�j ,. \. �}a1e1 a16!au dXa n° tW cal ' q SIgG glAl��' aW z i ariswa aAla1Q P1a1u ale}dol }aoms t'�� fla P�e�;Pwe ail> ° s�i e}}a�ewip}a° aia \co wo P Pad a �}u�s� aP naS yt1� 6�tid eM Pue aUl-�11 ! �y 4 ' a sti 14e+ aap� 10\a°C t aU�a&Jew '��► fi� -V)1411iS C yt se�1 nasi}d} a}n°vaaa % 40 nN of �M°is°°aaq 14 Ala 01a / eIT\ Id'Si�t1�}6e��1 e}v?5 p � 41 Is oSS`d nµ - r. I TO tz and the cast in place concrete lintel at the tap. See attached picture —this will i -?(Z6j;jVX To vo ( 5r c> cath 7 help in eliminating the time consuming framing around these base plates and CC>O t Vu-rT-- &0+yK will result in a cleaner better looking end package: ,, lex-o - W133 REVS MIMI I r>r3.9,104aalridul raga.sP wpOkf � e4 .fro .5c e [7( 7 y. A woo lot n Poo Woo kY►ti veP46r,I 49A OAMrOI-V M M 2x MT tLga,a W - I TPIA v46.ELEV. ---�- _.M Tlx: {r . 6"3000psi concrete IRH 1 V ICF faunI-jqVVM 'M figs vr. 2x wood buck Fiberglass Screen w. SxtAXI row tsar, ; - - *12 >x wood buck. r"IMP S, `'`* 6"3O psi concrete 11"ICF form y >� vnot7cM&AD. Wry MtKMR AFVWX FPI,15,T,409 • .,e 2 SCREEN PORCH V,/ALL aEr.TION r si ?a 0 Y�4 �. f ,. .�w +r.�+�s...�.•.±+w�.s.�..�...+..�;x«�aw nw aw« w.ww+yew y�.�w�w«.►wr+arr 3 r « 9 3-4 a#,r ,n �w REFER TO Mm WARD i 2" Al.UK VENT 't u {u En TMH 9"JCF forms l � . � A5.1 t7 P.SY. 4 T d 3 i P` T t' E—ERPCE General Contractors, Inc. 248 Levy Road i P.O? Box 330778 Atlantic Beach,FL: 32233 (904)241-4416 f Fax(904)241-4427 RF1 1 To: Ben Chamberlin, Noetker and Null Associates late. 3-01-07 Fax: (717) 263-6031 Total Pages I From.- Scott Pass, Project Manager Re: The Palms at Fleet Landing NOTES # Prop ect/ Description: _ Response: } Change the ICF system currently-Nudura to Integra Spec. See last II attachment. Joel of Sidco enterprises has been using this product now on ��e'svLrc, SQL �+ v� urs cr*� several projects and feels that it is superior in every way to Nudura. � ' o�C, G�., �t'a ldaA.v. uEw �!. 7(L�cr A +►L +►Jl p rly u 413/ff7 2 We are trying to eliminate the Denshield Gold on the derraising wait.The w1+U_ Maw C-PNIlNut ,.0 nE No. 4fe application of this has proven expensive and hard to coordinate the taping and mudding of joints. See attached picture-using 2 metal starter tracks inverted l tvll&''Vg O '{L66f '5 RQn1t44- jx 41S o-j to each other and positioned at the 9'-0"plate height(also at the top rake of the demising wall if needed)to act as the fire stop. Can we eliminate the Denshield Cold in the attic? i 3 It is proving costly and time consuming to frame the front and screen porches r_F s6AMS AvC F'7b •LE 7vit t,t i J with the concrete block and red iron beams. See attached pictures showing a `d�Z, +�y��'��'� i plan view detail and a cross section of the wall-using the new Integra Spee ftwAvC+ rl']D OwA EF 8� aJs>�,7 ov-ICF wall system at the bottom courses as well as the column piers.This would �'//`7 help out in rough-in of electric while not having to fur out the interior wail and also will kee tl�e intericsr wall and column bases aligned ono interirr jogs). �__.._._ Recess the steel column base and top plate into the ICF forms at the bottom ( and the cast in place concrete lintel at the top. See attached picture --this will vo help in eliminating the time consuming framing around these base plates and ; C C v�JcTi1;pj bIL-r will result in a cleaner better looking end package. v�2 - (-V tW . ail 1 at aidvl fY3:l.5 A 030OAf 'lea .' � . I}°'} ♦ �i YY M� > rood bcs�l wood buCk k'Jtjmn, !T2'+� j"it ConcCt 6,12 (11" j„iC: iozm NO Wo � Wd-- ,�y,�y,........-- 2-1/2' r��yyyTf 46 N IVA aaypc-r ax 5MMT we,a 12' To Wit.M 404 T/A f ' 6"3000psi concrete 1 V ICI" form ?x wood buck Fibergl:as% w Screen 2x wood buck 6"3Cpsi concrete f 1'"ICF form --- / , p.0frp 74k 5-MICA D*W% AW MW • ` AMWX Fri, .Y . 2 SCREEN PORCH 51'ALL SECTION �.1 1 x a v z vs MkK fix.• � —— �. F Lintel inplace of � i e� ;+5, REFER TO TRUVr, PWS`: `EM BOARD �a 2" ALUK VENT a Vii"ECF Pimm � NALL 5E�TION x F: lk � t } i � M1 . � .r.+w«:+:+f•+w..�+r«v�,. p+e - w ,. :s�c.'n..Y..�.."wt.+r a.. � lt # RPC9 General Contractors, Inc. 248 Levy Road t P.O.Box 330775 Atlantic Beach,FL 32233 (804)241-44161 Fax(904)241-4427 RF1 # 13 To: Ben Chamberlin, Noetker and Hull Associates Date: 3-01-07 Fax: (717) 263-6031 Total Pages I From—. Scott Ross, Project Manager Re:The Palms at Fleet Landing NOTES # Project j Descti tion: Res once �_. _.,.- �_________e'.. _a _ 4 Change the 1CF system currently-t udura to Integra Spee. See last 1 [c c,�"i eM i5 rv— !{ UJi t :i 4K-er3 attachment. Joel of Sidco enterprises has been using this product now on s jYe+vlprci �L� S [4YL ` .several projects and feels that.it is superior in every way to IVudura. fO�C a Gt. *b C Or-7. i1Gw i�f. 'ACU � At AN►L 04 i P(L4T1C. +, tv- 4131or7 We are trying to eliminate the Denshield Gold on the demising wall.The wRu- Mir C*41INilE ,to Vic application of this has proven expensive and hard to coordinate the taping and �- I mudding of joints.See attached picture-using 2 metal starter tracks inverted UN -Sri IL60 121419 }t A4. 15e- 4)Wbq to each other and positioned at the 9'-0"plate height(also at the top rake of the demising wail if needed)to act as the fire stop. Can we eliminate the Denshield Cold in the attic? `Y 3 It is proving costly and time consuming to frame the front and screen parches i C F $6AVtA S 4 GtY�Tev.tE �' with the concrete block and red iron beams. See attached pictures showing a Lk ©31 pian view detail and a cross section of the wall-using the new Integra Spec ICF wall system at the bottom courses as well as the column piers.This would help out in rough-in of electric white not having to fur out the interior wall and also will keep the interior wall and column bases aligned no interior togs}. Recess the steel column base and top plate into the ICF forms at the bottom _........_. .._............ ._....tet 1{ # and the cast in place concrete lintel at the top. See attached picture —itzis Will � V C)V-1 CSF t OCk.,'4 ,3 help in eliminating the time consuming framing around these base plates and COO Ak [U 1.3 will result in a cleaner better looking end package. - � < � � y . \ _qsrCC"JCF *to_«r2m "+ , �y ° \ tAaqf&'Cwl y\ y»2 . cotmwn axs■c N . � M ax err�a:a,e rs•�r.�; `" �riy r.�yy To 6'3000psi concrete 2v, vvoo !buc `w^^ 6MAW 00M Ofd ryr. Yi�t►'r,.fit,'' SMO M 6,12 am AW APWN I NT; --c- 2x good buck 117*6& b"3OMsi concrat e 11 IC F form /—At="t :4*ASIP T,,tam 4 y1j1Jy $tW 1�j '.p•y 1 ' � M ,yy } �X PfT�9.S 11•b,G."'""".� •.t gin° 1Ty 'i7tT.p4+ �1"A NVU 6"3000psi concrete 1'D'ICF farm x wood buck SMAtrr WYM VM Tll*, Fiberglass Screen 4:!Z vLC,�°ME 10 i 2x wood buck 6"30Mpsi concrala 11")CF form r Cal li VAPOR ftTAM7M A. 2 SCREEN PORCH'iNALL SECTION 'A!-9 t 3 f 3 J1 a rp t ' . F 3 ;( r r f4.9 � i 4 F Lintel inplace of t-' 2 1 i+! u �/�zOr 1i 4 ii of tl } y tX �t5j REFER TO W TRIG T. W*: MAD 1060 EFS'" 2" ALUK VENT c C" EP$ TRIM COLUMN MYOK NL 5EOTION ,! GAL . i 11 ' ' ?" ray...,....-....- { R � t... :T t TeC ri� 4 E rTi e 3- � SE:RP C General Contractors, Inc. 248 Levy Road f P.Q.Box 330775 Atlantic Beach,FL 32233 (904)241-44161 Fax(904)241-4427 RF1 # 13 To: Pen Chamberlin, Noelker and Hull Associates Date: 3-01-07 Fax: (717) 263-6031 Total Pages I From: Scott Ross, Project Manager Re:The Palms at Fleet Landing NOTES # Project / Description Response: l Change the ICF system currently—Nudura to Integra Spec. See last c l gr vc l ; y tz cyt tri attachment. Joel of Sidco enterprises has been using this product now on re SU SL several projects and feels that it is superior in every way to Nudura. 0.410 ajt., fxL Ira, ceer-v. VAGW P4*Tl C's. �- 41310r7 2 We are trying to eliminate the Denshield Gold on the demising wall. The application of this has proven expensive and hard to coordinate the taping and �. �'` wl►LL Mit c7tNVt- To 71tC mudding of joints. See attached picture—using 2 metal starter tracks inverted UtVW' I is of 1-60 SW�1044. 4N61 to each other and positioned at the 9'-0" plate height(also at the top rake of the demising wall if needed)to act as the fire stop. Can we eliminate the Denshield Gold in the attic? 4 3 !tis proving costly and time consuming to frame the front and screen porches t c F "fi 6AAo- with the concrete block and red iron beams. See attached pictures showing a plan view detail and a cross section of the wall—using the new Integra Spec , f p/!P& C#=EVIT 'Bc f ICF wail system at the bottom courses as well as the column piers.This would help out in rough-in of electric while not having to fur out the interior wall and also will keep the interior wall and column bases aligned no interior'o s Recess the steel column base and top plate into the ICF forms at the bottom and the cast in place concrete lintel at the top. See attached picture —this will help in eliminating the time consuming framing around these base plates and i , will result in a cleaner better looking end package; , i 71, Z`l TIc+i3:3 3v't'�RL�r11G] '�P art rvaxsns�o�� x k 4 M 4 +' r OW ELEV. T, *i3 To T: a > - # t tl1r t 'MH 11,r l fors+ - ,r, t�i3# 5om Tyr. fxa JNRO afgj arms SOZ6 Tw: -AW�..,�AP" x woad buck 6,12 a4m 11 ri' t x' b& b"';t esti cdncraie form grARMFt Y - �. 6"3000psi concrets 11U'IAF form r ie1d-m,*t%+.. ?n.»rood buck ---w�' s.AM WIM Or IYO. Fiberglass Screen 6112 PM tw ;fix wood buck. 6"30Wpsi concrete 11" ICF formAnn , 'LUfaF�t?tYtiY�1 Sl.�. 3 YL t` N VAPOR t TAMXR cam .r . 2 SCREEN PORCH IVALL SECTION A5.1 _ . a =, La F Lintel inplaca of ;Z5, REFeR TO mow, MADWARO ! �{ J 0.0. TRIM SWARD ...� 2" ALtJK VENT c M" IPJ TRIM I� 3.Sy 9"ICF Awns s N LL 5EOTION L r f Of tee- r i „lC"F hol l i SAP ,,,...... ��.�° d 9�� spjo )va ° say>°p� �u. 109 ed 6 P tr4 cal a go _omA M_.. POO off. Olt (900 - ' L�- 4 CGLUW4 FIE`t ANO Fb6TBING -314' UA z U hWEfj ANCHOR co" BOLTS. CAREFULLY 0WINATE LCCATI xN OF AK,L� R 8,' TS 5 f CJfQUT FIER t!r SC=:sir 440 PIER R€NF�1r4'x NG 0 TNvY �r} r r = 2 pi 0R1, fX NOT INTERFERE. FRp.WE 1YRS ` ;F Tr*ti£AL Efc_FLTf, __ .. d"Gnncrete Slab ' t t I,N-sii iNGROUT ,r SEE Fes! Ti I VERTICAI PIER F�EINTOrRO 3` »LEA T -iTE, `-s ? IIIA, BE OMITTED WHEN TYP-X-4 FOR OULWI t �€. PEtR s t, GTdkLS € T€ U Td Ylrrtfti 44D ivIQV G. �£ PLC' 2' Of TOP OF PER, TYPICAL COLUMN, PIER AND FOOTING (' �00.40 RP0 General Contractors, Inc. 248 Levy Road I P.O.Box 330775 Atlantic Beach,FL 32233 (944)241-4416 7 Fax(904)241-4427 RFI ## 14 To: Ben Chamberlin, Noelker and Huff Associates&Abel Consulting Engineers Date: 4-25-07 Fax: (717) 263-6031 Total Pages: 1 From: Scott Ross, Project Manager Re:The Palms at Fleet Landing NOTES Project/ Description: Response: 1 With regard to the response to RFI#12—regarding the°f.'J-bolts for the f3Y- column footers for the housekeeping building.Will this application be acceptable for the column footers on the building patio columns? 2. f With the%'J-bolts extending down into the footing and turning under the p. footer steel, are the#9 tars still necessary? i f I i � _ n *:4,LOM FIER (S CAREFULLY CCOR04AMTE ` 40 PIER Rf NFMCNG 5O iHEY rtf i r Z sv pal E J 1`0 NO `tIE R!". (�ROWDE 1 €3 r' ZAL tt?!iv AN'C'HOR BOOS MR 8' FtER5 E711(_Tv,(Ll O('�. WIN pLkTr, ��i'�. �` d'Concrete Slab _t 3jf�4' i Y F �NG viiit F Y3 YY ! G� S--_E RM44 ..... «. ....._,s ,sFEINFORCINO. tp ray IL',. vE�Tp,'A. TIER Rfi!IdgRaf`iG _Y *.i. - ��.,.}'�'7}�.`S.:E d MAN' BE OWNED WHEN TYJ XAL ----FOR COUMN WE. a CLVELS EXTEND TO W104 '� ADiIT v't?RNO, '-WE PLA TYPICAL. COLUMN, PIER AND FOOTING T33CC,4C V S. e a ad I p X2233 ... 24� A241ra DOW e:I Co"Sovn9 rr Vih —� -�� C� 00ger O tt?,Oss, tiQ � _� asci � *ke � che'1` n e, , c k�,��ce9� `��i� o wmosl .�. - ko� i\drtr�•. �,ki� _. ltd to khe tie h ��eee sro she het khe o. Cry_.. Wikt� a�Qcs k plu t`io�ke aid k,��,mq tot endn ecessar`!'' --� 1ikh k ` ateSte 2 fo�ket �r I CCLMA PIER 0413 F TI4,c L CAFtON k MCHOR KL1 £. Ctli FIER MM %All AND PIER REINFC--#�'e,IM SO 114EY � � w j ('r = Mitt p}i CPOIJ fX NOT IMERFERE. PRME 12' TY EA! tCNV ANCHOR 60tTS FCft 8' TIERS t si E-7)c1 Q( Kb ?CPLT -- --� r'f 4`Concrete Slab ? " DAIRY Fk Y.#`dli OR + xioIII S 4�INIt ROUT f 0oliNu FaEIRftC{tsC. , ,:a SSE FLAN .. ,��v VEIRINCk PIER R014- KING MW BE CII D WHEN M'tA1��_ FOR CO t T SIZE.��Jl[Vitit5 EXTEND TO WITT i ' n TO7F PER, Ap�`3 FOOMIG, SEE PLAN TYPICAL COLUMN, PIER AND FOOTING T3300.40 t#.T. - RP General Contractors, Inc. 248 levy Road l P:O.Box 330776 Mantic Beach,FL 32233 (904)2#t-44161 Fax(904)241-4427 RFI 14 To: Ben Chamberlin, Noelker and Hull Associates &Abel Consulting Engineers Date: 4-25-07 Fax: (717) 263-6031 Total Pages: 1 From: Scott Ross,Project Manager Re:The Palms at Fleet Landing NOTES �# .j. . Protect 1 Descriplion: Response: 1 With regard to the response to Rh#12 regarding the%*J bolts for the �� column footers for the housekeeping building.Will this application be Y + , acceptable for the column footers on the building patio columns? � a 2 ` With the 1"J-bolts extending down into the footing and turning under the footer steel,are the#9 bars still necessary? r' � �� c6YL 3)111� t i €L 1 CCltlbatt4 F1Ek AUV P&TINC 4-3J4' U!A x i2' FIADED AN4OR ILK CUL. BOLTS. CAREFULLY COORDINATE LCC TtO!7 C,1 MCKR Ri115f- i;Py�UT FIER !A f1 440 PIER REI, LIKLIC Sn 1HEY wj t'� Moo psi ORO" "'.0 NOTNIER€.RZE MOVIDE 12`WtC AWHOR 600S MR, 8' P03 kc t r— c MSCFE IIE. —� . ..., 4 ' (; t d"Concrete Slab 3}'4' IFFY tflCtf 4.0 OR--— "luis-S W,11FitGROUT �f�l�a�1+x ` • �� SEEEVOKING.P ERT1 PIER WNFORMG 3ELEAR t1 4V-) { MAY BE ssulT D VJEN TYPE � FOR CU'LU10t WE. RtR � COWILS EXTEND T4}.' TWN MD FOOP#C, SEE Pty-J--�; 2" Of TOP OF PER, TYPICAL COLUMN, PIER AND FOOTING T300.40 NJ", CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 'Veil>l' INSPECTION EMAIL REQUEST: Building-dept(a-,coab.us Application Number . . . . . 07-00000848 Date 1/16/08 Property Address . . . . . . 6002 FLEET LANDING BLVD Application type description COMMERCIAL NEW CONSTRUCTION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3534479 -------------------------- -- - - ------------- ------------- --- ---- - ----- -- -- --- Application desc community center ------------- ---- --- --- --- --------- ------ - - - - -------- -- ----- - -- - - ------ ----- Owner Contractor ------------------------ ------------------------ R. P . C. GENERAL CONTRACTORS 248 LEVY RD ATLANTIC BEACH FL 32233 (904) 241-4416 ---------------- ----- Structure Information 000 000 --- - ------- --- ---- ---- Construction Type . . . . . TYPE III-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X --------------------------------------------------------------- -- -- --------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 7730 . 00 Plan Check Fee 3865 . 00 Issue Date . . . . 1/09/08 Valuation . . . . 3534479 Expiration Date . . 7/07/08 -------------------------------- --------------- --- ---- --- ------------------- Special Notes and Comments *2004 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE *PROVIDE FINAL ELEVATION CERTIFICATE PRIOR TO C.O. MUST MEET ALL FIRE DEPT. CONDITIONS; CONTACT CAPT. ALVIN FLOYD @ (904) 630-4789 . If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow requirements . At a minimum, will require double check backflow preventer. Sheet FP1 . 0 - Item 10 - What si MIC Risk? Jacksonville Beach Public Works has nothing to do with the water system. --------------------- ------------------------------ -- -- ---- ------ - -- - ------- Other Fees . . . . . . . . . CITY RADON SURCHARGE 6 . 08 CAPITAL IMPROVEMENT 1725 . 00 ST CONSTRUCTION SURCHARGE 109 . 49 AB CONSTRUCTION SURCHARGE 12 . 16 STATE RADON SURCHARGE 115 . 57 SEWER IMPACT FEES 23522 . 00 WATER IMPACT FEE 3750 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CIT1W89kftAfI�-WA&P GATiTT--EVAND THE FLO14fDA 0 0 BUILDING CODES. SS, CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD jY ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-depta,coaKus Page 2 Application Number . . . . . 07-00000848 Date 1/16/08 ---------------- ------ ----- --- ------ ----------- --- ---- - --- --- - -------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- --- ------- - - -------- Permit Fee Total 7730 . 00 7730 . 00 . 00 . 00 Plan Check Total 3865 . 00 3865 . 00 . 00 . 00 Other Fee Total 29275 . 30 29275 . 30 . 00 . 00 Grand Total 40870 . 30 40870 . 30 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: .30�U7 Address SPECIAL NOTES. ` WATER IMPACT FEE $ SEWER IMPACT FEE $ a'�.—_ CsF. zaslo WATER METER/TAP s JA A.At/ - y cha'rf X CAPITAL IMPROVEMENT sOf $�� b oo� SEWERTAP S. 0� SECTION H PAVING( ) $ CROSS CONNECTION s 3L ��Df�sF 7 ' OTHER $ GRAND TOTAL $ ILI /2, 9bo oA AT 4?67� ",�,,,� +ge na► - ,7-jhC,/� s�..w e irft, e V-5 b � Gala & 0-7.J; f- /44'y'� RIP WATER IMPACT FEE WORKSHEET ADDRESS. CX3 j D 7- P G t}.RAlNAGB F=RE UN1T FIXTURE-TYPE VALUE AS LOAD RMRES UNITS Automatic clothes cwrnerdal' 3 /. Automatic dbthes washer's,residential 2 MY=group con4ft of water doset,lavatory, eidet, and bathtub ar•shower' ' 6 Bathtub(v ith or without overhead shower or whirlpool atlachrnenUs) 2 •Bidet'. 2 Combination sink and tra 2 Dent,iavalor y1 Dishwashing machine domestic 2 DrinkIN lountWnricemaker y� Floor draurs 2 • Z Hose bib. 1 _ 1Gto}ien salt,domes5c - 2 t, Kitchen.sink,domesticwtth food waste g(nder arWor ditshwasher 2 Launity it 1 or 2 oo artments) 2 Lavatory Shower oo attminl;domestic 2Al Sink 2 Umid 4 Urinal, t anon .,r Rush or less'' ,1; •2 Wash sink drwtar or multi a each set of faucets ' , 2 Water dost flushometer blc or 0vata 4 Water closet,Vivale installation 4 Water CIML Pubk installadon 6 TOTAL NUMBER OF UNiTS', 7 MULTIPUED X 20 TOTALS . CITY OF ATLANTIC BEACH � PERMIT BUILDING / ZONING DEPARTMENT APPLICATION # 800 Seminole Road Del S� � � Atlantic Beach,Florida 32233 i (904)247-5800 (904)247-5845 Fax www.coab.us U" APPLICATION TRACKING FORM REQUIRED / Y N PLANNING Property Address: 1"ev'¢ff- 2gy z Y N BUILDING Y N PUBLIC WORKS Applicant: 0 Y N PUBLIC UTILITIES Y Y N FIRE DEPT. Project: �"Od2MIVIe ' -r'v ogn7le' Y N PUBLIC SAFETY LU w APPROVAL U LCU, AGENCY: RECEIVED BY: INITIAL: DATE w� Y N D.E.P HUFSTETLER O 5 cr LU Y N S.J.R.W.M. CARPER Y N ARMY CORPS of ENG CARPER 0 Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: ® ® 1 ST REV PLANNING ® ® 2ND REV BUILDING PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this forma to the Building Department once you have entered your comments into the AS400. BUILDING PERMIT APPLICATION s r J0, baa z � ,� CITY OF ATLANTIC BEACH ✓9 L�.,,/� 800 Seminole Road,Atlantic Beach FL 32233 /�Ql Office: (904)247-5826 • Fax: (904)2 45 ./? -to TJ�4 AxH Job Address: k _ �,i t(ta1, � Permit Number: Legal Description(4-117- 3'1-ZS-2% 11.1Q4 11104VViaggro rr S/b PrLOr 1 bi V 3 F000 0A S10&1-1-161 Valuation of Work(Replacement Cost) $ LI-7 '1 ■ Class of Work(Circle one): New Addition Alteration Repair Move ■ Use of existing/proposed structuress Circle one): Commercial Residential ■ If an existing structure, is a fire spr er system installed?(Circle one): Yes No N/A ■ Is approval of homeowner's association or other private entity required?(Circle one): Yes No Describe in detail the type of work to be performed: �6 na 414 L Property Owner Information D�fA �� 1,PnJDi NamemQz!yia>r:t wf'c t lartrio,�l+ �!C. Addre s: 000 PLOOT I..P44 1 City l4'r L&Ujj G B0M.At State In Zip Ala 3 3 Phone QD4 .Q400 Contractor Information: Name of Company:RW,CA g4.1eo-o.."Go t Qualifying Agent: Pem V-ypPirgurS Address:a46 L e4g 'Qom City kn.or.,,;c.�N State Fi- Zip $=8a Office Phone gM-A41•441to Job Site/Contact Number 40Lt••dl4i• 4D"IS State Certification/Registration# SQC.n40(a1 Cl Office Fax# qCA- 941•y"1 Architect Name&Phone# Engineer's Name&Phone# 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 o�ffa permit and that all workwill be performedto meet the standards of all ws regulating construction in this jurisdiction. This permit becomes null and Zld�onth fs, oronstruction orworis susended orabandoned fora period scommeced. understand thatseparate ppermitsmstbe secured forElectril Work, Plumbing, Signs, ells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioezers, etc. 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. zhereb certify that I haver d and examined this application and know the same to be true d correct. Allprovisions o laws and ordinances go en this typpe of work wall be complied with whether specified r in or not. The granting r a permit does not presume t authority to violate or cancel the provisions of any o: e federal, .state, or local w regulating construction or ormance of construction. 0 Signature e Owner: � Property Signature of Contra Sworn to and subscribed before me Sworn to and subscr• efore e this j Day of this AT—Day of Notary Public:P'6J7 Y*"1 9tl3;.t:y 8100h Notary Public: Ann YCOMMISSION# DD240162 EXPIRES a�a�'A� Stacey Brooks August 11,1007 MYCOMMISSION# DD240262 EXPIRES REVISED 7 �v 7 ys d`` BONDED THRU INSURANCE INC 'r�i. e August 11 2007 REVISED 03.055.0/ '�pFFd�� BONDED THRUTROY FAIN INSURANCE;INC Page 3 of 3 Cc: Scott Ross; Beverly Jones; Renee Johnson Subject: RE: Fleet Landing Community Center/Apt Permit fee. These are in addition to the$34,000 number you previously forwarded? If it's ok, I would like to meet with you when you have a second. These are some pretty big fees. I would like to bring my note pad and take notes on how these fees are determined so that I can explain them to the Fleet Landing folks. Or, if you already have something you could e-mail me, or that I could pick up, that would be fine. Let me know. Thanks, Steve From: Graham Shirley [mailto:sgraham@coab.us] Sent: Tue 7/24/2007 11:18 AM To: Steve Smedley Cc: Kaluzniak, Donna; Hufstetler, David Subject: RE: Fleet Landing Community Center/Apt Permit fee. for 6002 Fleet Landing Blvd (Community Center) -total is$29,032 for water and sewer. for 6003 Fleet Landing Blvd (Garage&Apt.)-total is$37,140 for water and sewer. From: Steve Smedley [mailto:Steve@rpcgc.com] Sent: Monday, July 23, 2007 4:07 PM To: Graham Shirley Subject: Fleet Landing Community Center/Apt Permit fee. Hi Shirley, We are meeting with Fleet Landing tomorrow morning. I need to let them know how much the review/permitting fees are for the Community Center and Apartment building. Last correspondence I saw was approximately $34,000 not including water fees. 1. Is this an accurate number? 2. Can I get the cost of the water fees and any other fees that we will be responsible for? 3. Please keep me updated on any responses you get from the Fire Plans Examiner regarding the approval stamp. Thanks for your help, Steve 12/28/2007 Pagel of 3 Graham Shirley From: Kaluzniak, Donna Sent: Friday, July 27, 2007 8:44 AM To: 'Steve Smedley' Cc: Scott Ross; Graham Shirley; Matthews, Carlene; Hufstetler, David Subject: RE: Fleet Landing Community Center/Apt Permit fee. Steve, I don't see any problem with that. -Donna From: Steve Smedley [mailto:Steve@rpcgc.com] Sent: Thursday, July 26, 2007 3:54 PM To: Kaluzniak, Donna Cc: Scott Ross Subject: RE: Fleet Landing Community Center/Apt Permit fee. Hi Donna, Thanks again for this info. We met and presented it to Fleet Landing. They posed a question to us that I would like to run by you. We are permitting the two buildings (Community Center and Apartment Building)together, but will not be starting construction on the Apartments until the Community Center is complete. Can we pay the water and sewer fees for the Community Center now, and defer the fees for the Apartment Building until time of construction? We permitted the two together so we could get the design approved. That way we have approved plans on which to obtain accurate bids. We are trying to give Fleet Landing our best estimates for the construction costs of both buildings. But if we can defer the water/sewer fees on the Apartment Building until closer to start of construction, we would like to. Please advise. Thanks, Steve From: Kaluzniak, Donna [mailto:dkaluzniak@coab.us] Sent: Tue 7/24/2007 12:22 PM To: Graham Shirley; Steve Smedley Cc: Hufstetler, David Subject: RE: Fleet Landing Community Center/Apt Permit fee. Steve, here is a breakdown for the water and sewer fees: 6002 Fleet Landing (Community Center) Water Impact fee (based on 187.5 fixture units X$20/ea) _ $ 3,750 Capital Improvement fee (based on 2"water service to bldg) _ $ 1,725 Cross Connection fee = $ 35 Sewer Impact: Cafe (81 seats X 160/seat) = $12,960 Beauty/Barber(3 chairs X$6301chair) = $1,890 Remaining 21,680 SF considered "office"at$40/100 SF=$8,672 Total Sewer Impact($12,960+$1,890+$8,672) $23,522 12/28/2007 Page 2 of 3 Total for 6002 Fleet Landing (Community Center) _ $29,032 6003 Fleet Landing (Apartments and Garage) Water Impact fee(based on 372 fixture units X$20) _ $ 7,440 Capital Improvement based on 3" meter = $3,250 Sewer Impact(21 res. units X$1250/unit) _ $26,250 Cross Connection fee (for meters over 2" -$200) _ $ 200 Total for 6003 Fleet Landing (Apts &Garage) _ $37,140 The fees are as per our City Code. Hope this helps-Donna From: Graham Shirley Sent: Tuesday, July 24, 2007 11:02 AM To: Kaluzniak, Donna Cc: Hufstetler, David Subject: FW: Fleet Landing Community Center/Apt Permit fee. Steve, I will forward this to Donna K(public utilities director) and Dave. Attached are the fees for the building side,which is based on valuation, the water side is something that Donna K can help you with her email is dkaluznizk coab.us. FEES CITY OF ATLANTIC BEACH SCHEDULE OF PERMIT TOTAL VALUATION FEE UNDER $1,000 $35.00 ISSUING FEE+ $35.00 MINIMUM FEE $1,001450,000 $35.00 + $5.00/1000* $50,0004100,000 $260.00 + $4.00/1000* $100,0004500,000 $460.00 + $3.00/1000* OVER$500,000 $1660.00 + $2.00/1000* PLAN REVIEW CHARGE 50% OF TOTAL FILING FEE *NUMBERS ARE ROUNDED UP TO THE NEXT EVEN THOUSAND WHEN DETERMINING Thanks Shirley From: Steve Smedley [mailto:Steve@rpcgc.com] Sent: Tuesday, July 24, 2007 9:38 AM To: Graham Shirley 12/28/2007 01/24/2008 THU 8: 36 PAX 12005/005 i 1 i i MCVEIGH�GUM I ENG [ N E E R I N G 1 N C STRUCTURAL - MECHANICAL ELECTRICAL • PLUMBING • FIRE PROTECTION TECHNOLOGY j9133 R.G.Skinner Parkway • Jacksonville,Florida 32256 (904)483-5200 • Fax(904)636-6770 • mail®mcve emangum.c om c THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG Project- The Palms at Fleet Landing-Community MME Project 08013 Center No: Location: Atlantic Beach,Florida Report No. Description of Required Date of Date of Item No. Construction Deviation* Corrective Action Observation Correction 1-1 Footings have excess waterthroughout. Water must be pumped out and 1/22/2008 1/23/2008 adequate cover must be provided between ground and steel. Footings shall be re- observed upon water removal, footing cleanout and grade installation.Report#2: Footings were re-observed upon concrete casting and were acceptable per structural drawings and specifications. t ' Supplemental Information or direction is provided in the noted rcports Page 1 of] z�:saawau�li...wa aq�.won coc t.s. 01/24/2008 THU 8: 35 FAX 14004/005 i I The Palms at Fleet Landing—Community Center Threshold Report No.:2 Page-2- REMARKS: Approved mix designs were obtained from contractor. Respectfully Submitted, McVeigh&M gam Engineering,Inc. Tim .Owen,P.E. Threshold Building Inspector of Record Florida Registered Professional Engineer License No.:52735 Florida Registered Special Inspector No.: 1161 Robert A.Haines,E. .License No: 23451 _> .Authorized Representative to Threshold Building Inspector of Record x Distribution to: Naval Continuing Care Retirement Noelker&Hull Associates, Inc. RPC General Contractors, Inc. Foundation, Inc. 30 West King Street 248 Levy Road D/B/A/Fleet Landing Chambersburg, PA 17201 Atlantic Beach, R 32233 One Fleet Landing Boulevard (717)263-8464 (904)241-4416 Atlantic Beach, FL 32233 (717)Zfi3-6031 fax {904}241-4427 fax (904)246-9900 Attn: Shelia Ramey Attn: Scott Ross—Project Manager (904)246-9447 fax Attn:John Meserve—Exec. Director Roger Palmer—CFO/COO r€ Nick Y, Oweis, P.E. David Hufstetler t Chief Engineer Building Official A Ellis&Associates, Inc. City of Atlantic Beach 7064 Davis Creek Road 800 Seminole Road Jacksonville, FL 32256 Atlantic Beach,FL 32233 Cell-(904)219-7584 Phone:904-247-5826 Z. Direct-(904)886-5113 Fax:904-247-5845 Fax(904)880-0970 k r Y: A:.: �s 01/24/2008 THU 8: 35 FAX 14003/005 i McVE IGH&MANGUM E.`NGINEERING INC THRESHOLD REPORT PROJECT: The Palms at Fleet Landing OWNER: Naval Continuing Care Retirement Community Center Foundation,Inc. MME PROJECT No.: 08013. LOCATION: Atlantic Beach,Florida ARCHITECT: Michael Glenn Hull Noelker and Hull Associates,Inc. PERMIT No. 07-00000848 ENGINEER of Brian R.Abel,P.E. RECORD: ABEL Consulting Engineers REPORT No.: 2 CONTRACTOR: RPC General Contractors,Inc. INSPECTION: PERSONNEL PRESENT: #° DATE: January 23,2008 Bobby Haines—McVeigh&Mangum TIME: 8:30 am to 10:00 am Steve Smedley—RPC WEATHER CONDITIONS: 60 Ff,Sunny. GENERAL PROJECT PROGRESS&OBSERVED WORK IN PROGRESS: z. . • Footings were being cast at previously mentioned locations from report#I. • Footings were being dug at other various locations throughout the floor plan. WORK OBSERVED: F. r:. • The casting of footings R1 —R32 was observed. Water was sufficiently removed from the footings and proper x: rebar cover was obtained. The remainder of the footings to be cast were being completed and dried at the time of the site visit. .. • Density reports and batch reports were observed for concrete being cast. DEVIATIONS/DEFICIENCES OBSERVED&RECOMMENDED CORRECTIVE ACTION: a NONE STATUS OF CORRECTIVE ITEMS OR DEVIATIONS PREVIOUSLY REPORTED: REPORT&ITEM NUMBER CORRECTIVE ACTION COMPLETED QO 1-1 Footings were re-observed upon concrete casting and were acceptable X per structural drawings and specifications. STRUCTURAL MECHANICAL • ELECTRICAL- PLUMBING FIRE PROTECTION TECHNOLOGY 9133 R.G. Skinner Parkway • Jacksonville, Florida 32256 (904) 483-5200 Fax (904) 636-6770 mail®mcveighmangum.com k 01/26/2008 THU 8: 35 FAX 2002/005 i 1 I . The Palms at Fleet Landing—Community Center Threshold Report No.:l Page-2- REMARKS: Respectfully Submitted, McVeiigh&M Engineering,Inc. Tim W..Owen,P.E. Threshold Building Inspector of Record Florida Registered Professional Engineer License No.: 52735 Florida Registered Special Inspector No.: 1161 Robert A.Haines,E.i icense No: 23451 Authorized Representative to Threshold Building Inspector of Record Distribution to: Naval Continuing Care Retirement Noelker&Hull Associates, Inc. RPC General Contractors, Inc. Foundation, Inc. 30 West King Street 248 Levy Road D/B/A/Fleet Landing Chambersburg, PA 17201 Atlantic Beach, Fl 32233 One Fleet Landing Boulevard (717)263-8464 (904)241-4416 Atlantic Beach, FL 32233 (717)263-6031 fax (904)241-4427 fax (904)246-9900 Attn: Shelia Ramey Attn: Scott Ross—Project Manager �E (904)246-9447 fax Attn:John Meserve—Exec. Director Roger Palmer—CFO/COO Nick Y. Oweis, P.E. David Hufstetler Chief Engineer Building Official Ellis&Associates, Inc. City of Atlantic Beach 7064 Davis Creek Road 800 Seminole Road Jacksonville, FL 32256 Atlantic Beach, FL 32233 T: Cell-(904)219-7584 Phone: 904-247-5826 Direct-(904)886-5113 Fax: 904-247-5845 Fax(904)884-0970 K' ly; 01/24/2008 THU 8:34 Fax 14001/005 i I. . 4*jjijjjjjjj�4 I MCVEIGH GUM E.,N G I N E E R I N-G - INC THRESHOLD REPORT PROJECT: The Palms at Fleet Landing OWNER: Naval Continuing Care Retirement Community Center Foundation,Inc. MME PROJECT No.: 08013 LOCATION: Atlantic Beach,Florida ARCHITECT: Michael Glenn Hull Noelker and Holl Associates,Inc. PERMIT No. 07-00000848 ENGINEER of Brian R.Abel,P.E. RECORD: ABEL Consulting Engineers REPORT No.: 1 CONTRACTOR: RPC General Contractors,Inc. c INSPECTION: PERSONNEL PRESENT: DATE: January 22,2008 Bobby Haines—McVeigh&Mangum TIME: 8:10 am to 10:00 am Steve Smedley—.RPC WEATHER CONDITIONS: 60 F1,Sunny x_ GENERAL PROJECT PROGRESS&OBSERVED WORK IN PROGRESS: 3'. • Footings were dug at various locations throughout the jobsite. Footing reinforcement was in place at gridlines A5, ` A10,A13,B21,D5,D10,D13,D17,D21,R21,R22,R25,R28,R30,GG22,GG25,GG28,GG30,CC32,V32. WORK OBSERVED: • Steel reinforcement in above mentioned footings was observed. Steel was acceptable and installed per structural drawings. Footing sizes and depths were also observed. DEVIATIONS/DEFICIENCES OBSERVED&RECOMMENDED CORRECTIVE ACTION: 1-1 Footings have excess water throughout. Water must be pumped out and adequate cover must be provided between ground and steel. STATUS OF CORRECTIVE ITEMS OR DEVIATIONS PREVIOUSLY REPORTED: REPORT&ITEM NUMBER CORRECTIVE ACTION COMPLETED(X) i-1 Footings shall be re-observed upon water rernoval,.footing cleanout and l: grade installation. STRUCTURAL MECHANICAL • ELECTRICAL PLUMBING • FIRE PROTECTION • TECHNOLOGY ." 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 904 483-5200 Fax (904) 636-6770 mail.®mcvei hman um.com Vii. R E M I N G T O N REQUEST FOR INFORMATION To: Gensler Phone: 713-844-0000 Job#: AJC-06 Atte: Mike Knight Email: michaei knlohttffiaenster.com RFI#: 45 From: Kelly Buehler Email: Date: 12/12/2007 This Is a request for information to resolve a conflict in the pians and specifications andlor to avoid conflicts beUven different trades A. QUESTION FOR CLARIFICATION(DRAWING REFERENCES AS REQUIRED): In the north wall of the Spa corridor,there Is some existing wood framing that frames out the soffit for the 1. stucco. Can we leave the wood as is? Please Respond by: 12112/2007 Submitted By: Kelly Buehler B. REPLY: I. 111111 6 �S Ya !> '� �-1'P�Y/ill�a► �YP1.�4�p W �`� ,4 s �o� cotl�A1i6 5,7VP-S e )aMdA4 S1,9 l,Lt�r�l fo�Pg9, � A0-4 Na /SSvjS 4A)lr XZOJSIN41 Tf#,5 lw-N coR mg- #- //T /s A16�r ,64"iA4P ro 511V6E ?#,& 13111WINC7 1 s Fvu, By: Date: f� (PL attach continua' as a4uhv4 0/.50 Q Copies To: Remington Hotels We 14185 Dallas Parkway,Suite 1150 Dallas,Texas 01/25/2008 FRI 14: 57 FAX JZ003/003 FILE CP, 0- Ytj i T. MCVEIGH&MANGUM 1 ENGINEERING , IN C J{ STRUCTURAL • MECHANICAL • ELECTRICAL • PLUMBING • FIRE PROTECTION TECHNOLOGY 9133 RG.Spinner Parkway • Jacksonville,Florida 32236 !I (904)483-5200 • Fax(904)636-6770 • mail@mcveighmangum.com THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG f Project: The Palms at Fleet Landing-Community MME Project 08013 ! Center No: Location: Atlantic Beach,Florida Report No. Description of Reouired Date of Date of Item No. Construction Deviation* Corrective Action Observation Correction 1-1 Footings have excess water throughout. Water must be pumped out and 1/22/2008 1/23/2008 adequate cover must be provided between ground and steel. Footings shall be re- observed upon water removal, i footing cleanout and grade installation.Report#2: Footings were re-observed upon concrete casting and were acceptable per structural drawings and specifications, i s I R Supplemeotal Information or direction is provided in the noted reports Page 1 of 1 xt�oo��aeou�re.adaa�.n.Wninx t.t a. D1/25/2008 FRI 14: 57 FAX 002/003 i The Palms at Fleet Landing—Community Center Threshold Report NoA Page-2- REMARKS: Approved mix designs were obtained from contractor. Respectfully Submitted, McVeigh&M ngineering,Inc. 4W. wen,P. . Threshold Building Inspector of Record Florida Registered Professional Engineer License No.:52735 Florida Registered Special Inspector No.: 1161 Red N. Self,P.E. Florida Registered Professional Engineer License No.: 59926 Authorized Representative to Threshold Building Inspector of Record Distribution to: Naval Continuing Care Retirement Noelker&Hull Associates, Inc. RPC General Contractors, Inc. Foundation, Inc. 30 West King Street 248 Levy Road DIB/A/Fleet Landing Chambersburg, PA 17201 Atlantic Beach, FI 32233 One Fleet Landing Boulevard (717)263-8464 (904)241-4416 c, Atlantic Beach, FL 32233 (717)263-6031 fax (904)2414427 fax (904)246-9900 Attn: Shelia Ramey Attn: Scott Ross—Project Manager (904)246-9447 fax u Attn:John Meserve—Exec. Director Roger Palmer—CFO/COO Nick Y. Oweis, P.E. David Hufstetler .a. Chief Engineer Building Official N: Ellis&Associates, Inc. City of Atlantic Beach w 7064 Davis Creek Road 800 Seminole Road g Jacksonville, FL 32256 Atlantic Beach, FL 32233 Cell-(904)219-7584 Phone:904-247-5826 Direct-(904)886-5113 Fax: 904-247-5845 Fax(904)880-0970 Z"t1. r: 1. i , 01/25/2008 FRS 14: 56 FAX 2001/003 MCVEIGH&MANGUM E. N G 1 N E E R I N-G - I N C THRESHOLD REPORT S. PROJECT: The Palms at Fleet Landing OWNER: Naval Continuing Care Retirement Community Center Foundation,Inc. MME PROJECT No.: 08013 LOCATION: Atlantic Beach,Florida ARCHITECT: Michael Glenn Hug Noelker and Hall Associates,Inc. PERMIT No. 07-00000848 ENGINEER of Brian R Abel,P.E. RECORD: ABEL Consulting Engineers REPORT No.: 3 CONTRACTOR: RPC General Contractors,Inc. INSPECTION: PERSONNEL PRESENT: DATE: January 24,2008 Reed Self-McVeigh&Mangum TIME: 8:30 am to 9:30 am Steve Smedley—RPC WEATHER CONDITIONS: �k 40 RE,Sunny GENERAL PROJECT PROGRESS&OBSERVED WORK IN PROGRESS: t° • Footing construction. r. WORK OBSERVED: gz i:. Geotechnical field reports were observed concerning footings with stone in saturated soil and RFI response from M Engineer of Record. Casting footing on grids L&114,R16,U25,U28,U30,FFl 1,GG12,GG14&Z21 and strip footing on grid 5 from D to H were observed. DEVIATIONS/DEFICIENCES OBSERVED&RECOMMENDED CORRECTIVE ACTION: NONE STATUS OF CORRECTIVE ITEMS OR DEVIATIONS PREVIOUSLY REPORTED: REPORT&ITEM NUMBER CORRECTIVE ACTION COMPLETED(X) NONE a` 9. STRUCTURAL • MECHANICAL • ELECTRICAL PLUMBING FIRE PROTECTION • TECHNOLOGY 9133 R.G. Skinner Parkway • Jacksonville, Florida 32256 (904) 483-5200 •_Fax (904) 636-6770 mail®mcveighmangum.com r <: ._.............._........--... 02/04/2008 NOR 17: 23 FAX 14001/005 MCV'EIGH GUM E. N-G I N E E R I N G I N C THRESHOLD REPORT PROJECT: The Palma at Fleet Landing OWNER: Naval Continuing Care Retirement Community Center Foundation,Inc. MME PROJECT No.: 08013 LOCATION: Atlantic Beach,Florida ARCHITECT: Michael Glenn Hall Noelker and Hull Associates,Inc. PERMIT No. 07-00000848 ENGINEER of Brian R.Abet,P.E. RECORD: ABEL Consulting Engineers REPORT No.: 5 CONTRACTOR: RPC General Contractors,Inc. INSPECTION: PERSONNEL PRESENT: DATE: January 31,2008 Bobby Haines—McVeigh&Mangum. {: TOR: 9:30 am to 10:30 am Steve Smedley—RPC WEATHER CONDITIONS: f 65 Ff,cloudy i GENERAL PROJECT PROGRESS&OBSERVED WORK IN PROGRESS: • Footing construction at building perimeter and interior. • Concrete piers being formed. WORK OBSERVED: 3 • Footings were observed for reinforcement,cover,laps,piers,size and depth. +` Footings at gridlines JJ4,JJ6,JJ9,EE21,G(32 1,L7 and F17 were observed. r;. t Density report was obtained and observed for footings listed above. Y: DEVIATIONSMEFICIENCES OBSERVED&RECOMMENDED CORRECTIVE ACTION: 5-1 Concrete footing at HH2O was not in place according to structural sheet S1.1. It was not dug out to be i; poured integrally with the adjacent F238x60 footing per S1:1. Contractor must obtain written direction a from the Engineer of Record to properly casttheF34 footing at this location,either doweled into F23 8x60 or cast separately adjacent to F238x60. STATUS OF CORRECTIVE ITEMS OR DEVIATIONS PREVIOUSLY REPORTED: � REPORT&ITEM NUMBER CORRECTIVE ACTION COMPLETED M 41 Contractor to obtain written confirmation from the Engineer of Record prior to concrete placement for Masonryteinforcement that is not clearly called out for interior masonry walls at stair pit.Currently,#5 dowels at 32"on center are in szxucz$ .(lam �CI1L`e��%.r&MEo!' i4iW4 �I 4b&MOLOGY 9133 R.G. Skinner Parkway • Jacksonville, Florida 32256 (904) 483-5200 Fax (9041 636-6770 - mail®mcveighmangum.com ff 02/04/200% MON 17: 23 FAX 2002/005 1 , i The Palms at Fleet Landing—CommunityCenter - Threshold Report No.:5 Page-2- interior masonry walls do not require reinforcement. It was also determined that the masonry wall along gridline J is considered an exterior wall due to a second floor balcony and must be reinforced per note 8 on sheet S 1.I I. Contractor must obtain written confirmation from the Engineer of Record verifying this information.) 4-2 Contractor to place sump pit and elevator piston hole at elevator pit per drawings and footings shall be re-observed upon completion. 5-1 Footing shall be observed upon casting along with written direction from the Engineer of Record. REMARKS: Respectfully Submitted, McVeigh&Mangum Engineering,Inc. Tim W.Men, Threshold-Building Inspector of Record Florida Registered Professional Engineer License No.: 52735 Florida Registered Special Inspector No.: 1161 Robert A.Haines,E.I.License No: 23451 Authorized Representative to Threshold Building Inspector of Record 4` Distribution to: Naval Continuing Care Retirement Noelker&Hull Associates,Inc. RPC General Contractors,Inc. x Foundation,Inc. 30 West King Street 248 Levy Road DB/A/Fleet Landing Chambersburg,PA 17201 Atlantic Beach,Fl 32233 k~ One Fleet Landing Boulevard 717 263-8464 g ( ) (904}241-4416 Atlantic Beach,FL 32233 (717)263-6031 fax (904)241-4427 fax (; (904)246-9900 Atte: Shelia Ramey Attn:Scott Ross—Project Manager { (904)246-9447 fax Ben Chamberlin Attn:John Meserve—Exec.Director Roger Palmer—CFO/COO Nick Y.Oweis,P.E. David Hufstetier Abel Consulting Engineers Chief Engineer Building Official 814 West Diamond Avenue Ellis&Associates,Inc. City of Atlantic Beach Suite 400 7064 Davis Creek Road 800 Seminole Road Gaithersburg,MD 20878 Jacksonville, FL 32256 Atlantic Beach,FL 32233 (301)258-8884 Cell- 904 219-7584 Phone:904-247-5826 30I 258-9457 fax ( ) ( } Direct-(904)886-5113 Fax:904-247-5845 Attn: Stacy Rogers ` Fax(904)880-0970 Brian Abel r<` 02/04/2008 MON 17: 24 FAX 2003/005 I I MCVE IGH&MANGUM E.'NGINEERING - INC THRESHOLD REPORT PROJECT: The Palms at Fleet Landing OWNER: Naval Continuing Care Retirement Community Center Foundation,Inc. MME PROJECT No.: 08013 LOCATION: Atlantic Beach,Florida ARCHITECT: Michael Glenn Hull Noelker and Hull Associates,Inc. PERMIT No. 07-0000084$ ENGINEER of Brian R.Abel,P.E. RECORD: ABEL Consulting Engineers REPORT No.: 6 CONTRACTOR: RPC General Contractors,Inc. INSPECTION: PERSONNEL PRESENT: DATE: February 1,2008 Bobby Haines—McVeigh&Mangum TIME: 10:00 am to 10:30 am Steve Smedley—RPC WEATHER CONDITIONS: 3` 60 Ft,cloudy GENERAL PROJECT PROGRESS&OBSERVED WORK IN PROGRESS: • Footing construction at northeast corner and around pool WORK OBSERVED: • Footings were observed for reinforcement,cover,laps,piers,size and depth. • Footings at gridlines AA-11 and R-1 l were observed. • Density report was obtained and observed for footings,listed above. DEVIATIONS/DEFICIENCES OBSERVED&RECOMMENDED CORRECTIVE ACTION: w NONE STATUS OF CORRECTIVE ITEMS OR DEVIATIONS PREVIOUSLY REPORTED: REPORT&ITEM NUMBER CORRECTIVE ACTION COMPLETED(X) + . 4-1 Contractor to obtain written confirmation.from the Engineer of Record prior to concrete placement for Masonry reinforcement that is not clearly called out for interior masonry walls at stair pit.Currently,#5 dowels at 32"on center are in place. M1. 4-2 Contractor to lace sum it and elevator piston hole at elevator it per P Pp P P drawings and footings shall be re-observed upon completion... STRUCTURAL MECHANICAL • ELECTRICAL- PLUMBING FIRE PROTECTION TECHNOLOGY 9133 R.G. Skinner Parkway • Jacksonville, Florida 32256 (904) 483-5200 Fax (904) 636-6770 mail0mcveighmangum.com 02/04/2008 MON 17: 24 FAX 2004/005 i fi The Palms at Fleet Landing-Community Center Threshold Report No.:6 Page-2- 5-1 Footing shall be observed upon casting along with written direction from the Engineer of Record. REMARKS: Respectfully Submitted, McVeigh&Mangum Engineering,Inc. Tim W.Owen,P.E. Threshold Building inspector of Record Florida Registered Professional Engineer License No.: 52735 Florida Registered Special Inspector No.: 1161 Robert A.Haines,E.I.License No: 23451 Authorized Representative to Threshold Building Inspector of Record Distribution to: Naval Continuing Care Retirement Noelker&Hull Associates,Inc. RPC Genera(Contractors,Inc. Foundation,Inc. 30 West King Street 248 Levy Road DB/A/Fleet Landing Chambersburg,PA 17201 Atlantic Beach,Fl 32233 -Orie FIeet Landing Boulevard (717)263-8464 (904)241-4416 - Atlantic Beach,FL 32233 (717)263-6031 fax (904)241-4427 fax (904)246-9900 Attn:Shelia Ramey Attn: Scott Ross-Project Manager (904)246-9447 fax Ben Chamberlin Attn:John Meserve-Exec.Director Roger Palmer-CFO/COO Nick Y.Oweis,P.E. David Hufstetler Abel.Consulting Engineers Chief Engineer Building Official 814 West Diamond Avenue Ellis&Associates,Inc. City of Atlantic Beach Suite 400 7064 Davis Creek Road 800 Seminole Road Gaithersburg,MD 20878 r.. Jacksonville,FL 32256 Atlantic Beach,FL 32233 (301)258-8884 Cell-(904)219-7584 Phone:904-247-5826 (301)258-9457 fax Direct-(904)886-5113 Fax:904-247-5845 Attn:Stacy Rogers Fax(904)880-0970 Brian Abel xr. k i,. 02/04/20Q8 KGK 17: 24 PAX 0005/005 1 MOVE IGH&MANGUM E N G I N E E K I N G • I N C STRUCTURAL MECHANICAL • ELECTRICAL • PLUMBING FIRE PROTECTION TECHNOLOGY 9133 R.G.Skinner Parkway - Jacksonville,Florida 32256 (904)483-5200 • Fax(904)636-6770 mail[n)tricveighmangttm.com THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG Project: Toe Palms at Fleet Landing-Community MME Project 08013 Center No: Location: Atlantic Beach,Florida Report No. Description of Required Date of Date of Item No. Construction Deviation Corrective Action Observation Correction i-1 Footings have excess water throughout. Water must be pumped out and 1/22/2008 1/23/2008 adequate cover must be provided between ground and f.. steel. Footings shall be re- observed upon water removal, footing cleanout and grade installation.Report#2: Footings were re observed b upon concrete casting and were acceptable per structural drawings and specifications. 4-1 Masonry reinforcement is not clearly called Contractor to obtain written 1/30/2008 out for interior masonry walls at stair pit. confirmation for the Engineer Currently,#5 dowels at 32"on center are in of Record prior to concrete lace. placement. - 4-2 Sump pit and elevator piston hole are not in Contractor to place pits per 1/30/2008 place at elevator pit. drawings and footings shall be re-observed upon completion. �'. 5-1 Concrete footing at HH2O was not in place Contractor must obtain written 1/31/2008 according to structural sheet 31.1. It was direction from the Engineer of notdu 8 out to be poured integrally with the Record to properly cast the F34 adjacent F238x60 footing per S 1.1. footing at this location,either doweled into F238x60 or cast separately adjacent to MUM Yt, � *Supplemental Jnfortnation or direction is provided in the noted reports Page I of I x:\mW\WDf •n.,b*M&y.\OM&cixty.k wi BP250U01 CITY OF ATLANTIC BEACH 6/27/07 Application Tracking Step Selection by Revision 11: 35:27 Application number , . : 07 00000848 Address . . . . . . . . . . : 6002 FLEET LANDING BLVD RE number . . . . . . . . . . - - - Application type . . . . . : COMMERCIAL NEW CONSTRUCTION NCR OLD ACCOUNT NUMBERS . . . Tenant name, number . . . . . Type options, press Enter. 2=Change 4=Delete 5 View 6=Fast log 8 Action log maintenance 9=In/out maint Path ---- Key Dates --- - Review Summary - Opt Agency description Rev Step Req In Est Cmpl Resulted Stat By _ BUILDING DEPT. A 01 Y 06/18/07 07/06/07 _ FIRE DEPT. A 01 Y 06/18/07 07/06/07 _ PLANNING & ZONING A 01 Y 06/18/07 07/06/07 _ PUBLIC UTILITIES A 01 Y 06/21/07 07/06/07 06/21/07 AP LS _ PUBLIC WORKS A 01 Y 06/25/07 07/06/07 06/25/07 AP LS Bottom F3=Exit F5=Land inquiry F6=Add F7=Revisions F8 Misc info inquiry F10 View 2 Fll=Sort by agency F12=Cancel F14 Action log inq F24More keys rS�rf CITY OF ATLANTIC BEACH PERMIT s( BUILDING /ZONING DEPARTMENT APPLICATION # ' 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORINT REQUIRED DEPT: I Property Address: l¢�d �� , z Y N BUILDING � P = Y N PUBLIC WORKS LL Applicant: ! 0 Y N PUBLIC UTILITIES Y ,./ C Y N FIRE DEPT. Project: i I Cr L Y N PUBLIC SAFETY w APPROVAL U o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z of Y N D.E.P HUFSTETLER 0- CC cr Y N S.J.R.W.M. CARPER LU LU W Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: 1 ST REV 14vt W/5 CPO" onl� PLANNING ® BUILDING ® 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building Department once you have entered your comments into the AS400. s'`''�'', BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 L /v�C Office: (904)247-5826 • Fax: (904)2 45 6 ./? .a7 Job Address: �� It2p5d��a�� Permit Number: Legal Description b4-7,7. 31»ZS-2qE I)Aq9 DOAMS AgWr sIII D Lar Il b1 V 3 R:C-/-P DA tIIW1.i'l10'I Valuation of Work(Replacement Cost) $ .jX. , ■ Class of Work(Circle one): New Addition Alteration Repair Move ■ Use of existing/proposed structure(ss Circle one): Commercial Residential ■ If an existing structure, is a fire spr er system installed?(Circle one): Yes No N/A ■ Is approval of homeowner's association or other private entity required?(Circle one): Yes No Describe in detail the type of work to be performed: e 6MAlu:n Property Owner Information DM f a Ft�eG�t �,Pc,ti1Di 1JwAc,,,Le�.tr;av�ar�C -0-e Nameaz�ria kAyftW gmdw .. WC Addre s: OaE Roel1,A�.1�D1 botp- City An-r&l ji r."+__ ftUt ___State fL.Zip jala 3_Phone QD4•&&6.4900 Contractor Information: Name of Company:R*1W,GQualifying Agent: 6-e V-C�D94f%00S Address:a4.6 Lxpj i 2omp City arrta sic..J6� State F-1- Zip &=98 Office Phone gcs+-jF11•441(o Job Site/Contact Number got--a4l- 4t,1l.:; State Certification/Registration# C�GC CAOCo l cl Office Fax# 404- A41,yt.W Architect Name &Phone# Engineer's Name&Phone# 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 rior to the issuance o�f apeand that all workwill be performed to meet the standards of all laws regulating construction to this jurisdiction. This permit bec7ora es null and void iwork is not commenced within six(6� months, ori construction or work is suspended or abandoned period of six (6) months at any time afftter work is commencedf I undrstand that separate ppermitsmustbe securfor Electrical Work, Plumbing, Signs, Wells,Pools, Furnaces,Boilers,Heaters, Tanks and�dir Conddtioaaers, etc. 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. thereby certiffyy that I have r d and examined this application and know the same to be true d correct. All provisions of laws and ordinances gover g this typ e of work will be complied with whether specified 11 r in or not. The grantin of a permit does «Ct pr esume t a2utlaorit,y to :'Mate or cancel the provisions Of any ntfae federal, state; or Zoca a1N regulating construction or ormance of construction. a� Signature of Property Owner: Signature of Contractor ,� Sworn to and subscribed before me Sworn to and subscr' efore e this Lo�Day of ►-!E '200"1 this le—Day Notary Public: Stacey Blocks Notary Public: i " Stacey Brooks YCOMMISSION#E DD240262 EXPIRES =i� Y ry August 11,2007 *� V MYCOMMISSION* DD240262 EXPIRES REVISED 03.05.®! PfFs BONDEDTHRUTROYFAININSURANCE,INC n , August 11,2007 p' BONDED THRU TROY FAIN INSURANCE,INC CITY OF ATLANTIC BEACH s PERMIT CALCULATION SHEET r, s� Date: o Address �oaZ i� Lex % �� 07— 9 yS SPECIAL NOTES WATER IMPACT FEE $ �D `iew-e-r 2rn ssX /(op/xSEWER IMPACT FEE $ WATER METER/TAP $ I 1A 3 chafrt k (030 890 CAPITAL IMPROVEMENT$ / aLS SEWER TAP $ Al 1A ;2y332-SF (Z.OS20�°O�= i SECTION H PAVING ( ) $ p0 CROSS CONNECTION $ g G 72 OTHER $ GRAND TOTAL $ /2, 9490 /999 44679 �'Po23 S�2 (de 607.5 WATER CT FEE WORKSHEET AT IMPACT A ADDRESS; Od r O 7' S� (e 12, DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic dothes washers commerdai 3 3 Automatic dbthes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 ' Dental lavatoryl Dishwashing machine,domestic 2 Ohnking fountairvlcemaker `h s I F1cor drains 2 . i Hose bb 1 r Kitchen sink, domestic 2 i Kitchen,sink, domestic wfth food waste gander and/or f dishwasher 2 Laun&y tray 1 or-2 co artments 2 Layatory1 f 17 Shower oom artrnent domestic 2 Sink 2 I Urinal 4 + Urinal, 1 allon per flush or less ' 41 2 + Wash sink circutar or multi le each sat of faucets 2 Water closet, flushometer lank, p6blic or privaLe 4 Water doses private installation 4 Water closet, pubac installation 6 TOTAL NUMBER OF UMTS- nr. MULTIPUED X 20 TOTALS Public Utilities— Distribution & Collection Date: 62L,1107 - Initials: Project Name/Address: (�00OZ +/Application/Permit Check Box Application Tracking Comments To Add Comment Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247- ❑ 5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ❑ A sewer cleanout must be installed at the property line. Cleanout must be covered with ❑ an RTI concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested ❑ by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate ❑ backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow Y requirements. At a minimum, will require double check backflow preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must ❑ be installed in a vault as noted in JEA specifications. cell P1D - f � K w� s ysf� ; ❑ Cl FAP1anReviewComments-PU.doc BP25OU01 CITY OF ATLANTIC BEACH 6/26/07 Application Tracking Step Selection by Revision 15: 57: 47 Application number . . . . : 07 00000848 Address . . . . . . . . . . : 6002 FLEET LANDING BLVD RE number . . . . . . . . . . - - - Application type . . . . . COMMERCIAL NEW CONSTRUCTION NCR OLD ACCOUNT NUMBERS . . . Tenant name, number . . . . . Type options, press Enter. 2=Change 4=Delete S View 6=Fast log 8 Action log maintenance 9=In/out maint Path ---- Rey Dates --- - Review Summary Opt Agency description Rev Step Req In Est Cmpl Resulted Stat By BUILDING DEPT. A 01 Y 06/18/07 07/06/07 FIRE DEPT. A 01 Y 06/18/07 07/06/07 _ PLANNING & ZONING A 01 Y 06/18/07 07/06/07 PUBLIC UTILITIES A 01 Y 06/21/07 07/06/07 06/21/07 AP LS PUBLIC WORKS A 01 Y 06/25/07 07/06/07 06/25/07 AP LS F3=Exit FS=Land inquiry F6-=Add F7=Revisions F8=Ui.sc info inquiry Bottom F10 View 2 Flt=Sort by agency F12=Cancel F14=Action log inq F24=Xbre keys LETTER OF TRANSMITTAL General Contractors, Inc. 148 LEVY ROAD / P.O. Box 330775 ATLANTIC BEACH, FLORIDA 32233 � � � (904) 241-4416 /FAX(904) 241-4427 COMPANY:City of Atlantic Beach ATTENTION: Shirley Graham ADDRESS: 1200 Sandpiper Lane DATE: November 12,2007 REFERENCE/JOB: The Gate House @ Fleet Landing CITY/STATE/ZIP: Atlantic Beach,FL 32233 WE ARE SENDING YOU: ® ATTACHED ❑UNDER SEPARATE COVER VIA Hand Delivered THE FOLLOWING ITEMS: ❑SHOP DRAWINGS ❑PLANS ❑SAMPLES ❑SPECIFICATIONS ❑COPY OF LETTER ❑CHANGE ORDER ❑ OTHER COPIES DATE No. DESCRIPTION 2ea. S-I Signed and Sealed Grade Beam Detail—Sketch SK-S1 Revised 10/26/07—This is apart of RFI#2 THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL ❑APPROVED AS SUBMITTED ❑RESUBMIT_COPIES FOR APPROVAL ® FOR YOUR USE ❑APPROVED ❑SUBMIT_COPIES FOR DISTRIBUTION ❑ AS REQUESTED ❑RETURN CORRECTED PRINTS ❑ FOR REVIEW AND COMMENT Remar Peg�se returned one approved sketch back to our office for our files.. 67 SIGNED: Beverly Godfrey Project Manager Administrator Copy to File. ` Noelker & Hull LETTER of TRANSMITTAL S a Y - Associates, Inc. Date: 11/2/2007 Project Number: 07019 Architects 30 West King St. To: RPC--Gener_aLC-ontr_aet.ors, Inc.__ Chambersburg, Pa 17201 Phone (717) 263-8464 (P-QBox-33DZ70) Fax (717) 263-6031 gtl_anti�Beac�i, FL 3233_ Attention: Regarding: Fleet I anding Scott ROSS Atlantic_ Beac$, FL Gate-ll ouse We are sending you: O Attached O Under Seperate cover via O Shop Drawings O Prints O Plans O Submit O Specifications O Copy of Letter O Change Order O Other Copies Date No. Description 3 S1 Grade Beam Detail - Sketch SK-S1 Revised10/26/07 These are transmitted as checked below: O For Approval O Approved as Submitted O Reviewed O For Your Use O Approved as Noted O Reviewed No Exceptions O As Requested O Returned for Corrections O Furnish as Corrected O Rejected O Submit Specified Item O Revise & Resubmit O For Review & Comment O O FORBIDS Due 2007 O PRINTS RETURNED AFTER LOAN TO US Remarks: i Copy To: films Signed: Ben Chamberlin, AIA, LEED AP, Principal ProjectlD By Sheet# Date ASELPROJECT 1�QV WZ& o7 Consulting Engineers Q�$� Tri A"(-cON004 m 6%,04f Al Plb)r- 'r{dN I ti N IG,pN c+2 T Min. #4 3 -T is s " . 19" otc, r1+•X. C4) * s 16-LAI/ TOP A"a "E m01M. C� av V/ sM Li RE y -4�jp Q>b1(L�S IANC CITY OF rl L A ",'C- REAC SEE PERM I I s r E ",J)DITIONAL.REQUIREMEN IND CONDITIO REuIEW UBY. L + DATE.�� Page 1 of 1 Graham Shirley From: Steve Smedley [Steve c@rpcgc.com] Sent: Monday, June 25, 2007 8:22 AM To: Graham Shirley Subject: RE: Fleet Landing -Community Center Plans I've already spoken with Dave. He has a copy, Public Works has a copy and the Fire Dept picked up their copy last week. I just need to know if they have been assigned an application, or temporary permit number. Thanks, Steve From: Graham Shirley [mailto:sgraham@coab.us] Sent: Mon 6/25/2007 9:14 AM To: Hufstetler, David Cc: Steve Smedley Subject: FW: Fleet Landing - Community Center Plans Did we get 2 copies of this ..The Fire Dept needs a set to take with them to review? From: Steve Smedley [mal to:Steve@rpcgc.mm] Sent: Monday,June 25, 2007 6:33 AM To: Graham Shirley Subject: FW: Fleet Landing - Community Center Plans This didn't go thru the first time-wrong address. Here goes again. Thanks, Steve From: Steve Smedley Sent: Fri 6/22/2007 8:25 AM To: sgraham@coj.us Subject: Fleet Landing -Community Center Plans Good morning Shirley, My RPC folks want me to follow up with City of Jacksonville Fire Plans Review on our community center plans. When we turned them in to you, were they given an application number, or some kind of reference number? Thanks, Steve 6/25/2007 CITY OF ATLANTIC BEACH PERMIT } BUILDING / ZONING DEPARTMENT APPLICATION # s-) 800 Seminole Road "r Atlantic Beach.Florida 32233 (904)247-5800 U;319' (904)247-5845 Fax www.coab.us j APPLICATION TRACKING FORM REQUIRED DEPT: Y N PLANNING Q� i 19 Y N BUILDING Property Address: '— Z Q = Y N PUBLIC WORKS Applicant: ' ' ` 0 Y N PUBLIC UTILITIES Y G Y N FIRE DEPT. Project: L Y N PUBLIC SAFETY D cn APPROVAL Pl v o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z Y N D.E.P HUFSTETLER N Q� O Y N S.J.R.W.M. CARPER C; LU LU Y N ARMY CORPS of ENG CARPER F- C O Y N HOTELS&RESAURANTS HUFSTETLER N, AI Oi APPLICATION STATUS St; CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: `i ® ® 1ST REV Er 4p ati no '01 PLANNING 17U ® ® 2ND REV BUILDING tE PUBLIC WORKS N PUBLIC UTILITIES 3E �2 FIRE DEPT. nv PUBLIC SAFETY or, ® ® 3RD REV 19 gm vor is L tat Return this form to the Building Department once you have entered your comments into the AS400. S ProjectlD By Sheet# Date /�- 1--2. -07 A113EL PROJECT Consulting Engineersl'G�i� AB leteo-'I/ote ooeao� Vla A T� LD�t Rel 4r 7 /045 A / 57 [ ?. 2 3 lS f, 8t. /� 7 3-5.S- 51= �.¢� d+:: s` 0^ Rs@ s '� RAGG�n�• r � 13 _ °m9 ,•¢ Le ems, K@g'd@ p . . w'ss & 0. @!s 44 ?@t.?..F ,•.eie a6'.�� A @ �tiSi Ea$� -¢ -.9 w 1 3 U TT � @o.,::�.a; �. .g�•,E__ � ..._--•spa' ,6� � JA, CD.._g!.] 8,•.5.59 = _ �.' 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I �S �a :TCD T - if �`>✓ CD I .6 all , x h I._rs3L 3..sTa�, xs .ez. �1aC r a i x9.R.a K i Pr 'is.obi.3f t.xar"'� YS@ 3 s Q,� @ @ P.n i'@ICi'•5T F T a � O iR a ' :.+$ tf $ g, 85 +@b $K,Q♦6n'a.3P: A { rbxE1125e @i6.]5" @-0,i S '.91'• P ^ 15 16x 166i:r.ibp,{+' _ FB.A•+e:T y 3 ca .s at.-r9T --'+3.'+. K.4". •.@,b.>T _r.�15<c- b sx.v_ KA,5 x>.9r � � r. . .9T a.s �,sbc,. Ka,Sf.T 6 r],5T as .9A.�,a,: � :�_65.n .5a 11 IT � �CD I ITK@,Rv a6r >15.a Px181T - Y6@iQxtm -- .5a 9 ... rta,a,a`T- .. C. .sT..sa,�•.,. r6a+e.e, K-aav]sT". '- '#sa Gst� .- ')6a ox,.r r,9,,.eT. rt@wv�+p;,s..:sr o O ..,�. ra4 K K.@pxAS�@9{G.Sf 1G a0ea TT E4o, ' --. �"Afta' ,ex)ST @. C@I6x]6T t@tev9i x, afO—ErbT: K@,,...T ~ T @ asri, xl @ n_;.. 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IT. _ � O . sT,_ _ C _ e6T - T - _ r CD STr, M 1, .,: - CD •ee epS.osT. ,Ys rt. 11 nT'r `•_ J rTF V fJ J r p Cn � O 8 n a w N 05 N O O V .75 Fourth F1001T.cp[-3126/2007 Design Summary: Latitude Top Reinforcement Plan , r . 1�rsT 6.,,], .,. .� 6 r .T r o,s. ,n.�� •a ]Sa.eTT. 6r 'I ..zsT ` 1.ar711 u T 0r, V, 1]T._ 4? w ,w.ST-YT1 nNraS�s T f.1i { sf GIyt,IT I ❑Iai I r 1 611,lT -121 1•IY.S.."5T /N••rS i. ]� 'T ]ll�<5t &h_.'.i II Iti5vtl5 i. I ' y�vIT oI1.,NT. �/.IT 1....6i5v6.a 1. 6Yav�l I 5YSx •i Yar i.S i. 5Y5SST. B m:;r2' ..6YSr O5i xaSY IMIr 1 Y} 1. eWu r3T( y., °' s.s. s T .aST 6 t W isl 5,T§T r3rF1 j 1 I ' 1 5 YS.e T_ � GI1 it IjwkE, .. Ji•: T a ,75 Fourth Floor.cpt-3/26/2007 Design Summary: Bottom Reinforcement Plan ,nd w�.�. .ted "ad6 t U y: v a t I ry :SH _rte ay1♦P" B � � 1025.1Fa � ,$P I.B `- m , � o u. n • eaUx,9 Ps,tUd a V .. m n L - � 'ePs.tFd. B rvFUF a>b*'Pn: : I i �•� Fws 2 u.tn�.- n - - S C 1 x g I Il C j i I i I / a 3 aMg S B I • - e. v o t9Ps..,H- f ___._ u. L� ry. TTi i `%;: i. •v m r. yy 91� y RAM Concrete Column vl 1.1 T Brian Abel ty RAM Database: Apartment Model 03/26/07 13:44:28 mt"m,w Building Code: IBC Concrete Code: ACI 318-02 Location: (1-Q) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 11 Roof Column 1 1445 (3 x 4) 1.51 0.21 #3@ 9.0" 0'-0"-10'-8" 0.07 11 4th Column 1 1445 (3 x 4) 1.51 0.33 #3@ 9.0" 0'-0"-10'-8" 0.12 11 3rd Column 1 1445 (3 x 4) 1.51 0.30 #3@ 9.0" 01-0"-10'-8" 0.11 11 2nd Column 1 1445 (3 x 4) 1.51 0.30 #3@ 9.0" 0'-0"-10'-8" 0.10 Location: (1-S) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 6 Roof Column 1 1445 (3 x 4) 1.51 0.25 #3@ 9.0" 0'-0"-10'-8" 0.06 6 4th Column 1 1445 (3 x 4) 1.51 0.37 #3@ 9.0" 0'-0"-10'-8" 0.13 6 3rd Column 1 1445 (3 x 4) 1.51 0.33 #3@ 9.0" 0'-0"-10'-8" 0.13 6 2nd Column 1 1445 (3 x 4) 1.51 0.31 #3@ 9.0" 0'-0"-10'-8" 0.09 Location: (0.50ft-119.25ft) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 54 Roof Column 1 1445 (3 x 4) 1.51 0.10 #3@ 9.0" 0'-0"-10'-8" 0.07 54 4th Column 1 1445 (3 x 4) 1.51 0.15 #3@ 9.0" 0'-0"-10'-8" 0.09 54 3rd Column 1 1445 (3 x 4) 1.51 0.16 #3@ 9.0" 0'-0"-10'-8" 0.09 54 2nd Column 1 1445 (3 x 4) 1.51 0.17 #3@ 9.0" 0'-0"-10'-8" 0.10 Location: (0.50ft-175.63ft) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 53 Roof Column 1 1445 (3 x 4) 1.51 0.12 #3@ 9.0" 0'-0"-10'-8" 0.04 53 4th Column 1 1445 (3 x 4) 1.51 0.22 #3@ 9.0" 0'-0"-10'-8" 0.07 53 3rd Column 1 1445 (3 x 4) 1.51 0.23 #3@ 9.0" 0'-0"-10'-8" 0.07 53 2nd Column 1 1445 (3 x 4) 1.51 0.24 #3@ 9.0" 0'-0"-10'-8" 0.10 Location: (2-H) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 36 Roof Column 1 647 1.25 0.03 #3(C)@ 12.0" 0'-0"-10'-8" 0.01 36 4th Column 1 647 1.25 0.05 #3(C)@ 12.0" 0'-0"-10'-8" 0.02 Concrete Column Design Summary_ VN RAM Concrete Column v11.1 Page 2/12 N Brian Abel UM Database: Apartment Model 03/26/07 13:44:28 Building Code: IBC Concrete Code: ACI 318-02 No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 36 3rd Column 1 647 1.25 0.04 #3(C)@ 12.0" 0'-0"-10'-8" 0.02 36 2nd Column 1 647 1.25 0.16 #3(C)@ 12.0" 0'-0"-10'-8" 0.08 Location: (2-J) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 35 Roof Column 1 647 1.25 0.05 #3(C)@ 12.0" 0'-0"-10'-8" 0.02 35 4th Column 1 647 1.25 0.04 #3(C)@ 12.0" 0'-0"-10'-8" 0.02 35 3rd Column 1 647 1.25 0.04 #3(C)@ 12.0" 0'-0"-10'-8" 0.02 35 2nd Column 1 647 1.25 0.16 #3(C)@ 12.0" 0'-0"-10'-8" 0.07 Location: (3-G) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 34 Roof Column 1 1445 (3 x 4) 1.51 0.02 #3@ 9.0" 0'-0"-10'-8" 0.01 34 4th Column 1 1445 (3 x 4) 1.51 0.03 #3@ 9.0" 0'-0"-10'-8" 0.01 34 3rd Column 1 1445 (3 x 4) 1.51 0.04 #3@ 9.0" 0'-0"-10'-8" 0.01 34 2nd Column 1 1445 (3 x 4) 1.51 0.08 #3@ 9.0" 0'-0"-10'-8" 0.03 Location: (3-K) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 33 Roof Column 1 1445 (3 x 4) 1.51 0.03 #3@ 9.0" 0'-0"-10'-8" 0.01 33 4th Column 1 1445 (3 x 4) 1.51 0.04 #3@ 9.0" 0'-0"-10'-8" 0.01 33 3rd Column 1 1445 (3 x 4) 1.51 0.04 #3@ 9.0" 0'-0"-10'-8" 0.01 33 2nd Column 1 1445 (3 x 4) 1.51 0.10 #3@ 9.0" 0'-0"-10'-8" 0.05 Location: (4-S) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 7 Roof Column 2 648 1.19 0.45 #3(C)@ 15.0" 0'-0"-8'-8" 0.23 #3(C)@ 12.0" 8'-8"-10'-8" 0.22 7 4th Column 2 648 1.19 0.20 #3(C)@ 15.0" 0'-0"-9'-8" 0.08 #3(C)@ 12.0" 9'-8"-10'-8" 0.08 7 3rd Column 2 648 1.19 0.36 #3(C)@ 15.0" 0'-0"-9'-8" 0.09 #3(C)@ 12.0" 9'-8"-10'-8" 0.09 Concrete Column Design Summary RAM Concrete Column vl 1.1 Page 3/12 {V Brian Abel RAM Database: Apartment Model 03/26/07 13:44:28 �^ Building Code: IBC Concrete Code: ACI 318-02 No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 7 2nd Column 3 647 1.15 0.66 #3(C)@ 12.0" 0'-0"-10'-8" 0.08 Location: (4-T) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 2 Roof Column 1 1445 (3 x 4) 1.51 0.24 #3@ 9.0" 0'-0"-10'-8" 0.12 2 4th Column 1 1445 (3 x 4) 1.51 0.40 #3@ 9.0" 0'-0"-10'-8" 0.15 2 3rd Column 1 1445 (3 x 4) 1.51 0.36 #3@ 9.0" 0'-0"-10'-8" 0.14 2 2nd Column 1 1445 (3 x 4) 1.51 0.34 #3@ 9.0" 0'-0"-10'-8" 0.17 Location: (19.41 ft-130.58ft) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 69 Roof Column 2 2044 (6 x 4) 1.00 0.42 #3@ 6.0" 0'-0"-10'-8" 0.10 69 4th Column 2 2044 (6 x 4) 1.00 0.20 #3@ 6.0" 0'-0"-10'-8" 0.10 69 3rd Column 2 2044 (6 x 4) 1.00 0.20 #3@ 6.0" 0'-0"-10'-8" 0.09 69 2nd Column 2 2044 (6 x 4) 1.00 0.29 #3@ 6.0" 0'-0"-10'-8" 0.08 Location: (5-C) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 45 Roof Column 1 1445 (3 x 4) 1.51 0.05 #3@ 9.0" 0'-0"-10'-8" 0.01 45 4th Column 1 1445 (3 x 4) 1.51 0.07 #3@ 9.0" 0'-0"-10'-8" 0.03 45 3rd Column 1 1445 (3 x 4) 1.51 0.07 #3@ 9.0" 0'-0"-10'-8" 0.03 45 2nd Column 1 1445 (3 x 4) 1.51 0.14 #3@ 9.0" 01-0"-10'-8" 0.06 Location: (5-D) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 44 Roof Column 1 1445 (3 x 4) 1.51 0.08 #3@ 9.0" 0'-0"-10'-8" 0.02 44 4th Column 1 1445 (3 x 4) 1.51 0.08 #3@ 9.0" 0'-0"-10'-8" 0.03 44 3rd Column 1 1445 (3 x 4) 1.51 0.08 #3@ 9.0" 0'-0"-10'-8" 0.03 44 2nd Column 1 1445 (3 x 4) 1.51 0.14 #3@ 9.0" 0'-0"-10'-8" 0.05 Location: (5-G) (Check Design Warnings) Concrete Column Design Summary c� RAM Concrete Column vl 1.1 Page 4/12 N Brian Abel Raw Database: Apartment Model 03/26/07 13:44:28 � ^ I Building Code: IBC Concrete Code: ACI 318-02 No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 50 Roof Column 1 1445 (3 x 4) 1.51 0.05 #3@ 3.0" 0'-0"-10'-8" 0.02 50 4th Column 1 1445 (3 x 4) 1.51 0.10 #3@ 3.0" 0'-0"-10'-8" 0.01 50 3rd Column 1 1445 (3 x 4) 1.51 0.23 #3@ 3.0" 0'-0"-10'-8" 0.03 50 2nd Column 1 1445 (3 x 4) 1.51 0.35 #3@ 3.0" 0'-0"-10'-8" 0.06 Location: (5-L) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 29 Roof Column 1 1445 (3 x 4) 1.51 0.22 #3@ 9.0" 0'-0"-10'-8" 0.06 29 4th Column 1 1445 (3 x 4) 1.51 0.38 #3@ 9.0" 0'-0"-10'-8" 0.13 29 3rd Column 1 1445 (3 x 4) 1.51 0.33 #3@ 9.0" 0'-0"-10'-8" 0.13 29 2nd Column 1 1445 (3 x 4) 1.51 0.31 #3@ 9.0" 0'-0"-10'-8" 0.09 Location: (5-M) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 23 Roof Column l 1445 (3 x 4) 1.51 0.34 #3@ 9.0" 0'-0"-10'-8" 0.08 23 4th Column 1 1445 (3 x 4) 1.51 0.52 #3@ 9.0" 0'-0"-10'-8" 0.19 23 3rd Column 1 1445 (3 x 4) 1.51 0.44 #3@ 9.0" 0'-0"-10'-8" 0.18 23 2nd Column 1 1445 (3 x 4) 1.51 0.41 #3@ 9.0" 0'-0"-10'-8" 0.12 Location: (5-0) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 19 Roof Column 1 1445 (3 x 4) 1.51 0.27 #3@ 9.0" 0'-0"-10'-8" 0.11 19 4th Column 1 1445 (3 x 4) 1.51 0.36 #3@ 9.0" 0'-0"-10'-8" 0.13 19 3rd Column 1 1445 (3 x 4) 1.51 0.34 #3@ 9.0" 0'-0"-10'-8" 0.13 19 2nd Column 1 1445 (3 x 4) 1.51 0.32 #3@ 9.0" 0'-0"-10'-8" 0.12 Location: (6-B) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 43 Roof Column 1 1445 (3 x 4) 1.51 0.15 #3@ 9.0" 0'-0"-10'-8" 0.09 43 4th Column 1 1445 (3 x 4) 1.51 0.23 #3@ 9.0" 0'-0"-10'-8" 0.11 43 3rd Column 1 1445 (3 x 4) 1.51 0.25 #3@ 9.0" 0'-0"-10'-8" 0.11 43 2nd Column 1 1445 (3 x 4) 1.51 0.25 #3@ 9.0" 0'-0"-10'-8" 0.11 BUILDING PERMIT APPLICATION r' CITY OF ATLANTIC BEACH un 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)2 45 07 Job Address: Permit Number: Legal Description A4•-717- 81-25-2% 11.1R9s Q1QPrt,�T• s/b PC ur ►aiy 3 VCA o/2 fAUj.I`1t.j Valuation of Work(Replacement Cost) $ .��_3 k-7 1 ■ Class of Work(Circle one): New Addition Alteration Repair Move ■ Use of existing/proposed structures) (Circle one): Commercial Residential ■ If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N IA ■ Is approval of homeowner's association or other private entity required?(Circle one): Yes No Describe in detail the type of work to be performed: C_�7�'i rk crn Property Owner Information t•1r�ht,Le3wiri avi►l Name:> coec � +.gratoul,, .!C. Addre s: ptJF l.PnJ i 04 bLVII'Do City An-maxir- r► State$a,Zip Ala 33—Phone QQ4• moo Contractor Information: Name of Company:?•'1W.Ca Eti.1ep�o-"Co t Qualifying Agent: Rom V<mei fsc.s Address:a% Lr,;rc P_o" City Mtatitic. State r Zip r =Aa Office Phone 91y1'•A444i jg Job Site/Contact Number 904••a41. 4075 State Certification/Registration# Office Fax#._ 904. 2la 1.14 3W Architect Name &Phone# Engineer's Name&Phone# 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 o{{a permit and that all work will be erformed to meet the standards of all laws regulating construction in this jurisdiction, 7`his permit becomes null and voidwark is not commenced within six(6� months, or ij construction or work is suspended or abandoned for a period of six f6) months at any time mer work is commenced. I understand that separate permits must be secured for Electrical ork,Plumbing, Signs, ells,Pools, Furnaces,boilers,Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONB4ENCEMENT 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. thereby certify that I have r d and examined this a lication and know the same to be true d correct. All provisions of laws and ordinances gover g this typ e of work will be complied with whether specified l� r in or not. The granting ra permit does ;eat presume t authori4, to violate or cancel the provisions of any ache federal, state, or local w regulating construction or ormance of construction. Signature of Property Owner: Signature of Contractor Sworn to and subscribed before me Sworn to and subscr' efore e this l(�Day of ►W 'ZOO-1 this M!—!Day of Notary Public: Slucey Blacks Notary� Public: Stacey YCOMMISSION� DD240162 EXPIRES =� Y Brooks a August 11,2007 �,p,,•F„oQ omSSION# D MY COMM) D240 262 EXPIRES REVISED 03.05.07 BONDED August 11, 0 BONDED THRU TROY FAIN INSURANCE,INC Concrete Column Design Summary po RAM Concrete Column v11.1 Page 5/12 mi Fil Brian Abel SAM Database: Apartment Model 03/26/07 13:44:28 Building Code: IBC Concrete Code: ACI 318-02 Location: (6-E) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 42 Roof Column 1 1445 (3 x 4) 1.51 0.19 #3@ 9.0" 0'-0"-10'-8" 0.12 42 4th Column 1 1445 (3 x 4) 1.51 0.26 #3@ 9.0" 0'-0"-10'-8" 0.14 42 3rd Column 1 1445 (3 x 4) 1.51 0.29 #3@ 9.0" 0'41-10'-8" 0.14 42 2nd Column 1 1445 (3 x 4) 1.51 0.28 #3@ 9.0" 0'-0"-10'-8" 0.14 Location: (32.82ft--0.00ft) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 68 Roof Column 1 1445 (3 x 4) 1.51 0.25 #3@ 9.0" 0'-0"-10'-8" 0.09 68 4th Column 1 1445 (3 x 4) 1.51 0.36 #3@ 9.0" 0'-0"-10'-8" 0.14 68 3rd Column 1 1445 (3 x 4) 1.51 0.36 #3@ 9.0" 0'-0"-10'-8" 0.14 68 2nd Column 1 1445 (3 x 4) 1.51 0.36 #3@ 9.0" 0'-0"-10'-8" 0.14 Location: (8-A) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 47 Roof Column 4 1445 (3 x 4) 1.29 0.45 #3@ 9.0" 0'-0"-10'-8" 0.21 47 4th Column 4 1445 (3 x 4) 1.29 0.55 #3@ 9.0" 0'-0"-10'-8" 0.22 47 3rd Column 4 1445 (3 x 4) 1.29 0.49 #3@ 9.0" 0'-0"-10'-8" 0.22 47 2nd Column 4 1445 (3 x 4) 1.29 0.58 #3@ 9.0" 0'-0"-10'-8" 0.30 Location: (8-L) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 30 Roof Column 2 648 1.19 0.27 #3(C)@ 15.0" 0'-0"-8'-8" 0.16 #3(C)@ 12.0" 81-811-10'-8" 0.15 30 4th Column 2 648 1.19 0.26 #3(C)@ 15.0" 0'-0"-9'-8" 0.14 #3(C)@ 12.0" 9'-8"-10'-8" 0.14 30 3rd Column 2 648 1.19 0.35 #3(C)@ 15.0" 0'-0"-9'-8" 0.14 #3(C)@ 12.0" 9'-8"-10'-8" 0.13 30 2nd Column 3 647 1.15 0.66 #3(C)@ 12.0" 01-0"-10'-8" 0.12 Location: (8-M) Concrete Column Design Summary n.. RAM Concrete Column v11.1 Page 6/12 Brian Abel RAM Database: Apartment Model 03/26/07 13:44:28 Building Code: IBC Concrete Code: ACI 318-02 No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 24 Roof Column 2 648 1.19 0.18 #3(C)@ 15.0" 0'-0"-8'-8" 0.07 #3(C)@ 12.0" 8'-8"-10'-8" 0.07 24 4th Column 2 648 1.19 0.25 #3(C)@ 15.0" 0'-0"-9'-8" 0.14 #3(C)@ 12.0" 9'-8"-10'-8" 0.13 24 3rd Column 2 648 1.19 0.44 #3(C)@ 15.0" 0'-0"-9'-8" 0.14 #3(C)@ 12.0" 9'-8"-10'-8" 0.14 24 2nd Column 3 647 1.15 0.81 #3(C)@ 12.0" 0'-0"-10'-8" 0.07 Location: (8-0) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 20 Roof Column 2 2044 (6 x 4) 1.00 0.31 #3@ 6.0" 0'-0"-10'-8" 0.10 20 4th Column 2 2044 (6 x 4) 1.00 0.29 #3@ 6.0" 0'-0"-10'-8" 0.14 20 3rd Column 2 2044 (6 x 4) 1.00 0.45 #3@ 6.0" 0'-0"-10'-8" 0.14 20 2nd Column 2 2044 (6 x 4) 1.00 0.65 #3@ 6.0" 0'-0"-10'-8" 0.16 Location: (8-S) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 8 Roof Column 2 648 1.19 0.44 #3(C)@ 15.0" 0'-0"-8'-8" 0.23 #3(C)@ 12.0" 8'-8"-10'-8" 0.22 8 4th Column 2 648 1.19 0.21 #3(C)@ 15.0" 0'4"-9'-8" 0.10 #3(C)@ 12.0" 9'-8"-10'-8" 0.09 8 3rd Column 2 648 1.19 0.37 #3(C)@ 15.0" 0'-0"-9'-8" 0.10 #3(C)@ 12.0" 9'-8"-10'-8" 0.10 8 2nd Column 3 647 1.15 0.69 #3(C)@ 12.0" 0'-0"-10'-8" 0.05 Location: (8-T) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 51 Roof Column 1 1445 (3 x 4) 1.51 0.13 #3@ 9.0" 0'-0"-10'-8" 0.04 51 4th Column 1 1445 (3 x 4) 1.51 0.27 #3@ 9.0" 0'-0"-10'-8" 0.10 51 3rd Column 1 1445 (3 x 4) 1.51 0.33 #3@ 9.0" 0'-0"-10'-8" 0.11 51 2nd Column 1 1445 (3 x 4) 1.51 0.47 #3@ 9.0" 0'-0"-10'-8" 0.10 Location: (41.66ft-180.42ft) Concrete Column Design Summary 4 RAM Concrete Column v 11.1 Page 7112 Brian Abel RAM Database: Apartment Model 03/26/07 13:44:28 tn"Tr-� Building Code: IBC Concrete Code: ACI 318-02 No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 55 Roof Column 1 1445 (3 x 4) 1.51 0.11 #3@ 9.0" 0'-0"-10'-8" 0.07 55 4th Column 1 14-45 (3 x 4) 1.51 0.17 #3@ 9.0" 0'-0"-10'-8" 0.10 55 3rd Column 1 1445 (3 x 4) 1.51 0.17 43@ 9.0" 0'-0"-10'-8" 0.10 55 2nd Column 1 1445 (3 x 4) 1.51 0.22 43@ 3.0" 0'-0"-10'-8" 0.08 Location: (9-A) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 48 Roof Column 4 14-45 (3 x 4) 1.29 0.55 #3@ 9.0" 0'-0"-10'-8" 0.16 48 4th Column 4 14-45 (3 x 4) 1.29 0.71 #3@ 9.0" 0'-0"-10'-8" 0.31 48 3rd Column 4 1445 (3 x 4) 1.29 0.61 #3@ 9.0" 0'-0"-10'-8" 0.30 48 2nd Column 4 1445 (3 x 4) 1.29 0.74 #3@ 9.0" 0'-0"-10'-8" 0.41 Location: (9-F) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 38 Roof Column 2 648 1.19 0.57 #3(C)@ 15.0" 0'4"-8'-8" 0.16 #3(C)@ 12.0" 8'-8"-10'-8" 0.15 38 4th Column 2 648 1.19 0.50 #3(C)@ 6.0" 0'-0"-10'-8" 0.30 38 3rd Column 2 648 1.19 0.59 #3(C)@ 15.0" 0'-0"-9'-8" 0.42 #3(C)@ 12.0" 9'-8"-10'-8" 0.40 38 2nd Column 3 649 1.91 0.99 #3(C)@ 18.0" 0'-0"-9'-8" 0.21 #3(C)@ 12.0" 9'-8"-10'-8" 0.20 Location: (9-L) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 31 Roof Column 2 648 1.19 0.10 #3(C)@ 15.0" 0'-0"-8'-8" 0.05 #3(C)@ 12.0" 8'-8"-10'-8" 0.05 31 4th Column 2 648 1.19 0.26 #3(C)@ 15.0" 0'-0"-9'-8" 0.13 #3(C)@ 12.0" 9'-8"-10'-8" 0.12 31 3rd Column 2 648 1.19 0.39 #3(C)@ 15.0" 0'-0"-9'-8" 0.13 #3(C)@ 12.0" 9'-8"-10'-8" 0.12 31 2nd Column 3 647 1.15 0.73 #3(C)@ 12.0" 0'-0"-10'-8" 0.10 Location: (9-M) Concrete Column Design Summary RAM Concrete Column v11.1 Page 8/12 M Brian Abel RAN Database: Apartment Model 03/26/07 13:44:28 IVERNATK'a w Building Code: IBC Concrete Code: ACI 318-02 No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 25 Roof Column 2 648 1.19 0.18 #3(C)@ 15.0" 01-0"-8'-8" 0.08 #3(C)@ 12.0" 8'-8"-10'-8" 0.07 25 4th Column 2 648 1.19 0.24 #3(C)@ 15.0" 0'-0"-9'-8" 0.14 #3(C)@ 12.0" 9'-8"-10'-8" 0.14 25 3rd Column 2 648 1.19 0.42 #3(C)@ 15.0" 0'-0"-9'-8" 0.15 #3(C)@ 12.0" 9'-8"-10'-8" 0.14 25 2nd Column 3 647 1.15 0.78 #3(C)@ 12.0" 0'-0"-10'-8" 0.07 Location: (9-0) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 21 Roof Column 2 648 1.19 0.18 #3(C)@ 15.0" 0'-0"-8'-8" 0.07 #3(C)@ 12.0" 8'-8"-10'-8" 0.07 21 4th Column 2 648 1.19 0.24 #3(C)@ 15.0" 0'-0"-9'-8" 0.15 #3(C)@ 12.0" 9'-8"-10'-8" 0.14 21 3rd Column 2 648 1.19 0.43 #3(C)@ 15.0" 0'-0"-9'-8" 0.15 #3(C)@ 12.0" 91-811-10'-8" 0.14 21 2nd Column 3 647 1.15 0.79 #3(C)@ 12.0" 0'-0"-10'-8" 0.08 Location: (9-Q) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 15 Roof Column 2 648 1.19 0.24 #3(C)@ 15.0" 0'-0"-8'-8" 0.10 #3(C)@ 12.0" 8'-8"-10'-8" 0.09 15 4th Column 2 648 1.19 0.27 #3(C)@ 15.0" 0'-0"-9'-8" 0.19 #3(C)@ 12.0" 9'-8"-10'-8" 0.18 15 3rd Column 2 648 1.19 0.44 #3(C)@ 15.0" 0'-0"-9'-8" 0.19 #3(C)@ 12.0" 9'-8"-10'-8" 0.18 15 2nd Column 3 647 1.15 0.82 #3(C)@ 12.0" 0'-011-10'-8" 0.09 Location: (9-S) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 9 Roof Column 2 648 1.19 0.36 #3(C)@ 15.0 0'-0"-8'-8" 0.18 #3(C)@ 12.0" 8'-8"-10'-8" 0.17 Concrete Column Design Summary RAM Concrete Column v11.1 Page 9/12 N Brian Abel 'h RAN Database: Apartment Model 03/26/07 13:44:28 Building Code: IBC Concrete Code: ACI 318-02 No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 9 4th Column 2 648 1.19 0.27 #3(C)@ 15.0" 0'4"-9'-8" 0.15 #3(C)@ 12.0" 9'-8"-10'-8" 0.14 9 3rd Column 2 648 1.19 0.47 #3(C)@ 15.0" 0'4"-9'-8" 0.14 #3(C)@ 12.0" 9'-8"-10'-8" 0.13 9 2nd Column 3 647 1.15 0.87 #3(C)@ 12.0" 0'-0"-10'-8" 0.10 Location: (9-U) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 4 Roof Column 1445 (3 x4) 1.29 0.37 #3@ 9.0" 0'-0"-10'-8" 0.11 4 4th Column 4 1445 (3 x 4) 1.29 0.55 #3@ 9.0" 0'-0"-10'-8" 0.21 4 3rd Column 4 1445 (3 x 4) 1.29 0.46 #3@ 9.0" 0'-0"-10'-8" 0.21 4 2nd Column 4 1445 (3 x 4) 1.29 0.49 #3@ 9.0" 0'-0"-10'-8" 0.27 Location: (87.66ft-0.00ft) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 67 Roof Column 1 1445 (3 x 4) 1.51 0.50 #3@ 9.0" 0'-0"-10'-8" 0.17 67 4th Column 1 1445 (3 x 4) 1.51 0.62 #3@ 9.0" 0'-0"-10'-8" 0.25 67 3rd Column 1 1445 (3 x 4) 1.51 0.61 #3@ 9.0" 0'-0"-10'-8" 0.24 67 2nd Column 1 1445 (3 x 4) 1.51 0.60 #3@ 9.0" 0'-0"-10'-8" 0.24 Location: (87.66ft-180.42ft) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 56 Roof Column 1 1445 (3 x 4) 1.51 0.32 #3@ 9.0" 0'-0"-10'-8" 0.10 56 4th Column 1 1445 (3 x 4) 1.51 0.40 #3@ 9.0" 0'-0"-10'-8" 0.16 56 3rd Column 1 1445 (3 x 4) 1.51 0.43 #3@ 9.0" 0'-0"-10'-8" 0.16 56 2nd Column 1 1445 (3 x 4) 1.51 0.42 #3@ 9.0" 0'-0"-10'-8" 0.13 Location: (10-F) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 39 Roof Column 1 1445 (3 x 4) 1.51 0.25 #3@ 9.0" 0'-0"-10'-8" 0.06 39 41h Column 1 1445 (3 x 4) 1.51 0.29 #3@ 9.0" 0'-0"-10'-8" 0.15 39 3rd Column 1 1445 (3 x 4) 1.51 0.38 #3@ 9.0" 0'-0"-10'-8" 0.15 Concrete Column Design Summary RAM Concrete Column v11.1 Page 10/12 rn Brian Abel M RAM Database: Apartment Model 03/26/07 13:44:28 ,NTE"TK'AW+L Building Code: IBC Concrete Code: ACI 318-02 No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 39 2nd Column 1 1445 (3 x 4) 1.51 0.55 #3@ 9.0" 0141-10'-8" 0.11 Location: (10-L) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 32 Roof Column 1 1445 (3 x 4) 1.51 0.32 #3@ 9.0" 0'-0"-10'-8" 0.08 32 4th Column 1 1445 (3 x 4) 1.51 0.47 43@ 9.0" 0'-0"-10'-8" 0.17 32 3rd Column 1 1445 Q x 4) 1.51 0.40 #3@ 9.0" 0'-0"-10'-8" 0.17 32 2nd Column 1 1445 (3 x 4) 1.51 0.37 #3@ 9.0" 0'-0"-10'-8" 0.11 Location: (10-M) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 26 Roof Column 1 1445 (3 x 4) 1.51 0.17 #3@ 9.0" 0'-0"-10'-8" 0.04 26 4th Column 1 1445 (3 x 4) 1.51 0.29 #3@ 9.0" 0'-0"-10'-8" 0.11 26 3rd Column 1 1445 (3 x 4) 1.51 0.33 #3@ 9.0" 0'-0"-10'-8" 0.11 26 2nd Column 1 1445 (3 x 4) 1.51 0.47 #3@ 9.0" 0'41-10'-8" 0.12 Location: (10-0) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 22 Roof Column 1 1445 (3 x 4) 1.51 0.33 #3@ 9.0" 0'-0"-10'-8" 0.08 22 4th Column 1 1445 (3 x 4) 1.51 0.49 #3@ 9.0" 0'-0"-10'-8" 0.18 22 3rd Column 1 1445 (3 x 4) 1.51 0.42 #3@ 9.0" 0'-0"-10'-8" 0.17 22 2nd Column 1 1445 (3 x 4) 1.51 0.40 #3@ 9.0" 0'-0"-10'-8" 0.12 Location: (10-Q) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 16 Roof Column 1 1445 (3 x 4) 1.51 0.14 #3@ 9.0" 0'-011-10'-8" 0.07 . 16 4th Column 1 1445 (3 x 4) 1.51 0.24 #3@ 9.0" 0'-0"-10'-8" 0.08 16 3rd Column 1 1445 (3 x 4) 1.51 0.25 #3@ 9.0" 0'-0"-10'-8" 0.08 16 2nd Column 1 1445 (3 x 4) 1.51 0.36 #3@ 9.0" 0'-0"-10'-8" 0.11 Location: (88.16ft-156.08ft) Concrete Column Design Summary Fil RAM Concrete Column v11.1 Page 11/12 Brian Abel RAMDatabase: Apartment Model 03/26/07 13:44:28 M Building Code: IBC Concrete Code: ACI 318-02 No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 70 Roof Column 4 1445 (3 x 4) 1.29 0.22 #3@ 9.0" 0'-0"-10'-8" 0.07 70 4th Column 4 1445 (3 x 4) 1.29 0.37 #3@ 9.0" 0'-0"-10'-8" 0.13 70 3rd Column 4 1445 (3 x 4) 1.29 0.35 #3@ 9.0" 0'-0"-10'-8" 0.12 71 2nd Column 4 1445 (3 x 4) 1.29 0.35 #3@ 9.0" 0'-0"-10'-8" 0.15 Location: (88.66ft-144.17ft) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 57 Roof Column 1 1445 (3 x 4) 1.51 0.10 #3@ 9.0" 0'-0"-10'-8" 0.04 57 4th Column 1 1445 (3 x 4) 1.51 0.17 #3@ 9.0" 0'-0"-10'-8" 0.10 57 3rd Column 1 1445 (3 x 4) 1.51 0.17 43@ 9.0" 0'-0"-10'-8" 0.10 57 2nd Column 1 1445 (3 x 4) 1.51 0.22 #3@ 9.0" 0'-0"-10'-8" 0.10 Location: (97.67ft-131.08ft) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 61 Roof Column 1 1445 (3 x 4) 1.51 0.06 #3@ 9.0" 0'-0"-10'-8" 0.03 61 4th Column 1 1445 (3 x 4) 1.51 0.05 #3@ 9.0" 0'-0"-10'-8" 0.03 61 3rd Column 1 1445 (3 x 4) 1.51 0.06 #3@ 9.0" 0'-0"-10'-8" 0.02 61 2nd Column 1 1445 (3 x 4) 1.51 0.25 #3@ 9.0" 0'-0"-10'-8" 0.08 Location: (97.67ft-143.67ft) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 60 Roof Column 1 1445 (3 x 4) 1.51 0.03 #3@ 9.0" 0'-0"-10'-8" 0.01 60 4th Column 1 1445 (3 x 4) 1.51 0.06 #3@ 9.0" 0'-0"-10'-8" 0.03 60 3rd Column 1 1445 (3 x 4) 1.51 0.05 #3@ 9.0" 0'-0"-10'-8" 0.02 60 2nd Column 1 1445 (3 x 4) 1.51 0.25 #3@ 9.0" 0'-0"-10'-8" 0.09 Location: (99.67ft-31.08ft) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 65 Roof Column 1 1445 (3 x 4) 1.51 0.06 #3@ 9.0" 0'-0"-10'-8" 0.02 65 4th Column 1 1445 (3 x 4) 1.51 0.05 #3@ 9.0" 0'-0"-10'-8" 0.03 65 3rd Column 1 1445 (3 x 4) 1.51 0.06 #3@ 9.0" 0'-0"-10'-8" 0.03 65 2nd Column 1 1445 (3 x 4) 1.51 0.25 #3@ 9.0" 0'-0"-10'-8" 0.09 Concrete Column Design Summary RAM Concrete Column v11.1 Page 12/12 Brian Abel RAM Database: Apartment Model 03/26/07 13:44:28 SME ^ Building Code: IBC Concrete Code: ACI 318-02 Location: (99.67ft-43.67ft) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 64 Roof Column 1 1445 (3 x 4) 1.51 0.12 #3@ 9.0" 0'-0"-10'-8" 0.05 64 4th Column 1 1445 (3 x 4) 1.51 0.17 #3@ 9.0" 0'-0"-10'-8" 0.06 64 3rd Column 1 1445 (3 x 4) 1.51 0.17 #3@ 9.0" 0'-0"-10'-8" 0.06 64 2nd Column 1 1445 (3 x 4) 1.51 0.26 43@ 9.0" 0'-0"-10'-8" 0.09 Location: (99.67ft-81.00ft) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 63 Roof Column 1 1445 (3 x 4) 1.51 0.07 #3@ 9.0" 0'-0"-10'-8" 0.03 63 4th Column 1 1445 (3 x 4) 1.51 0.05 #3@ 9.0" 0'-0"-10'-8" 0.03 63 3rd Column 1 1445 (3 x 4) 1.51 0.07 #3@ 9.0" 0'-0"-10'-8" 0.03 63 2nd Column 1 1445 (3 x 4) 1.51 0.25 #3@ 9.0" 0'-0"-10'-8" 0.09 Location: (99.67ft-93.67ft) No. Level Section Longitudinal Rho % Ld/Cap Transverse Ld/Cap 62 Roof Column 1 1445 (3 x 4) 1.51 0.15 #3@ 9.0" 0'-0"-10'-8" 0.06 62 4th Column 1 1445 (3 x 4) 1.51 0.20 #3@ 9.0" 0'-0"-10'-8" 0.08 62 3rd Column 1 1445 (3 x 4) 1.51 0.21 #3@ 9.0" 0'-0"-10'-8" 0.08 62 2nd Column 1 1445 (3 x 4) 1.51 0.25 #3@ 9.0" 0'-0"-10'-8" 0.09 34 ProjectlD^� By Sheet# Date ,,., ... . .. m.. . . (Ifo%cS �• /'Z 3 -� �' ABEL PROJECT Consulting Engineers -e e 1. /JLa.w, l 18�Z��B�Z,�/5l�rCF�= 338,w1� 2 40(- f- j. to I170) W12. U Y'k 4 = 3 3.5 7 /Z fig " C i %a t ..�. .,. a � 3 -7 814 W.Diamond Ave,Suite 630 Tel 301-258-8884 Gaithersburg,MD 20878 2kFax 301-258-9457 www.ACEPA.net info@ACEPA.net r1sultii11Lg Engineeras Al CONCRETE BEAM SOLVER [RECTANGULAR BEAM] Must provide factored Moment and Shear (1.2D+1.6L) PER ACI-3 1 B-02 FLEXURAL DESIGN: STEEL AREA LIMITS: Mu= 260 k-ft ACI § 10.5.1 [MINIMUM FLEXURAL REINFORCEMENT] V°= 33.5 kips 3 fel/2 200 bw d Shear legs = 2 legs '45 fy b„,d = 0.85 int > fy = 0.9 int fc= 4 ksi fy= 60 ksi ACI 6 10.3.3 ACI-318-99[MAXIMUM FLEXURAL REINFORCEMENT] d= 15.00 in As 0.85 f,;87000 _ 2 b= 18 in S_ �a R' b d fy[87000+fy] - 5.77 in R�= 0.85 M AS fy(d a/2) = 4.52 int a= As fy = 4.43 in 0.85 fc b SHEAR DESIGN: A„_ s N.-0 V.) ACI 11.5.4.1, 11.5.4.3 [MAXIMUM SPACING OF SHEAR REINFORCEMENT] 0 fy d smAx=d/2 < 24 = 7.5 in if VS>4 f,1/2 b,N d => 3.75 = 68.3 kips OVA 0.75[2-f,'/2 b d] ACI § 11.5.6.9[MAXIMUM STEEL SHEAR STRESS] 26 kip V5= 8 fr"2 b,,,d = 137 kip ACI S 11.5.5[MINIMUM AREA OF STEEL] CVs=V„oV. A _ 0.75 bN,s fc'12 50 b,s No stirrups needed when V,min- � fy fy V„< /2 W. REINFORCEMENT REQUIREMENTS: FLEXURE REINFORCEMENT SHEAR REINFORCEMENT m (D ¢ j2 o ro N ( rn > ` a Z X �° C �. p rn m z ¢ M a Z co o > M #3 3/8 42 4.62 10 5 (1) V„ 34 25 17 8 [kips] #4 1/2 23 4.60 10 3 (1) ¢VS 8 0 0 0 [kips] #5 5/8 15 4.65 9 2 (1) smax 7 7 7 7 [in] #6 3/4 11 4.84 8 2 (1) A„min/s 0.17 0.17 0.17 0.17 [In` /ft] #7 7/8 8 4.80 8 1 A,,,,,q/s 0.17 0.17 0.17 0.17 [In` /ft] #8 1 6 4.74 7 1 Maximum Stirrup Spacing Options #9 1 1/8 5 5.00 6 1 #3 7 7 7 N/A [in] #10 1 1/4 4 5.08 6 1 #4 7 7 7 N/A [in] #11 1 3/8 3 4.68 5 1 #5 7 7 7 N/A [in] #14 1 3/4 3 6.75 4 1 "•1 1/2"cover and#4 stirrups assumed to determine#of bars per layer N/A denotes no stirrups required for this segment of beam (1)V should be measured to centroid of reinforcement layers 38 ProjectlD By Sheet# Date Dlp/as 1 -2-3 -07 ABEL PROJECT Consulting Engineers ,�, W. = Bl z) A 07e / z 2 ' Fx]k,or• K o v Cjt4 NZ 27 v r�G 382w/ -,j �• ? ( �o y1} - • b zip J = �• 3,0/ Al - 13x -3/ = /3Gk- 8 2 �a 39' 814 W.Diamond Ave, Suite 630 Tel 301-258-8884 Gaithersburg,MD 20878 Fax 301-258-9457 www.ACEPA.net info@ACEPA.net -Ex 7?-2VD01!f44C"risultbag Eng Lix*--ers CONCRETE BEAM SOLVER [RECTANGULAR BEAM] Must provide factored Moment and Shear (1.2D+1.6L) PER ACI-3 1 8-02 FLEXURAL DESIGN: STEEL AREA LIMITS: Mu= 129.5 k-ft ACI § 10.5.1 [MINIMUM FLEXURAL REINFORCEMENT] V„= 16.7 kips 3 f,1/2 2 200 bw d 2 AS= b,,d - 0.57 in > = 0.6 in Shear legs= 2 legs fy fy fc= 4 ksi fy= 60 ksi ACI § 10.3.3 ACI-318-99[MAXIMUM FLEXURAL REINFORCEMENT] d= 15.00 in 3 0.85 f 87000 _ 2 b= 12 in AS_ �a R' b d fy[87000+fy] - 3.85 in (31= 0.85 MU 2 A,= fy(d-'/2) = 2.14 in a= 86f�b = 3.15 in 0 SHEAR DESIGN: g(VU-�VJ ACI § 11.5.4.1, 11.5.4.3[MAXIMUM SPACING OF SHEAR REINFORCEMENT) Av �fy d smAx=d/2 <_ 24= 7.5 in if VS>4 fc"2 bN,d => 3.75 = 45.5 kips �Vr= 0.75[2*fr112 b d] ACI § 11.5.6.9[MAXIMUM STEEL SHEAR STRESS] = 17 kip VS 8 f,112 by d = 91 kip ACI § 11.5.5[MINIMUM AREA OF STEEL] CVs=V.0. 0.75 b,,s f.1/2 50 by s No stirrups needed when kmin= fy fy Vu< 1/2 W. REINFORCEMENT REQUIREMENTS: FLEXURE REINFORCEMENT SHEAR REINFORCEMENT a� C >+ 0' N C i a Z O X T _C >+ O #3 3/8 20 2.20 6 4 (1) V„ 17 13 8 4 [kips] #4 1/2 11 2.20 6 2 (1) �VS 0 0 0 0 [kips] #5 5/8 7 2.17 5 2 (1) smax 7 7 7 7 [in] #6 3/4 5 2.20 5 1 Av,min/S 0.11 0.11 0.11 0.11 [In` /ft] #7 7/8 4 2.40 4 1 Av,feQ/s 0.11 0.11 0.11 0.11 [In`/ft] #8 1 3 2.37 4 1 Maximum Stirrup Spacing Options #9 1 1/8 3 3.00 4 1 #3 7 7 N/A N/A [in] #10 1 1/4 2 2.54 3 1 #4 7 7 N/A N/A [in] #11 1 3/8 2 3.12 3 1 #5 7 7 N/A N/A [in] #14 1 3/4 1 2.25 2 1 **1 1/2"cover and#4 stirrups assumed to determine#of bars per layer N/A denotes no stirrups required for this segment of beam (1)V should be measured to centroid of reinforcement layers 814 W.Diamond Ave,Suite 630 Tel 301-258-8884 Gaithersburg,MD 20878lk Fax 301-258-9457 www.ACEPA.net info@ACEPA.net T}�J�/`�L Consulting Engin��rs CONCRETE BEAM SOLVER i.RECTANGULAR BEAMI Must provide factored Moment and Shear (1.2D+1.6L) PER ACI-31 B-02 FLEXURAL DESIGN: STEEL AREA LIMITS: Mu= 136 k-ft ACI 10.5.1 [MINIMUM FLEXURAL REINFORCEMENT] Vu= 17.5 kips 3 fc'/2 200 bw d Shear legs= 2 legs '4s= fy bW d = 0.66 int > fy = 0.69 int fc= 4 ksi V 60 ksi ACI 10.3.3 ACI-318-99[MAXIMUM FLEXURAL REINFORCEMENT] d= 13.00 in AS' �s 0.85 f 87000 b= 16 in a R' b d fy[87000+fy] = 4.45 int 01= 0.85 M _ 0 fy(a 2.61 in a/2) = a= As fy = 2.88 in 0.85 fc b SHEAR DESIGN: S Nu-0 VC) ACI § 11.5.4.1, 11.5.4.3[MAXIMUM SPACING OF SHEAR REINFORCEMENT] Av 0fyd s,x=d/2s24= 6.5 in if Vs>4fc"2b,d=> 3.25 = 52.6 kips We 0.75[2 *fc'/2 b d] ACI § 11.5.6.9[MAXIMUM STEEL SHEAR STRESS] = 20 kip Vs=8 fcV2 b„,d= 105 kip ACI 11.5.5[MINIMUM AREA OF STEEL] SVS=VAVc __ 0.75 bW s fc'/2 50 b,s No stirrups needed when Av,mm fy fy Vu< '/2 We REINFORCEMENT REQUIREMENTS: FLEXURE REINFORCEMENT SHEAR REINFORCEMENT d N N C N Q N `� O ` N j Xd M '0Z Z « X G O 7 7 Q Z Q co #3 3/8 24 2.64 9 3 (1) Vu 18 13 9 4 [kips] #4 1/2 14 2.80 8 2 (1) 0 VS 0 0 0 0 [kips] #5 5/8 9 2.79 8 2 (1) Sm' 6 6 6 6 [in] #6 3/4 6 2.64 7 1 A,,,mi„/S 0.15 0.15 0.15 0.15 [In`/ft] #7 7/8 5 3.00 6 1 A,,,,q/s 0.15 0.15 0.15 0.15 [In`/ft] #8 1 4 3.16 6 1 Maximum Stirrup Spacing Options #9 1 1/8 3 3.00 5 1 #3 6 6 N/A N/A [in] #10 1 1/4 3 3.81 5 1 #4 6 6 N/A N/A [in] #11 1 3/8 2 3.12 4 1 #5 6 6 N/A N/A [in] #14 1 3/4 2 4.50 3 1 1 1/2"cover and#4 stirrups assumed to determine#of bars per layer N/A denotes no stirrups required for this segment of beam (1)V should be measured to centroid of reinforcement layers ProjectlD By Sheet# Date A�3EL PROJECT Consulting Rrigixxe-eirs ,. .... ,Iyel 4d l • ��C7��'/0/l ��f C' �,,�JJo /.�vu�Z D a.�f ,�t�" 8 J l !7G 35Zy s p Iso pcf 7-007 7 s f::. a•40ICA 8 8 v - Lij..e . 756 x Z Z ProjectlD By Sheet# Date ELoho/aS d0lt PROJECT Consulting Engineers Fl-eet 7en1us,,Ftq'c- 611 zv fi3 9) ` ., V, / z8 r/Y Zs.a7/7 + Zi. L. N zs/y 2512- Cant. SS K ��ST• !�•e a f a _ , y73 x Z8 z ss�as•47LZ.3 lbj y7 3 YZB s S (�s•�� ,- 57 •Q Z Z e 814 W.Diamond Ave,Suite 630 Tel 301-258-8884 Gaithersburg,MD 20878 Fax 301-258-9457 www.ACEPA.net info@ACEPA.net 7"/Zl�'/v.S1�� ;�'rvtConsulting Engineers CONCRETE BEA,MSOLVER (RECTANGULAR BEAMI Must provide factored Moment and Shear (1.2D+1.6L) PER ACI-31 8-172 FLEXURAL DESIGN: STEEL AREA LIMITS: Mu= 164 k-ft ACI § 10.5.1 [MINIMUM FLEXURAL REINFORCEMENT] V„= 57 kips 3 fr1/2 _ 2 200 bw d 2 A5= b,,d - 0.85 in > = 0.9 in Shear legs= 2 legs fy fy f.= 4 ksi V 60 ksi ACI § 10.3.3 ACI-318-99[MAXIMUM FLEXURAL REINFORCEMENT] d= 15.00 in0.85 fr 87000 _ 2 b= 18 in AS '/4 R, b d fy[87000+fy] - 5.77 in Pi= 0.85 As= Mu = 2.66 in fy(d- /2) a= A. fy = 2.61 in 0.85 f,:b SHEAR DESIGN: s N.-�V.) ACI § 11.5.4.1, 11.5.4.3[MAXIMUM SPACING OF SHEAR REINFORCEMENT] Av fy d smAx=d/2 s 24 = 7.5 in if VS>4 fcv2 bN,d=> 3.75 = 68.3 kips �Vc= 0.75 [2 *f,12 b d] ACI § 11.5.6.9[MAXIMUM STEEL SHEAR STRESS] = 26 kip V5=8 fc12 bv,d= 137 kip ACI § 11.5.5[MINIMUM AREA OF STEEL] W.=VAVc v+ � 0.75 b s f,112 50 b,s No stirrups needed when _ Av,min- fy fy Vu< X12 WC REINFORCEMENT REQUIREMENTS FLEXURE REINFORCEMENT SHEAR REINFORCEMENT a3 N O Q O O N > N f4 N rO+ C a 7 ` p ON O X C >, O 7 m Z ) Q ca 2 N M a Z > r` r CL #3 3/8 25 2.75 10 3 (1) Vu 57 43 29 14 [kips] #4 1/2 14 2.80 10 2 (1) 0 Vs 31 17 3 0 [kips] #5 5/8 9 2.79 9 1 Smax 7 7 7 7 [in] #6 3/4 7 3.08 8 1 Av,min/S 0.17 0.17 0.17 0.17 [In`/ft] #7 7/8 5 3.00 8 1 Av,ry/s 0.49 0.27 0.17 0.17 [In`/ft] #8 1 4 3.16 7 1 Maximum Stirrup Spacing Options #9 1 1/8 3 3.00 6 1 #3 5 7 7 7 [in] #10 1 1/4 3 3.81 6 1 #4 7 7 7 7 [in] #11 1 3/8 2 3.12 5 1 #5 7 7 7 7 [in] #14 1 3/4 2 4.50 4 1 1 1/2"cover and#4 stirrups assumed to determine#of bars per layer N/A denotes no stirrups required for this segment of beam (1)V should be measured to centroid of reinforcement layers yy ProjectlD By Sheet# Date AgPROJECT � EL Consulting Engineers , eel At 01,- �?A• z L "DLR 35. PsF ts.coy/z t zt. s1y) T1s p�� up 20 PAF �-7t. l f t ►cv -A _ ' to 4o 14 �z iz A17 Z) 8 8 $ 7 as = 3/. s- z Ito BTB 3 ProjectlD By Sheet# Date ABEL PROJECT Consulting Engineers -e Ap '. M = pas (1.5') 1722 (ZS,) = I 1 • fly' •t1 - LCL ► to ,may Sa _ oo (4 iZ i z � �` 8 Z zr12, .814 W.Diamond Ave,Suite 630 Tel 301-258-8884 Gaithersburg,MD 20878 Fax 301-258-9457 www.ACEPA.net ....m. info@ACEPA.net Consulting Engineers CONCRETE BEAM SOLVER [RECTANGULAR BEAM? Must provide factored Moment and Shear(1.4D+1.7L) PER ACI-31 B-99 FLEXURAL DESIGN: STEEL AREA LIMITS: Mu= 196.6 k-ft ACI 10.5.1 [MINIMUM FLEXURAL REINFORCEMENT] V„= 31.5 kips 3 fc1/2 200 bw d AS= bW d - 1.02 int > = 1.08 int Shear legs= 2 legs fy fy fc= 4 ksi fy= 60 ksi ACI 10.3.3[MAXIMUM FLEXURAL REINFORCEMENT] d= 13.50 in As 0.85 f c 87000 _ 2 b= 24 in S- �a R, b d fy[870000y] - 6.93 in 01= 0.85 As= 0 fy tlue/2) = 3.59 int fy a= 0.85 f,,,b = 2.64 in SHEAR DESIGN: _ S(VU-0 V.) ACI g 11.5.4.1, 11.5.4.3[MAXIMUM SPACING OF SHEAR REINFORCEMENT] Av fy d sM„x=d/2 <_ 24= 6.75 in if VS>4 fr"bH,d => 3.38 82 kips �Vc= 0.85[2*fc12 b d] ACI g 11.5.6.9[MAXIMUM STEEL SHEAR STRESS] = 35 kip V5= 8 fc12 bH,d= 164 kip ACI S 11.5.5[MINIMUM AREA OF STEEL] CVs=Vu4vc 0.75 b,H s fc12 50 b,,,s No stirrups needed when Av,min= fy fy Vu< '/2 We REINFORCEMENT REQUIREMENTS: FLEXURE REINFORCEMENT SHEAR REINFORCEMENT a� Q � _� o N a Cc T N N > a Zy X CU` c � O •� > > > > m Z QU Q - Z > �* CIS .4 #3 318 33 3.63 15 3 (1) V. 32 24 16 8 [kips] #4 1/2 18 3.60 14 2 (1) �VS 0 0 0 0 [kips] #5 5/8 12 3.72 12 1 smax 6 6 6 6 [in] #6 3/4 9 3.96 12 1 A,,,min/s 0.23 0.23 0.23 0.23 [In`/ft] #7 7/8 6 3.60 11 1 A,,,feq/S 0.23 0.23 0.23 0.23 [In` /ft] #8 1 5 3.95 10 1 Maximum Stirrup Spacing Options #9 1 1/8 4 4.00 9 1 #3 6 6 N/A N/A [in] #10 1 1/4 3 3.81 8 1 #4 6 6 N/A N/A [in] #11 1 3/8 3 4.68 7 1 #5 6 6 N/A N/A [in] #14 1 3/4 2 4.50 6 1 **1 1/2"cover and#4 stirrups assumed to determine#of bars per layer N/A denotes no stirrups required for this segment of beam (1)V should be measured to centroid of reinforcement layers .814 W.Diamond Ave,Suite 630 Tel 301-258-8884 Gaithersburg,MD 20878 Fax 301-258-9457 www.ACEPA.netm info@ACEPA.net Consulting Engineers CONCRETE BEAM SOLVER [RECTANGULAR BEAM] Must provide factored Moment and Shear (1.4D+1.7L) PER ACI-31 B-99 FLEXURAL DESIGN: STEEL AREA LIMITS: Mu= 121.4 k-ft ACI § 10.5.1 [MINIMUM FLEXURAL REINFORCEMENT] Vu= 53.9 kips AS= 3 f cl/2 b,d - 1.02 int > 200 bw d = 1.08 int Shear legs= 2 legs fy fy fc= 4 ksi V 60 ksi ACI § 10.3.3[MAXIMUM FLEXURAL REINFORCEMENT] d= 13.50 in s 0.85 fc 87000 _ 2 b= 24 in AS �a R' b d fy[87000+fy] - 6.93 in Rt= 0.85 As MU = 2.12 int 0 fy(d-a/2) a= As fy = 1.56 in 0.85 fc b SHEAR DESIGN: S(Vu-0 Vc) ACI § 11.5.4.1, 11.5.4.3[MAXIMUM SPACING OF SHEAR REINFORCEMENT] A° fy d smAx=d/2 <_ 24 = 6.75 in if Vs>4 fc12 bN,d => 3.38 = 82 kips �Vc= 0.85[2'fc12 b d] ACI § 11.5.6.9[MAXIMUM STEEL SHEAR STRESS] 35 kip VS 8 fc112 bH,d = 164 kip ACI § 11.5.5[MINIMUM AREA OF STEEL] 0.75 by s fc12 50 bH,s No stirrups needed when AV,min fy < fy Vu s '/2 We REINFORCEMENT REQUIREMENTS: FLEXURE REINFORCEMENT SHEAR REINFORCEMENT a3 H W v Q o u, > N C N N j , Z � .�� x -�° o H a > 7 > m z Q 2 a 2 - Z o #3 3/8 20 2.20 15 2 (1) Vu 54 40 27 13 [kips] #4 1/2 11 2.20 14 1 0V. 19 6 0 0 [kips] #5 5/8 7 2.17 12 1 smax 6 6 6 6 [in] #6 3/4 5 2.20 12 1 Av,min/S 0.23 0.23 0.23 0.23 [In`/ft] #7 7/8 4 2.40 11 1 Av,feq/S 0.33 0.23 0.23 0.23 [In` /ft] #8 1 3 2.37 10 1 Maximum Stirrup Spacing Options #9 1 1/8 3 3.00 9 1 #3 6 6 6 N/A [in] #10 1 1/4 2 2.54 8 1 #4 6 6 6 N/A [in] #11 1 3/8 2 3.12 7 1 #5 6 6 6 N/A [in] #14 1 3/4 1 2.25 6 1 '*1 1/2"cover and#4 stirrups assumed to determine#of bars per layer N/A denotes no stirrups required for this segment of beam (1)'d'should be measured to centroid of reinforcement layers Spread Footing Design Summary RAM Foundation v 11.1 �.. Brian Abel RAM DataBase: Apartment Model Date: 03/26/07 15:08:43 Building Code: IBC Design Code: ACI318-02 Orientation Dimensions (ft) f c/fy Bottom Reinforcement Top Reinforcement Grid Col/Foot Length Width Thick ksi Parallel to Parallel to Parallel to Parallel to Length Width Length Width (I - Q) 90.00/90.00 8.00 8.00 .1.33 3.00/60.00 945 945 None None (1 - S) 90.00/90.00 8.00 8.00 1.33 3.00/60.00 945 945 None None (0.50 - 119.25) 0.00/0.00 6.00 6.00 1.00 3.00/60.00 944 844 None None (0.50 - 175.63) 0.00/0.00 7.00 7.00 1.00 3.00/60.00 645 645 None None (2 -H) 90.00/90.00 5.00 5.00 1.00 3.00/60.00 943 843 443 443 (2 -J) 90.00/90.00 5.00 5.00 1.00 3.00/60.00 943 843 443 443 (3 -G) 0.00/0.00 5.00 5.00 1.00 3.00/60.00 943 843 443 443 (3 - K) 0.00/0.00 5.00 5.00 1.00 3.00/60.00 943 843 443 443 (4 - S) 90.00/90.00 12.00 12.00 1.67 3.00/60.00 1047 1147 None None (4 - T) 0.00/0.00 9.00 9.00 1.33 3.00/60.00 16-44 1644 None None (19.41 - 130.58) 0.00/0.00 9.00 9.00 1.33 3.00/60.00 1644 16-44 None None (5 - C) 90.00/90.00 5.00 5.00 1.00 3.00/60.00 9-93 843 443 443 (5 - D) 90.00/90.00 5.00 5.00 1.00 3.00/60.00 9-93 843 443 443 (5 - G) 90.00/90.00 20.00 20.00 2.00 3.00/60.00 1746 1646 1744 1944 (5 -L) 90.00/90.00 9.00 9.00 1.33 3.00/60.00 846 846 None None (5 -M) 90.00/90.00 9.00 9.00 1.33 3.00/60.00 8-46 946 None None (5 - 0) 90.00/90.00 8.00 8.00 1.33 3.00/60.00 9-45 945 None None (6 - B) 0.00/0.00 5.00 5.00 1.00 3.00/60.00 943 843 443 443 (6 -E) 0.00/ 0.00 5.00 5.00 1.00 3.00/60.00 9-43 843 443 443 (32.82 - -0.00) 0.00/0.00 7.00 7.00 1.00 3.00/60.00 645 745 None None oelC (8 - A)f 0.00/0.00 10.00 11.00 1.33 3.00/60.00 10-#6(8) 12-#6 None None � 8 - L)✓ 90.00/90.00 12.00 13.00 1.67 3.00/60.00 11-#7(9) 1147 None None (8 - M) 90.00/90.00 13.00 13.00 2.00 3.00/60.00 948 948 None None (8 - 0) 90.00/90.00 14.00 14.00 2.00 3.00/60.00 1447 1447 None None (8 - S) 90.00/90.00 13.00 13.00 2.00 3.00/60.00 948 948 None None (8 - T) 0.00/0.00 9.00 9.00 1.33 3.00/60.00 846 946 None None (41.66 - 180.42) 0.00/0.00 6.00 6.00 1.00 3.00/60.00 1043 1043 543 543 (9 - A) 0.00/0.00 11.00 11.00 1.67 3.00/60.00 847 947 None None (9 - F) 90.00/90.00 14.00 14.00 2.00 3.00/60.00 1547 1547 None None Spread Footing Design Summary RAM Foundation vl 1.1 Page 2/2 Brian Abel UmDataBase: Apartment Model Date: 03/26/07 15:08:43 INTERNAmtw Building Code: IBC Design Code: ACI318-02 (9 -L) 90.00/90.00 13.00 13.00 2.00 3.00/60.00 948 948 None None (9 - M) 90.00/90.00 13.00 13.00 2.00 3.00/60.00 948 948 None None (9 -0) 90.00/90.00 13.00 13.00 2.00 3.00/60.00 948 948 None None " 5F,(9 -Q)✓ 90.00/90.00 13.00 14.00 2.00 3.00/60.00 13-#7(11) 1347 None None (9 - S) 90.00/90.00 13.00 13.00 2.00 3.00/60.00 948 948 None None (9 -U) 0.00/0.00 10.00 10.00 1.33 3.00/60.00 846 1146 None None (87.66 - 0.00) 0.00/0.00 8.00 8.00 1.33 3.00/60.00 945 9-45 None None (87.66 - 180.42) 0.00/0.00 8.00 8.00 1.00 3.00/60.00 745 1045 None None (10 - F) 90.00/90.00 11.00 11.00 1.67 3.00/60.00 847 947 None None (10 -L) 90.00/90.00 10.00 10.00 1.67 3.00/60.00 1046 1046 None None (10 - M) 90.00/90.00 10.00 10.00 1.67 3.00/60.00 1046 1046 None None (10 - 0) 90.00/90.00 10.00 10.00 1.67 3.00/60.00 1046 1046 None None (10 - Q) 90.00/90.00 9.00 9.00 1.33 3.00/60.00 846 846 None None (88.66 - 144.17) 0.00/0.00 8.00 8.00 1.33 3.00/60.00 945 945 None None (97.67 - 131.08) 90.00/90.00 6.00 6.00 1.00 3.00/60.00 1043 1043 543 543 (97.67 - 143.67) 90.00/90.00 6.00 6.00 1.00 3.00/60.00 1043 1043 543 543 (99.67 -31.08) 90.00/90.00 6.00 6.00 1.00 3.00/60.00 1043 1043 543 543 (99.67 -43.67) 90.00/90.00 6.00 6.00 1.00 3.00/60.00 1043 1043 543 543 (99.67 - 81.00) 90.00/90.00 6.00 6.00 1.00 3.00/60.00 1043 1043 543 543 (99.67 - 93.67) 90.00/90.00 6.00 6.00 1.00 3.00/60.00 1043 1043 543 543 (88.16 - 156.08) 90.00/90.00 9.00 9.00 1.33 3.00/60.00 1644 1644 None None * -Number between O in reinforcement is quantity of bars in center strip of rectangular footing ProjectlD By p� Sheet# Date O li/L 1 AgE PROJECT L Consulting Engineers Flee FIS Ldaos S�Sla�o ((SID .x( 25.` 7Q= 13ooP �� 51606 LL 0 P sF Z S•to7/Z� _ -T-1 U P (f ROOF DAPS Z s. 67 `0 L= 35 (r L = 3o C 7S-!07/L4 y 4f ao t� DI r- f = 770 lea Building Code: ACI 318-95 f'c=3000 psi Allow. Soil Bearing=2500 psf 5 / fy=60000 psi Concrete Wt.=145 pcf % Min. Steel=0.0018 RL 0.4 kip/ft FL 0.8 kip/ft D 6.1 kip/ft 15" 12" � a i 121, - 3 1/2" 3'-6" Serv. Bearing LC DL + FLL + 2222p 2222 psf �..� .a w. Service Soil Bearing Load Case Left Right Allow (psf) (psf) (psf) DL--+-F-LL + RLL 2222 2222 2500 DL + FLL + SNL 2108 2108 2500 DL + FLL + WL 2108 2108 3333 DL + FLL + SEL 2108 2108 3333 DL + FLL + WL + 1/2 SNL 2108 2108 3333 �DI + FLL + SNL + 1/2 WL 2108 2108 3333 + FLL + SNL + SEL 2108 2108 33331 Factored Soil Bearing Load Case Left Right (psf) (psf) 1.4DL + 1.7FLL + 1.7RLL + 1.7SNL 3211 3211' 0.75(1.4DL + 1.7FLL + 1.7RLL + 1.7SNL + 1.7WL) 2408 24081 0.9DL + 1.3WL 1699 1699 0.75(1.4DL + 1.7FLL + 1.7RLL + 1.7SNL + 1.87SEL) 2408 2408 0.9DL + 1.43SEL _ _ 1699 1699 Shear Design Load Case F11�4 vCl _ (psi) 1.4DL + 1.7FLL + 1.7RLL + 1.7SNL 110 0.75(1.4DL + 1.7FLL + 1.7RLL + 1.7SNL + 1.7WL) 110 0.9DL + 1.3WL 10 110 0.75(1.4DL + 1.7FLL + 1.7RLL + 1.7SNL + 1.87SEL) 14 110 0.9DL + 1.43SEL 10 110 Moment Design Load Case Mu Ru As (kip-ft/ft) (psi) (in^2/ft) 1.4DL -+ 1.7FLL + 1.7RLL +'-1.7SNL 2.4 36 0.184* 0.75(1.4DL + 1.7FLL + 1.7RLL + 1.7SNL + 1.7WL) 1.8 27 0.184* 0.9DL + 1.3WL 1.2 19 0.184* 0.75(1.4DL + 1.7FLL + 1.7RLL + 1.7SNL + I*87SEL) 1.8 27 0.184* 0.9DL + 1.43SEL 1.2 19 0.184* * Min Steel Controls, + Bending Controls Sug. As Spacings Sug. Temp. & Shrink. Steel US#3's @ 7" 6-US#3's US#4's @ 13" 4-US#4's US#5's @ 20 1/2" J 2 ProjectlD By Q� Sheet# Date Q�O I LT D' ABEL PROJECT Consulting Engineers l-e•e�. - �, STI - ST'p i!C 1 r a7L 7 IcN s M r1 12.5 /o At IL Z . y- 0!01/, a i , i f � I �• fir: t 1 - ProjectlD By Sheet# Date _...._ . o(00 ABEL PROJECT Consulting Engineers Fkee� Aft /ot. o1_ sly 7. /ova /©d los Y ( foo t 1.7 310 ct 1c16- o3c = /• y� j 814 W. Diamond Ave,Suite 630 Tel 301-258-8884 Gaithersburg,MD 20878 Fax 301-258-9457 www.ACEPA.net info@ACEPA.net Consulting Engllleers CONCRETE SLAB SOLVER [ONE—WAY] kls-ev s ► a.6 Must provide factored Moment and Shear (1.4D+1.7L) PER ACI-318-99 FLEXURAL DESIGN: STEEL AREA LIMITS: Mu= 5.87 k-ft ACI § 10.5.4[MINIMUM FLEXURAL REINFORCEMENT] V„= 2 kips V4 ksi As= 0.0018 *Ag = 0.11 int/ft fy= 60 ksi d= 3.50 in ACI § 10.3.3[MAXIMUM FLEXURAL REINFORCEMENT] Cc Consider • 0.75 in 0.85 fc 87000 h= 5.00 in AS 3/4 R' b d fy [87000+fy] 0.90 int/ft 01= 0.85 M" 0.41 int/ft fy(d a/2) a= A.fy = 0.60 in 0.85 fc b SHEAR DESIGN: SPACING LIMITS OF FLEXURAL REINFORCING: �Vc= 0.85[2 *fc"2 b d] ACI o 10.6.4[MAXIMUM SPACING OF FLEXURAL REINFORCEMENT] 4.5 kip/ft s= 54 f 0 -2.5*CI13.13 =_> 13 in 5 but not more than 3 *h or 18" REINFORCEMENT REQUIREMENTS: FLEXURE REINFORCEMENT N7 C 4 N N v a XN 7 p m M (n Q Z #3 3/8 3" 0.44 #4 1/2 5" 0.48 v45 5/8 9" 0.41 #6 3/4 12" 0.44 #7 7/8 13" 0.55 #8 1 13" 0.73 #9 1 1/8 13" 0.92 (1) #10 1 114 13" 1.17 (1) #11 1 3/8 13" 1.44 (1) #14 1 3/4 13" 2.08 (1) (1)Maximum reinforcement limit is exceeded at this spacing w� n G5 814 W.Diamond Ave,Suite 630 Tel 301-258-8884 Gaithersburg,MD 20878 2klu:IL Fax 301-258-9457 www.ACEPA.net info@ACEPA.net Consultintg Engineers CONCRETE BEAM SOLVER [RECTANGULAR BEAm3 "� AW� Must provide factored Moment and Shear (1.4D+1.7L) PER ACI-31 8-99 FLEXURAL DESIGN: STEEL AREA LIMITS: Mu= 27.2 k-ft ACI § 10.5.1 [MINIMUM FLEXURAL REINFORCEMENT] V 12.1 kips 3 f,1/2 200 bw d AS= bW d = 0.45 int > = 0.47 int Shear legs= 0 legs fy fy fc= 4 ksi fy= 60 ksi ACI 10.3.3[MAXIMUM FLEXURAL REINFORCEMENT] d= 6.88 in s 0.85 fc 87000 _ 2 b= 24 in AS_ �4 R' b d fy[87000+fy] - 3.01 in (31= 0.85 As= fy(Ma a/2) = 1.11 int a= As fy = 0.81 in 0.85 f c b SHEAR DESIGN: S N.-�V.) ACI 11.5.4.1, 11.5.4.3[MAXIMUM SPACING OF SHEAR REINFORCEMENT] A� fy d sM„x=d/2 <_ 24= 2.938 in if VS>4 fcv2 b,N d=> 1.47 = 35.7 kips Wl; 0.85[2"fc'/2 b d] ACI § 11.5.6.9[MAXIMUM STEEL SHEAR STRESS] 15 kip Vs=8 fC112 bH,d= 71 kip ACI § 11.5.5[MINIMUM AREA OF STEEL] 0.75 bW s fC112 50 b,N s No stirrups needed when y fy Vu< 2W REINFORCEMENT REQUIREMENTS: FLEXURE REINFORCEMENT SHEAR REINFORCEMENT aD H N Sxx N C N < cu �O O y >a) C Q Z N ` C 0 •y > > > > m Z < M p� > Q !9 #3 3/8 11 1.21 15 1 V„ 12 9 6 3 [kips] #4 1/2 6 1.20 14 1 ¢VS 0 0 0 0 [kips] V'45 5/8 4 1.24 12 1 Smax 2 2 2 2 [in] #6 3/4 3 1.32 12 1 Av,min/S 0.23 0.23 0.23 0.23 [In` /ft] #7 7/8 2 1.20 11 1 Av,feq/s 0.23 0.23 0.23 0.23 [In` /ft] #8 1 2 1.58 10 1 Maximum Stirrup Spacing Options #9 1 1/8 2 2.00 9 1 #3 0 0 N/A N/A [in] #10 1 1/4 1 1.27 8 1 #4 0 0 N/A N/A [in] #11 1 3/8 1 1.56 7 1 #5 0 0 N/A N/A [in] #14 1 3/4 1 2.25 6 1 "1 1/2"cover and#4 stirrups assumed to determine#of bars per layer N/A denotes no stirrups required for this segment of beam (1)'d'should be measured to centroid of reinforcement layers Sb 814 W. Diamond Ave,Suite 630 Tel 301-258-8884 Gaithersburg,MD 20878lk lalu: Fax 301-258-9457 www.ACEPA.net info@ACEPA.net Consulting Engineers CONCRETE SLAB SOLVER [ONE-WAY] Must provide factored Moment and Shear (1.4D+1.7L) PER ACI-3 1 B-99 FLEXURAL DESIGN: STEEL AREA LIMITS: Mu= 3.14 k-ft ACI 10.5.4 (MINIMUM FLEXURAL REINFORCEMENT] vu 1.4 kips A5= 0.0018 *Ag = 0.17 inz/ft f,= 4 ksi V 60 ksi d= 5.88 in ACI 10.3.3[MAXIMUM FLEXURAL REINFORCEMENT] Cc= Co� 1.50 in 0.85 f 87000 = h= 8.00 in Ag 3�a R' b d fy [87000+fy] 1.51 inz/ft 01= 0.85 _ MUz fy(d-a/2) = 0.12 in /ft Minimum Steel shall be Provided f a= 0.18 in 0.85 f,b � SHEAR DESIGN: SPACING LIMITS OF FLEXURAL REINFORCING: Q V,= 0.85[2 *fcv2 b d] ACI § 10.6.4 [MAXIMUM SPACING OF FLEXURAL REINFORCEMENT] 7.6 kip/ft 540 s= c,= 11.25 =_> 11 in f. but not more than 3 *h or 18" REINFORCEMENT REQUIREMENTS: FLEXURE REINFORCEMENT N = C _ ._ EZ M N U) Q Z #3 3/8 7" 0.19 #4 1/2 11" 0.22 V45 5/8 ill, 0.34 #6 3/4 ill. 0.48 #7 7/8 11" 0.65 #8 1 11" 0.86 #9 1 1/8 11" 1.09 #10 1 1/4 11" 1.39 #11 1 3/8 11" 1.70 (1) #14 1 3/4 11" 2.45 (1) (1)Maximum reinforcement limit is exceeded at this spacing 1 SCE i Now J !! =r CorisWtisng Engineers Title: Fleet Landing - Community Center Project ID:06125 General Information: 2-story community center Main Structural System: Structural Steel Lateral System: Foundations:Spread &Continuous Building Code: Florida Building Code 2004 w/ 2006 Supplements Lateral Loads: Seismic:see attached Wind : V= 120 mph - Wind Borne Debris Region I = 1.15 Exposure C - per Atlantic Beach requirements Roof Loading: Roof: Live = 20 PSF Top Chord Dead Load= Concrete Roof Tiles 12PSF Battens/Shims/Underlayment 2 PSF Sheathing 3 PSF Truss 8 PSF 25 PSF Bottom Chord Dead Load = 10 PSF Floor: Live = 100 P8F Dead = [3 '1a%12 + 1/12") * 150 PCF = 56.25 PSF Normal Weight Concrete 2 PSF Metal Deck Steel Self Weight in RAM 10 PSF MEP 70 PSF 2 814 W. Diamond Ave, Suite 630 AIL Tel 301-258-8884 Gaithersburg, MD 20878 Fax 301-258-9457 www.ACEPA.net info@ACEPA.net Ca►nsulting Engi��eers Project: deet L.andmQ Pommunify Cei tOr Project#: 06126 Building Code: IBC 2003 Seismic: Seismic Use Group: Mean Height: 31 ft. Site Class: D �� R= 3 S5= 4150.._} W= 1000 S'' ..w 080 FF.. Type of Lat. Resistance other W le= 1.25 Fa 1.60 F„= 2.40 SMS= Fa x SS= 0.240 SM, = F„x S, = 0.192 SDS=2SMs/3 = 0.160 SDI =2SMt/3 = 0.128 SEISMIC DESIGN CATEGORY B Ta=C,H„x= 0.263 Ct= 0.02 T= CuTa= 0.417 _ x= 0.75 Cu- 1.588 CS= SDS/(R/le) = 0.067 CS,MIN = 0.044SDSIe= 0.009 CS,MAX— SDI /[(R/le)T]= 0.128 CS= 0.067 V= CSW= 66.7 kips 3 ProjectlD By Sheet# Date 5- ABEL PROJECT ~~Consulting Engineers -e 44 orri Ld D / Baas( k} k I kd VZ z" aUas.--, ( 37. 5 PSF c 3'7. S P%-- 1. t.I $iS = S�• a S P5F C'svc = 37 C P SF a .6 310. 7 S A 37.5 10 t , V::,S) C D. 3 7-S F5F • 18 32. 25 p5F, 3.7-5_P _ .37.'5 P5 1, l g hoz. (41 p Tacba.. --�Iww r mComponenis and Claddingodh560ft. Figure 6-11C External Pressure Coefficients,GC Enclosed,Partially Enclosed Buildings Gable/Hip Roofs 7°< 0 :5 27° I I a I I I o 0 10 n 3 ' QZ 3 r-- ------r------------r- - ------ 1 2 . B � r h a a 0 0 ®, .® -- ----,- -- - .-- =----------= n 0• 0 . 3 0• 0 .0 n 3 O 3 10 100 a -2.6 3 -2.6 -2.4 v _-21 c9 -2.0 -2.0 a. 3 4.6 ,.7 -4.0 10 100 .11 .11N 3.6 3 a 3.6 3J --0.E .01 ME3 4 -31 -0.6 LD U -3.0 n`- -.-002- 2-6 E 0 is 2.4 2 5 +01 n_- -22 2 She +0.4 1 2 3 '03 j +0.8 +0.5 -2.01 10 20 50 100 200 5001000 1 10 20 50 100 200 5001000 L (0.1) (0:9) (1.9) (4.6) (9.3)(16.6) (46.5)(92.9) (0.1) 011) (1.9) (4.6) (s.3)(16.6) (465)(92.9) Effective Wind Area,ft 2(m2) Effective Wind Area,ft 2(m2) Notes: I. Vertical scale denotes GCp to be used with qh. 2. Horizontal scale denotes effective wind area,in square feet(square meters). 3. Plus and minus signs signify pressures acting toward and away from the surfaces,respectively. 4. Each component shall be designed for maximum positive and negative pressures. 5. Values of GCp for roof overhangs include pressure contributions from both upper and lower surfaces. 6. For hip roofs with 7°<0:5 27°,edge/ridge strips and pressure coefficients for ridges of gabled roofs shall apply on each hip. 7. For hip roofs with 0<_25°,Zone 3 shall be treated as Zone 2. 8. Notation: a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 m). h: Mean roof height, in feet(meters),except that eave height shall be used for 0S 10°. 9: Angle of plane of roof from horizontal,in degrees. ma Minimum Design Loads for Buildings and Other Structures 57 L/1 ------------- I I � 7 _ w 3=== _._------------ _ ------- ---- - I Z Ml. t3M ____________________________ '�nnirn any i i i ' M i , �X-4 i7 drI 7D 1 ZVS-7_4 ProjectlD By Sheet# Date ABEL PROJECT Consulting Engineers - G • ��f�-r-.�c .:�. na�' Up /i� Lows �a� � � ate• �� 37. PSF, CEr� � - �6, L 4° 37.Sl.%F o. y ,-- . /Al _ 105/ f 3 ?7.T)OV Z to .4- . / 8 ,7 37. 5 psF E 7 6 40AIL a 7 s 00$` ^2. 2 tgr'. 25 p�� ---"-- -� �f crX�'� imd%+twee ADOM 4 I - I !IIS fiI o i% I I i Ij !f!i III Ii u ; !ii - T-- m la Ila Ilk ! .Ia IK!i3 I a 1i;!k i! I Iia �. I I I I�le i I I• I fix I — L_ I H 1. if I — — ��,}�\��, 'FX-I �—�—•I '11,jl�lli — — — -------------- ., wu%NW door N9N isa _ a �—-- —�� 1 I i I — •ski,= x-- I x' JI I I 1 1— �— to S ProjectlD By Sheet# Date -o PROJECT Consulting Engineers 'PSG 4Trvist /�' aac • 55t'SF (Z`� 7f- '/z-f a Z ) 7 4, 34�7) /5- Z k heoc Z7 ooF 5 SfSF �7 3�y 30.3��) L 7 SSS f yQ�Z- 1 7 t 7) �- Zq 9 ProjectlD By Sheet# Date ABEL PROJECT µ Consulting V Exngineers 5.5/'.sem u• 3lz 7 t S:41-7 /o ProjectlD By Sheet# Date A PROJECT L Consulting Engineers^ �-f-C t OYX vl�[ �✓t ,,! 512-) 4o 7 �21 > 7rS 77 F 3/ 7�`` ProjectlD By Sheet# Date PROJECT A _ Consulting Engineers � Cp rn (J� �4 /• °� • to 7t 37 . 7Z 4 1. 08 . to M /• Alo g 0 d ZS l/2 C//Y) a �' ✓�I Nodal Displacements /Z RAM Frame vl 1.0 ramBrian Abel DataBase: CC Lateral 01/18/07 12:03:01 CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: 1.00 Diaphragm: None Ground Level: Base Wall Mesh Criteria : Max. Allowed Distance between Nodes (ft) : 8.00 LOAD CASES: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER W1 Wind X RAMUSERNODAL W W2 Wind Y RAMUSERNODAL-W Note: Nodal Displacements for Live Load Cases are based on Unreduced Live Loads. � ., . A) Level: Roof Node LdC Disp Y Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 10 D -0.00226 0.00714 -0.00928 0.00194 0.00003 0.00003 Lp -0.00 1 316 0.00485 -0.00814 0.00148 -0.00004 0.00004 W1 -0.00306 0.00262 0.00000 0.00072 0.00033 W2 -0.00036 -0.00031 -0.00000 0.00000 -0.00000 -0.00002 16 D -0.00266 0.00550 -0.00979 -0.00002 0.00001 -0.00002 Lp -0.00365 0.00510 -0.01041 -0.00002 0.00000 -0.00001 W1 1.08001 0.02274 -0.00013 -0.00009 0.00032 -0.00002 W2 -0.00036 -0.00152 0.00000 0.00001 -0.00000 0.00000 26 D -0.00311 0.00192 -0.01014 0.00001 0.00004 0.00001 Lp -0.00421 0.00199 -0.00950 -0.00001 0.00005 -0.00001 W1 1.07861 0.01168 -0.00248 -0.00005 0.00074 -0.00004 W2 -0.00036 -0.00071 0.00000 0.00000 -0.00000 0.00000 Level: Floor Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 65 D -0.00138 0.00041 -0.00623 0.00035 0.00058 0.00002 Lp -0.00195 -0.00015 -0.00595 0.00062 0.00080 0.00002 W1 0.67280 -0.00198 0.00206 0.00001 0.00197 0.00022 W2 -0.00019 -0.00028 -0.00000 0.00000 -0.00000 -0.00001 72 D -0.00136 0.00175 -0.00833 -0.00002 0.00004 -0.00001 Lp -0.00198 0.00164 -0.00969 -0.00002 0.00006 -0.00000 W1 0.66845 0.00792 -0.00011 -0.00008 0.00081 -0.00002 W2 -0.00019 -0.00052 0.00000 0.00001 -0.00000 0.00000 Nodal Displacements RAM Frame vl 1.0 Page 2/15 RAM Brian Abel DataBase: CC Lateral 01/18/07 12:03:01 Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z 82 D -0.00134 0.00060 -0.00752 -0.00001 -0.00068 -0.00000 Lp -0.00201 0.00063 -0.00729 -0.00001 -0.00093 -0.00000 W 1 0.66607 0.00366 -0.00195 -0.00004 0.00199 -0.00002 W2 -0.00019 -0.00022 0.00000 0.00000 -0.00000 0.00000 vow- C7"2,b M E g.) Level: Roof Node LdC Disp Y Disp Z Theta X Theta Y Theta Z in h in in (rad) (rad) (rad) 9 D 0.01762 0.00914 -0.01445 -0.00215 0.00035 0.00003 Lp 0.02174 0.00668 -0.01395 -0.00166 0.00019 0.00004 Wl -0.00305 0.00306 0.00000 0.00077 0.00036 W2 -0.00236M -0.00031 -0.00001 -0.00000 -0.00000 0.00007 15 D 0.01675 0.00664 -0.02229 -0.00003 0.00004 -0.00002 Lp 0.02068 0.00618 -0.02506 -0.00003 0.00006 -0.00001 W1 1.25158 0.03901 -0.00100 -0.00017 0.00041 0.00008 W2 -0.00237 0.06301 0.00000 -0.00029 -0.00000 0.00051 25 D 0.01593 0.00180 -0.02255 -0.00001 -0.00021 -0.00001 Lp 0.01966 0.00201 -0.02304 -0.00001 -0.00016 -0.00001 Wl 1.24447 0.06921 0.00079 -0.00030 0.00043 0.00015 W2 -0.00238 0.34740 0.00001 -0.00159 -0.00000 0.00175 30 D 0.01567 -0.00101 -0.00962 0.00001 0.00000 -0.00001 Lp 0.01937 -0.00047 -0.00897 0.00000 -0.00002 -0.00001 W 1 1.24075 0.09416 0.00179 -0.00040 0.00034 -0.00003 W2 -0.00239 0.88413 -0.00003 -0.00349 0.00000 0.00318 39 D 0.01553 -0.00434 -0.00737 0.00030 -0.00001 -0.00002 Lp 0.01919 -0.00386 -0.00561 0.00018 0.00002 -0.00003 W1 1.23941 0.00257 -0.00461 -0.00002 0.00070 -0.00137 W2 -0.00241 1.35050 -0.00164 -0.00054 0.00001 0.00152 Level: Floor Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 64 D 0.00640 -0.00129 -0.00998 -0.00034 0.00116 0.00002 Lp 0.00907 -0.00145 -0.01052 -0.00060 0.00165 0.00002 W 1 0.80664 -0.00198 0.00243 0.00001 0.00225 0.00023 W2 -0.00152 -0.00028 -0.00000 0.00000 -0.00000 0.00003 71 D 0.00658 0.00192 -0.01791 -0.00002 -0.00003 -0.00000 Lp 0.00917 0.00183 -0.02185 -0.00002 -0.00004 -0.00000 W1 0.79558 0.01299 -0.00081 -0.00013 0.00111 0.00003 W2 -0.00152 0.01876 0.00000 -0.00021 -0.00000 0.00021 81 D 0.00678 0.00058 -0.01648 -0.00001 -0.00045 -0.00001 Lp 0.00929 0.00065 -0.01825 -0.00001 -0.00073 -0.00001 W1 0.78694 0.02217 0.00062 -0.00023 0.00123 0.00007 Nodal Displacements 1I VII RAM Frame v 11.0 Page 3/15 um Brian Abel DataBase: CC Lateral 01/18/07 12:03:01 Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z W2 -0.00153 0.10445 0.00000 -0.00115 -0.00000 0.00075 88 D 0.00680 -0.00016 -0.00785 0.00000 -0.00008 -0.00000 Lp 0.00929 0.00001 -0.00784 0.00000 -0.00003 -0.00000 W 1 0.78225 0.03157 0.00143 -0.00032 0.00087 -0.00000 W2 -0.00155 0.32100 -0.00002 -0.00307 0.00000 0.00217 97 D 0.00682 0.00006 -0.00578 0.00018 -0.00020 -0.00000 Lp 0.00928 0.00021 -0.00476 0.00023 -0.00030 -0.00001 W 1 0.78002 -0.00060 -0.00365 -0.00000 0.00189 -0.00058 W2 -0.00156 0.77960 -0.00079 -0.00059 -0.00000 0.00109 (fAt,M G) Level: Roof Node LdC Disp Y Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 7 D 0.02538 0.03560 -0.00739 -0.00006 0.00055 -0.00005 Lp 0.03236 0.03058 -0.00660 -0.00005 0.00040 -0.00004 W 1 � -0.00063 0.00269 -0.00000 0.00060 -0.00011 W2 0.00105 0.59363 0.00151 -0.00041 0.00001 -0.00089 13 D 0.02461 0.01029 -0.02981 -0.00005 0.00016 -0.00006 Lp 0.03150 0.00892 -0.03101 -0.00004 0.00016 -0.00005 W 1 1.21625 -0.00512 -0.00095 0.00003 0.00021 0.00001 W2 0.00104 0.18709 0.00001 -0.00078 0.00000 -0.00104 24 D 0.02385 0.00055 -0.01661 -0.00000 -0.00039 -0.00001 Lp 0.03066 0.00048 -0.01637 -0.00000 -0.00034 -0.00001 W1 1.21105 -0.00108 0.00837 0.00000 0.00030 0.00001 W2 0.00103 0.00572 0.00000 -0.00003 0.00000 -0.00022 28 D 0.02380 -0.00034 -0.00075 0.00000 -0.00009 -0.00001 Lp 0.03061 -0.00030 -0.00043 0.00000 -0.00011 -0.00001 W 1 1.21027 -0.00040 -0.01044 0.00000 0.00051 0.00001 W2 0.00103 -0.00919 -0.00001 0.00004 0.00000 -0.00012 Level: Floor Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 62 D 0.00934 0.00577 -0.00526 -0.00008 0.00087 -0.00002 Lp 0.01385 0.00528 -0.00515 -0.00008 0.00119 -0.00001 W 1 0.76109 -0.00085 0.00217 -0.00000 0.00157 0.00007 W2 0.00028 0.36170 0.00124 -0.00091 0.00000 -0.00054 68 D 0.00964 0.00317 -0.02188 -0.00003 0.00004 -0.00002 Lp 0.01408 0.00276 -0.02494 -0.00003 0.00006 -0.00002 W 1 0.75410 -0.00130 -0.00081 0.00002 0.00064 -0.00000 W2 0.00029 0.06343 0.00001 -0.00064 0.00000 -0.00064 80 D 0.00998 0.00020 -0.01183 -0.00000 -0.00044 -0.00001 Lp 0.01437 0.00017 -0.01285 -0.00000 -0.00059 -0.00000 Nodal Displacements 15 RAM Frame v 11.0 Page 4/15 RAM Brian Abel INTEBN m-laI DataBase: CC Lateral 01/18/07 12:03:01 Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z W1 0.74957 -0.00039 0.00678 0.00000 0.00054 0.00000 W2 0.00029 0.00118 0.00000 -0.00002 0.00000 -0.00007 86 D 0.01001 -0.00015 -0.00094 0.00000 -0.00000 -0.00000 Lp 0.01440 -0.00013 -0.00077 0.00000 0.00003 -0.00000 W1 0.74881 -0.00010 -0.00835 0.00000 0.00096 0.00000 W2 0.00029 -0.00345 -0.00001 0.00003 0.00000 -0.00005 Level: Roof Node LdC A Disp Y Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 5 D 0.01335 0.03675 -0.01307 0.00028 0.00081 -0.00006 Lp 0.01965 0.03153 -0.01150 0.00027 0.00052 -0.00007 W1 )` -0.00067 0.00124 -0.00000 0.00043 -0.00133 W2 0.00184 0.60053 -0.00047 -0.00027 -0.00001 0.00029 12 D 0.01200 0.00445 -0.01756 -0.00002 -0.00020 -0.00009 Lp 0.01814 -0.00089 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0.00001 -0.00283 45 D 0.00912 -0.00045 -0.00759 0.00000 -0.00001 0.00000 Lp 0.01478 0.00008 -0.00509 -0.00000 0.00000 0.00000 W1 0.61361 0.03011 0.00010 -0.00013 0.00026 -0.00006 W2 -0.00173 0.35704 -0.00001 -0.00162 -0.00000 -0.00163 48 D 0.00863 0.00012 -0.00742 -0.00000 0.00000 0.00000 Lp 0.01435 0.00055 -0.00497 -0.00000 0.00001 0.00000 W1 0.60962 0.02587 -0.00010 -0.00012 0.00027 0.00004 W2 -0.00172 0.18701 0.00001 -0.00087 -0.00000 0.00049 51 D 0.00815 0.00031 -0.00751 -0.00000 0.00002 -0.00000 Nodal Displacements ho RAM Frame vl 1.0 Page 5/15 RAMBrian Abel M IERNAu'u,K DataBase: CC Lateral 01/18/07 12:03:01 Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z Lp 0.01395 0.00133 -0.00503 -0.00000 0.00002 0.00000 W 1 0.60700 0.05066 0.00073 -0.00021 0.00021 0.00006 W2 -0.00172 0.67768 -0.00003 -0.00283 0.00001 0.00265 55 D 0.00772 -0.00136 -0.00504 0.00062 -0.00033 -0.00001 Lp 0.01362 -0.00026 -0.00303 0.00049 -0.00025 -0.00002 W 1 0.60601 0.00036 -0.00127 -0.00000 0.00054 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0.00017 0.12272 0.00000 -0.00136 0.00000 -0.00074 106 D 0.01342 -0.00010 -0.00839 0.00000 0.00001 0.00000 Lp 0.02189 -0.00009 -0.00627 0.00000 0.00007 0.00000 W 1 0.71990 -0.00071 -0.00014 0.00001 0.00402 0.00000 W2 0.00019 0.02888 -0.00000 -0.00033 0.00000 -0.00019 109 D 0.01431 -0.00002 -0.00834 0.00000 0.00025 0.00000 Lp 0.02261 -0.00002 -0.00646 0.00000 0.00032 0.00000 W1 0.71805 -0.00017 -0.00175 0.00000 0.00368 0.00000 W2 0.00019 0.00360 -0.00000 -0.00005 0.00000 -0.00007 Level: Roof Node LdC Disp Y Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 23 D -0.01225 -0.00019 -0.01087 0.00000 -0.00006 -0.00000 Lp -0.00988 -0.00016 -0.00838 0.00000 -0.00005 -0.00000 W 1 -0.06472 0.00658 0.00030 0.00066 -0.00019 W2 0.00332 0.30974 -0.00005 -0.00148 0.00001 0.00170 27 D -0.01225 -0.00062 -0.00432 0.00000 0.00000 -0.00000 Lp -0.00988 -0.00052 -0.00238 0.00000 -0.00002 -0.00000 W1 1.21898 -0.09327 -0.00519 0.00035 0.00039 -0.00022 W2 0.00332 0.60908 0.00019 -0.00243 -0.00003 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-0.00123 0.38425 0.00002 -0.00149 0.00000 -0.00145 14 D 0.02384 0.01484 -0.00952 -0.00007 0.00047 -0.00004 Lp 0.01818 0.01255 -0.00637 -0.00006 0.00035 -0.00003 W 1 1.07229 0.06796 0.00008 -0.00030 0.00015 -0.00008 W2 -0.00123 0.19771 -0.00001 -0.00092 -0.00000 -0.00069 22 D 0.02386 0.01006 -0.23970 -0.00005 0.00122 -0.00002 Lp 0.01820 0.00848 -0.18165 -0.00005 0.00095 -0.00001 W 1 1.07051 0.05912 0.01288 -0.00032 0.00069 -0.00005 W2 -0.00123 0.11288 -0.00004 -0.00062 0.00000 -0.00024 Level: Floor Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 56 D -0.02338 -0.00108 -0.00520 0.00006 0.00007 -0.00002 Lp -0.01776 -0.00035 -0.00339 0.00015 0.00004 -0.00002 W 1 0.76883 -0.00102 0.00279 -0.00001 0.00171 0.00090 W2 -0.00116 0.39981 0.00077 -0.00065 0.00000 -0.00074 66 D -0.02372 0.00626 -0.00069 -0.00008 -0.00013 -0.00000 Lp -0.01803 0.00539 0.00006 -0.00007 -0.00009 -0.00000 W1 0.76146 0.03040 -0.00080 -0.00028 0.00077 -0.00005 W2 -0.00114 0.14206 0.00001 -0.00134 0.00000 -0.00102 70 D -0.02442 0.00463 -0.00802 -0.00005 0.00119 -0.00002 Lp -0.01857 0.00391 -0.00557 -0.00004 0.00091 -0.00002 W 1 0.75705 0.02109 -0.00013 -0.00023 0.00069 -0.00006 W2 -0.00113 0.05822 -0.00000 -0.00065 -0.00000 -0.00032 78 D -0.02514 0.00107 -0.23630 -0.00005 -0.00062 -0.00001 Lp -0.01912 0.00090 -0.17901 -0.00005 -0.00047 -0.00001 W1 0.75531 0.00592 0.01352 -0.00032 -0.00010 -0.00006 W2 -0.00113 0.00915 -0.00004 -0.00062 0.00000 -0.00018 Nodal Displacements 2 RAM Frame v 11.0 Page 10115 RAN Brian Abel E DataBase: CC Lateral 01/18/07 12:03:01 Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z 84 D -0.02557 -0.00003 -0.00585 0.00000 -0.00227 -0.00000 Lp -0.01945 -0.00003 -0.00433 0.00000 -0.00172 -0.00000 W1 0.75356 0.00068 -0.00187 -0.00001 0.00084 -0.00002 W2 -0.00113 -0.00269 0.00000 0.00002 -0.00000 -0.00004 Level: Floor Node LdC Disp Y Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 69 D -0.00005 0.00000 -0.00459 0.00000 0.00082 0.00000 Lp -0.00006 0.00000 -0.00327 0.00000 0.00060 0.00000 W1 0.00000 0.00066 0.00000 0.00020 0.00000 W2 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 83 D -0.00032 0.00000 -0.00391 0.00000 -0.00083 0.00000 Lp -0.00026 0.00000 -0.00268 0.00000 -0.00061 0.00000 W1 0.33115 0.00000 -0.00066 0.00000 0.00020 0.00000 W2 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 C Level: Roof Node LdC Disp X Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 1 D 0.02318 0.04440 -0.00931 -0.00406 0.00010 -0.00005 Lp 0.01765 0.03760 -0.00646 -0.00335 0.00006 -0.00005 W1 1.07903 -0.00070 0.00336 -0.00001 0.00043 0.00104 W2 -0.00123 0.00094 -0.00071 0.00000 -0.00104 2 D 0.00619 0.04069 -0.02615 0.00199 0.00004 0.00002 Lp 0.00509 0.03465 -0.02001 0.00164 0.00003 0.00001 W 1 0.35633 -0.00069 0.00002 -0.00000 0.00140 0.00161 W2 0.09044 0.62211 -0.00044 -0.00016 0.00035 0.00019 3 D 0.00297 0.03946 -0.01848 -0.00078 0.00001 0.00001 Lp 0.00327 0.03367 -0.01410 -0.00064 0.00001 -0.00000 W1 0.12359 -0.00069 -0.00001 -0.00000 0.00062 0.00009 W2 0.04355 0.61421 -0.00015 -0.00019 0.00019 0.00011 4 D 0.00443 0.03765 -0.02101 0.00040 0.00002 -0.00002 Lp 0.00814 0.03224 -0.01616 0.00031 0.00004 -0.00003 W 1 0.34084 -0.00068 0.00003 0.00000 0.00135 -0.00127 W2 0.02412 0.60588 0.00087 -0.00017 0.00012 0.00004 5 D 0.01335 0.03675 -0.01307 0.00028 0.00081 -0.00006 Lp 0.01965 0.03153 -0.01150 0.00027 0.00052 -0.00007 W1 0.65952 -0.00067 0.00124 -0.00000 0.00043 -0.00133 W2 -0.00184 0.60053 -0.00047 -0.00027 -0.00001 0.00029 6 D 0.02162 0.03583 -0.00577 -0.00001 0.00009 -0.00003 Lp 0.02909 0.03076 -0.00486 -0.00004 0.00011 -0.00003 Nodal Displacements 22- RAM yRAM Frame v 11.0 Page 11115 um Brian Abel DataBase: CC Lateral 01/18/07 12:03:01 Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z W1 1.16669 -0.00065 0.00034 0.00002 0.00355 -0.00136 W2 -0.05023 0.59517 0.00527 -0.00008 -0.00017 -0.00017 7 D 0.02538 0.03560 -0.00739 -0.00006 0.00055 -0.00005 Lp 0.03236 0.03058 -0.00660 -0.00005 0.00040 -0.00004 W 1 1.22459 -0.00063 0.00269 -0.00000 0.00060 -0.00011 W2 0.00105 0.59363 0.00151 -0.00041 0.00001 -0.00089 8 D 0.02781 0.03556 -0.00888 -0.00003 0.00012 -0.00002 Lp 0.03430 0.03054 -0.00860 -0.00004 0.00013 -0.00001 W1 1.22194 -0.00062 0.00036 -0.00003 0.00337 0.00059 W2 0.05760 0.59332 -0.00935 -0.00027 0.00016 -0.00059 Level: Floor Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 56 D -0.02338 -0.00108 -0.00520 0.00006 0.00007 -0.00002 Lp -0.01776 -0.00035 -0.00339 0.00015 0.00004 -0.00002 W 1 0.76883 -0.00102 0.00279 -0.00001 0.00171 0.00090 W2 -0.00116 0.39981 0.00077 -0.00065 0.00000 -0.00074 57 D 0.00088 0.00090 -0.01368 -0.00002 0.00002 -0.00003 Lp 0.00078 0.00128 -0.01004 -0.00010 0.00002 -0.00002 W 1 0.12964 -0.00098 0.00001 -0.00000 0.00124 0.00128 W2 0.03311 0.39218 -0.00043 -0.00015 0.00031 0.00015 58 D 0.00115 0.00216 -0.01061 -0.00029 0.00001 0.00001 Lp 0.00117 0.00232 -0.00795 -0.00023 0.00001 0.00000 W 1 0.03228 -0.00094 -0.00001 0.00000 0.00040 0.00001 W2 0.01355 0.38390 -0.00008 -0.00059 0.00015 0.00005 59 D 0.00132 0.00386 -0.01183 0.00028 0.00001 -0.00001 Lp 0.00264 0.00372 -0.00886 0.00024 0.00003 -0.00002 W 1 0.12306 -0.00089 0.00002 0.00000 0.00118 -0.00094 W2 0.00631 0.37513 0.00068 -0.00042 0.00008 0.00004 60 D 0.00369 0.00481 -0.00890 -0.00038 0.00117 -0.00002 Lp 0.00749 0.00452 -0.00847 -0.00045 0.00169 -0.00002 W 1 0.42049 -0.00086 0.00099 -0.00000 0.00128 -0.00064 W2 -0.00085 0.36931 -0.00038 -0.00072 -0.00001 -0.00005 61 D 0.00727 0.00555 -0.00500 0.00025 0.00007 -0.00002 Lp 0.01068 0.00510 -0.00478 0.00030 0.00010 -0.00003 W 1 0.52780 -0.00085 0.00022 0.00001 0.00431 -0.00195 W2 -0.02127 0.36355 0.00411 -0.00019 -0.00018 -0.00003 62 D 0.00934 0.00577 -0.00526 -0.00008 0.00087 -0.00002 Lp 0.01385 0.00528 -0.00515 -0.00008 0.00119 -0.00001 W 1 0.76109 -0.00085 0.00217 -0.00000 0.00157 0.00007 W2 0.00028 0.36170 0.00124 -0.00091 0.00000 -0.00054 63 D 0.00962 0.00581 -0.00654 -0.00001 0.00010 -0.00000 Lp 0.01290 0.00531 -0.00692 -0.00001 0.00012 0.00001 W1 0.58731 -0.00085 0.00025 -0.00002 0.00460 0.00225 Nodal Displacements 2 .3. RAM Frame vl 1.0 Page 12/15 RAM Brian Abel KEZNATan DataBase: CC Lateral 01/18/07 12:03:01 Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z W2 0.02738 0.36144 -0.00742 -0.00042 0.00022 -0.00028 VM ( r b Y� t✓ Level: Roof Node LdC Disp X Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 17 D 0.00184 -0.00331 -0.01048 -0.00106 0.00001 -0.00002 Lp 0.00321 -0.00574 -0.00793 -0.00087 0.00001 -0.00004 W 1 0.08831 -0.00207 -0.00001 0.00000 0.00042 -0.00113 W2 -0.00087 0.00473 -0.00063 -0.00000 0.00001 18 D 0.01127 -0.00391 -0.01973 -0.00024 0.00005 -0.00004 Lp 0.01955 -0.00622 -0.01532 -0.00020 0.00008 -0.00008 Wl 0.58107 -0.00207 0.00002 0.00000 0.00242 -0.00235 W2 -0.00378 1.24725 -0.00105 -0.00075 -0.00001 0.00001 19 D 0.02422 -0.00506 -0.01984 0.00055 -0.00003 0.00002 Lp 0.04160 -0.00716 -0.01708 0.00044 -0.00022 0.00004 W 1 1.28798 -0.00209 0.00166 -0.00000 0.00061 0.00076 W2 0.00110 1.23698 0.00101 -0.00077 0.00000 -0.00003 20 D 0.01139 -0.00535 -0.02312 -0.00010 -0.00022 0.00004 Lp 0.01751 -0.00747 -0.02356 -0.00006 -0.00026 0.00007 W1 0.63861 -0.00209 -0.00036 -0.00001 0.00024 0.00247 W2 -0.00182 1.23367 -0.00205 -0.00017 0.00000 0.00040 21 D 0.00375 -0.00583 -0.01120 0.00060 0.00002 0.00002 Lp 0.00367 -0.00801 -0.01086 0.00046 0.00002 0.00004 W1 0.16432 -0.00209 -0.00001 0.00001 0.00069 0.00150 W2 -0.04515 1.23234 -0.00283 -0.00059 -0.00019 0.00005 Level: Floor Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 73 D 0.00054 -0.00329 -0.00550 0.00005 0.00001 -0.00001 Lp 0.00094 -0.00443 -0.00401 0.00007 0.00001 -0.00002 W 1 0.02544 -0.00095 -0.00001 0.00000 0.00029 -0.00051 W2 -0.00024 0.77039 0.00371 -0.00160 -0.00000 0.00000 74 D 0.00381 -0.00268 -0.01011 0.00002 0.00004 -0.00003 Lp 0.00660 -0.00393 -0.00761 0.00003 0.00007 -0.00004 W1 0.19838 -0.00095 0.00001 0.00000 0.00198 -0.00142 W2 -0.00184 0.75671 -0.00083 -0.00191 -0.00001 0.00002 75 D 0.01274 -0.00155 -0.01129 -0.00008 0.00124 0.00001 Lp 0.02184 -0.00301 -0.01034 -0.00011 0.00209 0.00002 Wl 0.78033 -0.00095 0.00124 0.00000 0.00346 0.00038 W2 0.00018 0.74595 0.00081 -0.00192 0.00000 -0.00017 76 D 0.00451 -0.00137 -0.01565 -0.00016 0.00055 0.00002 Lp 0.00804 -0.00287 -0.01792 -0.00026 0.00107 0.00004 Nodal Displacements Z y RAM Frame vl 1.0 Page 13/15 um Brian Abel +ME� � DataBase: CC Lateral 01/18/07 12:03:01 Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z W1 0.39922 -0.00094 -0.00029 -0.00000 0.00065 0.00148 W2 -0.00085 0.74306 -0.00168 -0.00052 -0.00000 0.00026 77 D 0.00116 -0.00101 -0.00741 0.00047 0.00001 0.00001 Lp 0.00114 -0.00260 -0.00794 0.00075 0.00001 0.00002 W1 0.05562 -0.00094 -0.00000 0.00001 0.00056 0.00097 W2 -0.01515 0.74081 -0.00216 -0.00240 -0.00015 0.00001 � ,�►� 0 Level: Roof Node LdC Disp X Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 32 D -0.01245 -0.00373 -0.00374 -0.00002 -0.00002 -0.00001 Lp -0.01001 -0.00331 -0.00196 -0.00002 0.00001 -0.00001 W 1 1.20157 0.00278 0.00427 -0.00005 0.00042 0.00132 W2 0.00340 0.01371 -0.00056 0.00006 -0.00021 33 D -0.01000 -0.00375 -0.01097 -0.00034 -0.00005 -0.00003 Lp -0.00774 -0.00333 -0.00778 -0.00027 -0.00004 -0.00002 W1 1.04101 0.00276 0.00027 -0.00003 0.00360 0.00216 W2 0.01993 1.40379 -0.00806 -0.00049 -0.00004 -0.00006 34 D 0.00094 -0.00422 -0.01116 0.00065 -0.00000 -0.00003 Lp 0.00465 -0.00370 -0.00786 0.00052 0.00001 -0.00004 W1 0.54441 0.00270 -0.00006 -0.00000 0.00220 0.00032 W2 0.00578 1.38729 -0.00370 -0.00115 0.00003 0.00008 36 D 0.00983 -0.00396 -0.01375 -0.00053 -0.00006 0.00001 Lp 0.01543 -0.00351 -0.01348 -0.00042 -0.00005 0.00002 W 1 0.62197 0.00267 0.00160 -0.00001 0.00019 0.00051 W2 -0.00175 1.36569 0.00193 -0.00073 0.00001 -0.00075 37 D 0.00563 -0.00413 -0.01473 0.00023 0.00002 0.00001 Lp 0.00846 -0.00368 -0.01429 0.00018 0.00004 0.00002 W 1 0.44051 0.00262 0.00005 -0.00000 0.00193 0.00018 W2 0.11734 1.35740 -0.00006 -0.00022 0.00049 -0.00028 38 D 0.00708 -0.00416 -0.01071 -0.00012 0.00003 -0.00002 Lp 0.00948 -0.00369 -0.00858 -0.00005 0.00004 -0.00003 W 1 0.61839 0.00259 -0.00007 -0.00001 0.00251 -0.00199 W2 0.16238 1.35313 -0.00048 -0.00018 0.00066 -0.00007 39 D 0.01553 -0.00434 -0.00737 0.00030 -0.00001 -0.00002 Lp 0.01919 -0.00386 -0.00561 0.00018 0.00002 -0.00003 W1 1.23941 0.00257 -0.00461 -0.00002 0.00070 -0.00137 W2 -0.00241 1.35050 -0.00164 -0.00054 0.00001 0.00152 Level: Floor Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 90 D -0.00227 -0.00018 -0.00285 -0.00003 -0.00015 -0.00000 Nodal Displacements ZS W1 RAM Frame vl 1.0 Page 14/15 umBrian Abel DataBase: CC Lateral 01/18/07 12:03:01 Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z Lp -0.00172 -0.00005 -0.00160 -0.00003 -0.00011 -0.00000 W 1 0.74023 -0.00077 0.00344 -0.00003 0.00104 0.00167 W2 0.00030 0.85208 0.01107 -0.00093 0.00005 -0.00081 91 D -0.00264 -0.00017 -0.00568 -0.00000 -0.00003 -0.00001 Lp -0.00202 -0.00004 -0.00381 0.00001 -0.00002 -0.00001 W1 0.42875 -0.00073 0.00018 -0.00002 0.00373 0.00218 W2 0.01912 0.84254 -0.00685 -0.00122 0.00010 0.00003 92 D 0.00074 0.00028 -0.00589 -0.00003 0.00000 -0.00003 Lp 0.00220 0.00034 -0.00389 -0.00002 0.00002 -0.00004 W 1 0.19301 -0.00066 -0.00004 0.00000 0.00188 -0.00042 W2 0.00091 0.82226 -0.00218 -0.00162 0.00002 0.00006 94 D 0.00484 -0.00008 -0.00937 -0.00005 -0.00038 0.00001 Lp 0.00817 0.00007 -0.01033 -0.00007 -0.00065 0.00002 W1 0.38290 -0.00062 0.00128 -0.00000 0.00046 0.00077 W2 -0.00083 0.79767 0.00094 -0.00076 0.00000 -0.00067 95 D 0.00179 -0.00000 -0.00976 0.00012 0.00002 0.00001 Lp 0.00272 0.00014 -0.01054 0.00017 0.00003 0.00001 W1 0.14146 -0.00060 0.00004 -0.00000 0.00148 0.00033 W2 0.03958 0.78978 0.00027 -0.00069 0.00040 -0.00008 96 D 0.00238 -0.00001 -0.00740 -0.00019 0.00002 -0.00001 Lp 0.00319 0.00015 -0.00637 -0.00022 0.00003 -0.00002 W1 0.21791 -0.00059 -0.00005 -0.00001 0.00213 -0.00153 W2 0.05752 0.78471 -0.00064 -0.00055 0.00056 -0.00013 97 D 0.00682 0.00006 -0.00578 0.00018 -0.00020 -0.00000 Lp 0.00928 0.00021 -0.00476 0.00023 -0.00030 -0.00001 W1 0.78002 -0.00060 -0.00365 -0.00000 0.00189 -0.00058 W2 -0.00156 0.77960 -0.00079 -0.00059 -0.00000 0.00109 98 D 0.00090 0.00002 -0.00239 0.00009 0.00001 0.00002 Lp 0.00121 0.00020 -0.00164 0.00001 0.00001 0.00002 W1 0.10659 -0.00061 -0,00001 0.00002 0.00095 0.00172 W2 -0.01992 0.77533 -0.00143 -0.00108 -0.00018 -0.00018 . Level: Roof Node LdC Disp X Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 52 D -0.01565 -0.00039 -0.00573 -0.00004 -0.00103 -0.00002 Lp -0.01259 0.00036 -0.00375 -0.00002 -0.00085 -0.00001 W 1 1.17055 0.00036 -0.00244 0.00001 0.00104 0.00171 W2 0.00316 . ` `� �'' 0.00745 -0.00125 -0.00002 0.00124 53 D -0.00808 -0.00044 -0.00221 0.00007 -0.00004 -0.00003 Lp -0.00622 0.00034 -0.00040 0.00007 -0.00003 -0.00002 W 1 0.68071 0.00036 -0.00003 0.00001 0.00281 0.00198 W2 -0.07989 1.38903 -0.00457 -0.00079 -0.00031 -0.00016 Nodal Displacements ZL RAM Frame v 11.0 Page 15/15 RAM Brian Abel "ERNATIChI, DataBase: CC Lateral 01/18/07 12:03:01 Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z 54 D 0.00103 -0.00048 -0.00737 -0.00061 0.00000 -0.00002 Lp 0.00360 0.00040 -0.00468 -0.00052 0.00001 -0.00003 W 1 0.33366 0.00036 -0.00000 -0.00000 0.00145 -0.00025 W2 0.05778 1.37836 0.00150 -0.00089 0.00023 -0.00032 55 D 0.00772 -0.00136 -0.00504 0.00062 -0.00033 -0.00001 Lp 0.01362 -0.00026 -0.00303 0.00049 -0.00025 -0.00002 W 1 0.60601 0.00036 -0.00127 -0.00000 0.00054 -0.00067 W2 -0.00173 1.37465 -0.00439 -0.00145 0.00001 0.00124 Level: Floor Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 111 D 0.00051 -0.00017 -0.00338 -0.00000 -0.00007 -0.00000 Lp 0.00058 0.00012 -0.00212 0.00000 -0.00004 -0.00000 W 1 0.70329 0.00051 -0.00190 0.00000 0.00260 0.00127 W2 0.00084 0.81867 0.00577 -0.00290 -0.00000 0.00084 112 D -0.00217 -0.00012 -0.00153 -0.00004 -0.00003 -0.00000 Lp -0.00165 0.00015 -0.00031 -0.00002 -0.00002 -0.00000 W1 0.23522 0.00048 -0.00002 0.00000 0.00233 0.00141 W2 -0.02923 0.80687 -0.00355 -0.00184 -0.00028 -0.00012 113 D 0.00042 -0.00016 -0.00411 0.00009 0.00000 -0.00001 Lp 0.00126 0.00007 -0.00243 0.00007 0.00001 -0.00002 W 1 0.10829 0.00044 -0.00000 -0.00000 0.00113 -0.00029 W2 0.02054 0.79455 0.00115 -0.00210 0.00020 -0.00019 114 D 0.00590 0.00078 -0.00307 -0.00005 -0.00009 -0.00001 Lp 0.00883 0.00082 -0.00177 -0.00007 -0.00005 -0.00001 WI 0.36413 0.00041 -0.00099 -0.00000 0.00135 -0.00046 W2 -0.00103 0.78835 -0.00338 -0.00325 0.00000 0.0008.5 Code Check Summary 17 RAM Frame vl 1.1 Brian Abel RAM DataBase: CCLATE-1 05/01/07 10:27:25 SRN^ Building Code: IBC Steel Code: AISC LRFD CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: 1.00 Ground Level: Base Wall Mesh Criteria : Wall Element Type : Shell Element with No Out-of-Plane Stiffness Max. Allowed Distance between Nodes (ft) : 8.00 LOAD COMBINATION CRITERIA: Sds 0.400 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER W 1 Wind X RAMUSERNODAL W W2 Wind Y RAMUSERNODAL W LOAD COMBINATIONS: IBC 2003 LRFD 1 * 1.400 D 2 * 1.200 D + 1.600 Lp 3 * 1.200 D + 0.500 Lp+ 1.600 WI 4 * 1.200 D + 0.500 Lp+ 1.600 W2 5 * 1.200 D + 0.500 Lp - 1.600 W1 6 * 1.200 D + 0.500 Lp - 1.600 W2 7 * 1.200 D + 1.600 W1 8 * 1.200 D+ 1.600 W2 9 * 1.200 D - 1.600 WI 10 * 1.200 D - 1.600 W2 11 * 0.900 D 1 1.600 W 1 12 * 0.900 D + 1.600 W2 13 * 0.900 D - 1.600 WI 14 * 0.900 D - 1.600 W2 * =Load combination currently selected to use Frame#0: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 110 23.13 -46.63 0.00 7.10 0.02 3 0.30 H1-lb 50 HSS8X8X5/8 111 31.90 -0.00 0.44 0.00 0.60 2 0.38 H1-la 50 HSS8X8X3/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 4 6.05 80.67 -0.05 20.12 0.02 2 0.36 Hl-lb 50 W 12X45 Code Check Summary 200 RAM Frame vl 1.1 Page 2/11 Brian Abel UM DataBase: CCLATE-I 05/01/07 10:27:2 'Na"m,4k Building Code: IBC Steel Code: AISC LRFE Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size 67 32.27 57.43 -0.00 16.69 0.00 4 0.46 H1-la 50 W21X50 68 29.84 39.64 -0.00 14.76 0.00 4 0.30 H1-la 50 W21X50 396 24.47 -67.57 0.23 21.07 0.00 3 0.21 Hl-lb 50 W18X50 397 31.51 -25.34 0.46 5.99 0.09 3 0.11 H1-lb 50 W18X50 398 -0.02 56.66 0.00 14.28 0.00 2 0.24 H1-lb 50 W12X45 399 0.01 66.25 -0.00 17.02 0.00 2 0.28 H1-lb 50 W12X45 Level: Floor Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 111 27.88 1.06 106.22 0.07 14.99 4 0.67 Hl-lb 50 HSS8X8X5/8 113 24.16 1.05 28.60 0.09 3.97 4 0.33 H1-lb 50 HSS8X8X3/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 2 -4.89 -40.32 -0.00 12.78 0.00 2 0.39 H1-lb 50 W16X36 487 15.34 -49.80 0.05 4.44 0.00 3 0.43 HI-lb 50 HSS10X6X3/8 489 -1.72 54.86 -0.01 5.86 0.00 3 0.43 HI-lb 50 HS S l OX6X3/8 491 4.59 218.30 0.00 31.12 0.00 2 0.46 H1-lb 50 W21X57 492 -28.70 -117.95 -0.04 24.76 0.01 5 0.52 HI-lb 50 W16X36 493 21.80 -84.37 0.07 18.44 0.00 3 0.39 HI-lb 50 W16X36 494 32.34 113.40 -0.21 10.85 0.01 4 0.69 H1-la 50 W21X50 495 15.29 -75.32 -1.76 11.77 0.20 4 0.28 HI-lb 50 W21X50 496 15.15 -18.25 0.43 3.22 0.03 8 0.11 H1-lb 50 HSS12X8X3/8 497 -18.31 -29.76 -2.93 4.06 0.13 6 0.19 H1-lb 50 HSS12X8X3/8 Frame#1: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 23 16.12 28.20 -30.62 1.77 6.04 5 0.37 HI-Ib 50 HSS8X8X5/8 25 5.85 36.12 -0.01 5.46 0.01 5 0.22 H1-lb 50 HSS8X8X5/8 26 15.85 -28.35 0.00 4.23 0.01 3 0.19 H1-lb 50 HSS8X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 1 9.40 -24.75 -0.57 5.03 0.03 3 0.17 H1-lb 50 W16X36 2 4.19 -29.86 -0.11 4.88 0.01 3 0.15 H1-lb 50 W16X36 Level: Floor Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 23 39.21 -71.36 3.02 9.58 0.62 5 0.49 H1-Ib 50 HSS8X8X5/8 25 42.10 -74.19 -0.57 10.23 0.03 5 0.49 Hl-lb 50 HSS8X8X5/8 Code Check Summary 2? RAM Frame vl l-I Page 3/11 Brian Abel UM DataBase: CCLATE-1 05/01/07 10:27:29 ,NTERNATAJNAL Building Code: IBC Steel Code: AISC LRFD Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size 26 46.24 70.77 0.37 9.54 0.01 3 0.47 Hl-lb 50 HSS8X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 1 9.82 -107.02 -0.06 32.37 0.00 3 0.46 Hl-lb 50 W16X36 4 -5.19 -107.88 0.01 31.20 0.00 5 0.46 H1-lb 50 W16X36 Frame#2: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 24 23.87 42.91 31.31 6.57 3.77 5 0.47 Hl-lb 50 HSS8X8X5/8 27 21.22 -47.34 0.01 7.15 0.02 3 0.30 HI-lb 50 HSS8X8X5/8 28 25.29 -54.29 0.00 8.28 0.01 3 0.35 Hl-lb 50 HSS8X8X5/8 30 9.92 43.29 0.06 6.80 0.00 3 0.27 H1-lb 50 HSS8X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 5 22.03 -54.73 -0.18 15.68 0.01 3 0.26 Hl-lb 50 W16X36 6 14.94 -31.47 -0.12 13.18 0.00 3 0.24 H1-lb 50 W16X36 14 6.73 -45.42 0.05 6.15 0.00 3 0.21 HI-lb 50 W16X36 Level: Floor Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 24 61.76 -88.35 -2.47 12.15 0.55 5 0.61 H1-lb 50 HSS8X8X5/8 27 98.13 87.45 0.82 1194 0.04 3 0.67 H1-1a 50 HSS8X8X5/8 28 78.50 88.98 0.35 12.35 0.01 3 0.61 H1-lb 50 HSS8X8X5/8 30 39.30 86.63 0.14 11.90 0.01 3 0.56 H1-lb 50 HSS8X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 3 -0.30 -199.69 -0.06 64.16 0.00 2 0.83 Hl-lb 50 W16X36 6 -0.04 -192.36 -0.01 66.88 0.00 2 0.80 H1-lb 50 W16X36 7 -16.51 -113.81 -0.02 22.44 0.00 5 0.49 H1-lb 50 W16X36 8 -11.05 -87.13 -0.03 19.01 0.01 5 0.38 HI-lb 50 W16X36 Frame#3: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 41 45.39 -0.00 -60.62 0.02 9.47 5 0.33 Hl-lb 50 HSS12X8X5/8 42 18.38 -0.00 71.97 0.00 11.67 3 0.34 Hl-lb 50 HSS12X8X5/8 43 10.67 -0.00 56.05 0.00 8.71 3 0.26 Hl-lb 50 HSS12X8X5/8 Code Check Summary 30 RAM Frame vl 1.1 Page 4/11 Brian Abel N"NI DataBase: CCLATE-1 05/01/07 10:27:25 Building Code: IBC Steel Code: AISC LRFE Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 8 29.54 -107.03 0.20 25.19 0.01 3 0.30 H1-lb 50 W21X68 9 4.79 -109.67 0.02 31.70 0.00 2 0.19 Hl-lb 50 W21X68 10 8.66 -60.77 -0.01 16.53 0.00 3 0.11 H1-lb 50 W21X68 Level: Floor Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 41 148.45 0.03 -122.47 0.01 17.01 3 0.72 H1-la 50 HSS12X8X5/8 42 116.24 0.06 114.12 0.00 18.31 5 0.59 H1-lb 50 HSS12X8X5/8 43 54.03 -0.02 -119.17 0.00 16.36 3 0.56 Hl-lb 50 HSS12X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 19 -8.09 -160.26 0.01 44.76 0.00 5 0.27 H1-lb 50 W21X68 30 -1.87 -263.45 0.03 61.70 0.00 2 0.44 Hl-lb 50 W21X68 32 -1.46 -262.12 0.02 69.82 0.00 2 0.44 H1-lb 50 W21X68 Frame#4: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 59 21.35 27.13 -0.95 4.23 0.07 3 0.19 Hl-lb 50 HSS8X8X5/8 61 3.43 21.28 0.60 3.35 0.04 3 0.13 Hl-lb 50 HSS8X8X5/8 63 8.88 21.99 0.00 3.33 0.04 5 0.14 Hl-lb 50 HSS8X8X5/8 64 12.33 -19.33 -0.00 2.82 0.02 3 0.13 H1-lb 50 HSS8X8X5/8 65 12.25 -18.96 0.00 2.76 0.02 3 0.12 H1-lb 50 HSS8X8X5/8 98 11.69 -20.54 -0.00 3.08 0.02 3 0.13 H1-lb 50 HSS8X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 36 27.00 -47.30 0.79 16.87 0.01 3 0.59 H1-la 50 W16X36 37 -19.49 -39.96 -1.91 14.93 0.01 5 0.24 H1-lb 50 W16X36 38 21.75 -14.65 -2.90 2.75 0.15 3 0.38 Hl-la 50 W16X36 39 18.43 -11.94 1.62 2.61 0.11 3 0.16 H1-lb 50 W16X36 40 14.31 -25.79 -0.61 6.98 0.03 3 0.14 Hl-lb 50 W16X36 41 1.05 -18.73 2.76 9.31 0.00 4 0.15 H1-lb 50 W16X36 42 8.82 -28.12 0.08 8.22 0.00 3 0.13 Hl-lb 50 W16X36 43 6.09 -27.24 -0.09 8.94 0.00 3 0.12 H1-lb 50 W16X36 44 -1.22 -30.83 0.22 8.61 0.00 5 0.14 Hl-lb 50 W16X36 Level: Floor Code Check Summary 3/ RAM Frame v 11.1 Page 5111 Brian Abel UM1 DataBase: CCLATE-1 05/01/07 10:27:2S "TE"Trtw Building Code: IBC Steel Code: RISC LRFD Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 59 63.88 49.60 -4.30 7.11 0.24 3 0.39 H1-lb 50 HSS8X8X5/8 61 56.82 45.25 1.19 6.33 0.04 3 0.34 H1-Ib 50 HSS8X8X5/8 63 21.66 41.55 2.11 5.86 0.18 3 0.28 HI-lb 50 HSS8X8X5/8 64 20.21 40.79 0.64 5.50 0.03 3 0.27 Hl-lb 50 HSS8X8X5/8 65 20.48 40.15 0.43 5.40 0.02 3 0.26 Hl-lb 50 HSS8X8X5/8 98 17.62 40.98 0.97 5.60 0.05 3 0.27 H1-lb 50 HSS8X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 25 -1.43 -128.87 0.01 34.29 0.00 2 0.54 Hl-lb 50 W16X36 26 20.72 -78.94 2.09 39.69 0.01 3 0.41 Hl-Ib 50 W16X36 58 -0.16 -19.07 -10.70 9.93 0.22 4 0.35 Hl-lb 50 W16X36 61 11.19 -37.30 0.06 5.83 0.01 3 0.17 H1-lb 50 W16X36 62 8.59 -37.84 0.02 5.85 0.00 3 0.17 H1-lb 50 W16X36 63 -6.98 -35.08 -0.02 5.51 0.00 5 0.15 H1-lb 50 W16X36 64 3.58 -51.96 -0.55 7.30 0.03 3 0.24 H1-lb 50 W16X36 430 -0.35 -151.83 -0.01 36.94 0.00 2 0.63 H1-lb 50 W16X36 431 -0.48 -131.47 0.01 33.09 0.00 2 0.55 Hl-lb 50 W16X36 Frame#5: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 67 0.94 53.02 0.17 8.35 0.01 3 0.32 Hl-lb 50 HSS8X8X5/8 68 30.80 46.33 -0.00 6.59 0.00 5 0.33 H1-lb 50 HSS8X8X5/8 69 40.80 -64.16 0.00 2.78 0.00 3 0.26 Hl-lb 50 HSS12X8X5/8 70 47.00 105.46 0.00 10.60 0.00 5 0.40 HI-lb 50 HSS 12X8X5/8 99 41.19 -59.55 -0.00 6.99 0.00 3 0.43 H1-lb 50 HSS8X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 62 2.16 -103.40 0.01 30.62 0.00 2 0.28 Hl-lb 50 W18X55 63 15.87 -120.18 -0.02 31.10 0.00 3 0.34 H1-lb 50 W18X55 64 2.28 -118.57 0.00 32.98 0.00 2 0.38 Hl-lb 50 W18X55 395 39.79 -36.37 -3.15 4.36 0.11 3 0.15 HI-lb 50 W18X76 Level: Floor Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 67 23.40 102.15 0.65 14.52 0.03 3 0.64 H1-lb 50 HSS8X8X5/8 68 53.40 92.72 -0.11 12.59 0.01 3 0.65 Hl-lb 50 HSS8X8X5/8 69 46.91 176.74 -0.16 18.30 0.01 3 0.64 H1-lb 50 HSS12X8X5/8 70 41.90 121.95 -0.05 10.87 0.00 3 0.45 1-11-lb 50 HSS12X8X5/8 Code Check Summary 3 Z RAM Frame v 11.1 Page 6/11 Brian Abel UM DataBase: CCLATE-1 05/01/07 10:27:25 Building Code: IBC Steel Code: AISC LRFE Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size 99 48.00 51.40 -0.01 5.38 0.00 3 0.39 Hl-lb 50 HSS8X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 434 -34.77 -134.48 0.37 38.37 0.00 5 0.61 Hl-lb 50 W16X36 Frame#6: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 75 27.49 28.90 0.00 4.13 0.05 5 0.20 Hl-lb 50 HSS8X8X5/8 76 0.65 39.10 -0.01 5.96 0.01 5 0.23 Hl-lb 50 HSS8X8X5/8 88 22.83 44.37 0.00 6.61 0.09 5 0.29 Hl-lb 50 HSS8X8X5/8 91 33.85 -36.74 -0.00 5.29 0.02 3 0.25 H1-lb 50 HSS8X8X5/8 94 32.19 37.77 -0.00 5.48 0.02 5 0.26 H1-lb 50 HSS8X8X5/8 104 35.23 40.93 -0.01 6.08 0.04 5 0.28 Hl-lb 50 HSS8X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 33 37.84 30.37 -0.14 6.17 0.04 3 0.17 Hl-lb 50 W16X36 45 0.14 -13.38 -7.62 3.81 0.05 4 0.12 Hl-lb 50 W18X65 46 26.89 -51.07 -1.40 14.61 0.00 3 0.18 H1-lb 50 W18X50 47 1.65 -82.89 0.01 27.39 0.00 2 0.20 H1-lb 50 W18X55 48 1.67 -83.94 0.00 23.63 0.00 2 0.20 H1-lb 50 W18X55 49 1.90 -80.35 -0.01 25.64 0.00 2 0.19 Hl-lb 50 W18X55 50 -3.16 -77.87 -0.95 25.38 0.00 5 0.22 H1-lb 50 W18X50 Level: Floor Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 75 49.70 -79.79 1.16 10.70 0.04 5 0.53 Hl-lb 50 HSS8X8X5/8 76 32.39 81.73 -2.14 11.62 0.14 3 0.53 H1-lb 50 HSS8X8X5/8 88 44.78 78.90 3.57 11.20 0.34 3 0.54 Hl-lb 50 HSS8X8X5/8 91 43.20 -76.15 -0.88 10.24 0.04 5 0.50 H1-lb 50 HSS8X8X5/8 94 41.58 75.12 -0.60 10.13 0.02 3 0.49 H1-lb 50 HSS8X8X5/8 104 47.17 -76.36 2.40 10.50 0.13 5 0.52 H1-1b 50 HSS8X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 75 6.56 -93.92 1.38 11.60 0.09 3 0.44 H1-lb 50 W16X36 77 -13.14 -59.28 -0.04 8.11 0.00 5 0.26 H1-lb 50 W16X36 78 -17.64 -63.45 -0.05 8.72 0.01 5 0.28 Hl-lb 50 W16X36 79 20.76 -59.25 0.04 8.33 0.01 3 0.28 H1-lb 50 W16X36 80 -26.87 -76.64 3.28 17.68 0.43 5 0.43 Hl-lb 50 W16X36 Code Check Summary -33 RAM Frame v11.1 Page 7/11 Brian Abel RAM DataBase: CCLATE-1 05/01/07 10:27:29 INHRNAw>w Building Code: IBC Steel Code: AISC LRFD Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size 81 34.28 -48.90 1.89 7.50 0.11 3 0.30 Hl-lb 50 W16X36 91 40.00 89.69 -0.05 18.64 0.01 3 0.42 H1-lb 50 W16X36 Frame#7: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 80 2.23 -32.97 -0.00 4.78 0.02 3 0.20 Hl-lb 50 HSS8X8X5/8 81 7.33 -35.91 -0.80 5.74 0.06 5 0.23 H1-lb 50 HSS8X8X5/8 84 18.64 38.56 0.01 4.69 0.00 3 0.25 H1-lb 50 HSS8X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 28 11.57 24.23 -0.93 4.11 0.02 3 0.15 H1-lb 50 W16X36 29 6.84 -28.45 -0.34 4.43 0.04 3 0.14 Hl-lb 50 W16X36 30 -4.51 -43.19 -0.09 5.92 0.01 5 0.19 Hl-lb 50 W16X36 Level: Floor Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 80 -2.93 -84.28 -3.30 11.52 0.26 5 0.52 Hl-lb 50 HSS8X8X5/8 81 35.91 -94.57 -1.56 13.77 0.05 5 0.61 H1-lb 50 HSS8X8X5/8 85 36.30 96.68 0.04 14.59 0.00 3 0.61 Hl-lb 50 HSS8X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 100 16.38 -59.16 0.09 10.61 0.01 3 0.36 Hl-lb 50 WlOX39 476 22.50 79.77 -2.95 11.88 0.27 3 0.47 H1-lb 50 W16X36 Frame#8: Level: Floor Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 82 14.84 -29.91 0.00 4.49 0.00 5 0.29 Hl-lb 50 HSS8X8X3/8 86 12.77 29.81 0.00 4.48 0.00 3 0.29 Hl-lb 50 HSS8X8X3/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 97 0.78 8.32 0.00 8.17 0.00 1 50 W24X62 Frame#9: Level: Roof Code Check Summary 2y ` RAM Frame vl 1.1 Page 8/11 Brian Abel Um DataBase: CCLATE-1 05/01/07 10:27:25 wERNA t^w Building Code: IBC Steel Code: AISC LRFD Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 12 39.56 0.07 7.42 0.01 3.05 2 0.53 Hl-la 50 HSS8X8X3/8 13 43.14 0.02 -4.69 0.01 2.46 2 0.55 H1-la 50 HSS8X8X3/8 14 30.17 -0.00 14.70 0.00 2.78 2 0.48 H1-la 50 HSS8X8X3/8 15 7.87 -23.02 0.00 3.04 0.02 3 0.15 Hl-lb 50 HSS8X8X5/8 17 28.12 -36.35 -4.10 4.95 0.02 2 0.27 H1-lb 50 HSS8X8X5/8 19 -1.63 0.13 19.31 0.01 2.97 4 0.18 H1-lb 50 HSS8X8X3/8 20 15.17 -0.98 -60.48 0.11 9.52 5 0.27 Hl-lb 50 HSS 12X8X5/8 22 12.42 0.00 -14.71 0.01 2.28 4 0.21 H1-lb 50 HSS8X8X3/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 7 2.25 20.03 0.38 6.57 0.02 4 0.10 H1-lb 50 W16X36 22 8.69 -23.00 -0.72 4.90 0.01 4 0.12 Hl-lb 50 W16X36 23 -10.55 -21.08 0.09 2.63 0.00 6 0.10 H1-lb 50 W16X36 24 0.91 -61.63 -0.05 16.57 0.00 2 0.26 Hl-lb 50 W16X36 25 2.06 -77.23 -0.03 20.01 0.00 2 0.32 Hl-lb 50 W 12X45 26 1.49 -74.17 -0.00 19.14 0.00 2 0.31 H1-lb 50 W12X45 Level: Floor Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 12 30.92 0.21 28.66 0.00 4.07 4 0.34 H1-lb 50 HSS8X8X3/8 13 34.44 -0.19 -27.80 0.00 3.89 6 0.34 H1-lb 50 HSS8X8X3/8 14 21.26 0.66 27.32 0.05 3.71 4 0.31 H1-lb 50 HSS8X8X3/8 15 26.30 -81.85 0.07 10.93 0.03 5 0.52 H1-lb 50 HSS8X8X5/8 17 47.11 -50.41 -1.91 7.28 0.47 5 0.36 H1-lb 50 HSS8X8X5/8 19 27.89 1.22 -25.39 0.05 4.13 6 0.31 HI-lb 50 IISS8X8X3/8 20 45.68 1.13 121.37 0.09 16.98 5 0.56 H1-lb 50 HSS12X8X5/8 22 41.91 1.61 26.27 0.13 3.62. 4 0.43 III-la 50 HSS8X8X3/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 22 -0.04 3.16 -9.61 17.55 0.13 5 0.26 Hl-lb 50 W16X36 23 -7.49 49.58 0.84 15.27 0.10 6 0.24 H1-lb 50 W16X36 24 -8.64 -39.29 -0.22 13.09 0.00 6 0.18 H1-lb 50 W16X36 40 9.99 -40.58 -0.14 4.99 0.01 4 0.19 H1-lb 50 W16X36 41 10.93 -33.29 0.02 7.62 0.00 4 0.16 H1-lb 50 W16X36 474 12.34 -24.51 -0.10 3.07 0.00 4 0.14 Hl-lb 50 HSS 12X8X3/8 Frame#10: Level: Roof Code Check Summary 3S RAM Frame vl 1.1 Page 9/11 Brian Abel FDataBase: CCLATE-1 05/01/07 10:27:29 Building Code: IBC Steel Code: AISC LRFD Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 44 20.13 -0.00 -41.38 0.02 5.64 4 0.33 H1-lb 50 HSS8X8X5/8 60 31.68 -6.86 -47.95 0.55 7.81 6 0.36 H1-lb 50 HSS8X8X5/8 72 54.59 94.28 0.00 13.00 0.01 6 0.38 H1-lb 50 HSS12X8X5/8 74 28.89 0.00 57.60 0.00 7.85 6 0.38 H1-lb 50 HSS12X8X1/2 109 48.41 -100.82 -8.50 13.52 2.66 4 0.40 Hl-lb 50 HSS12X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 35 37.08 -140.96 -0.10 39.84 0.01 4 0.58 H1-la 50 W18X50 53 2.69 -55.68 -0.06 17.84 0.00 2 0.18 H1-lb 50 W18X50 393 25.97 -128.02 0.55 42.15 0.02 4 0.67 H1-la 50 W18X50 394 1.11 -70.61 10.65 30.74 0.06 3 0.37 H1-lb 50 W18X50 Level: Floor Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 44 46.85 -0.76 75.38 0.04 9.89 4 0.53 H1-lb 50 HSS8X8X5/8 60 71.36 -4.05 -85.88 0.94 12.11 6 0.61 Hl-lb 50 HSS8X8X5/8 72 62.62 205.08 -0.62 26.98 0.02 4 0.75 H1-lb 50 HSS12X8X5/8 74 43.68 -0.07 -96.82 0.01 12.92 6 0.70 H1-la 50 HSS12X8X1/2 109 72.97 -204.45 12.38 26.82 2.87 6 0.77 H1-lb 50 HSS12X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 27 -5.67 -75.04 0.26 19.02 0.00 6 0.43 Hl-lb 50 W 16X36 479 38.18 -123.80 0.00 13.78 0.00 12 0.54 H1-la 50 W18X50 485 23.04 -113.17 -0.14 10.01 0.01 12 0.59 141-1a 50 W18X50 486 -10.68 -122.93 -0.71 18.65 0.03 6 0.34 Hl-lb 50 W18X50 Frame#11: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 39 16.26 0.00 -93.57 0.01 15.36 4 0.62 Hl-lb 50 HSS8X8X5/8 46 30.34 0.00 49.52 0.01 8.10 6 0.51 H1-la 50 HSS8X8X5/8 62 22.80 7.32 -52.61 0.93 8.66 6 0.38 H1-lb 50 HSS8X8X5/8 71 32.32 -102.01 0.00 15.29 0.00 4 0.45 Hl-lb 50 HSS12X8X1/2 73 18.74 117.20 0.00 17.55 0.10 6 0.49 H1-lb 50 HSS12X8X1/2 77 16.03 -0.63 49.78 0.18 7.91 6 0.32 H1-lb 50 HSS8X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 55 14.71 -101.99 -0.10 20.48 0.01 12 0.29 Hl-lb 50 W21X50 Code Check Summary 36 RAM Frame v11.1 Page 10/11 Brian Abel DataBase: CCLATE-1 05/01/07 10:27:29 IMERIVA Building Code: IBC Steel Code: AI SC LRFD Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size 56 22.58 -52.42 0.44 19.74 0.01 4 0.45 Hl-la 50 W21X50 57 62.76 -75.76 -0.46 22.30 0.11 4 0.27 Hl-lb 50 W21X50 58 47.49 -106.14 0.04 20.80 0.01 4 0.80 H1-la 50 W21X57 Level: Floor Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 29 12.43 -0.65 36.36 0.05 4.89 4 0.24 Hl-lb 50 HSS8X8X5/8 31 32.32 86.26 2.04 11.85 0.45 3 0.56 H1-lb 50 HSS8X8X5/8 39 22.15 -1.00 -34.19 0.06 4.32 6 0.25 H1-lb 50 HSS8X8X5/8 46 56.90 1.26 98.82 0.08 13.38 4 0.69 H1-lb 50 HSS8X8X5/8 62 55.15 4.19 -104.99 0.84 14.73 6 0.71 H1-lb 50 HSS8X8X5/8 71 39.73 224.37 0.00 30.25 0.02 4 0.94 H1-lb 50 HSS12X8X1/2 73 62.84 276.25 -2.03 37.58 0.26 4 0.99 Hl-lb 50 HSS12X8X5/8 77 68.16 1.03 -107.00 0.24 14.82 6 0.71 H1-lb 50 HSS8X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 9 4.77 -30.98 -0.73 6.95 0.01 4 0.21 H1-lb 50 W21X50 13 0.36 7.63 -0.02 6.83 0.00 1 50 W24X62 56 5.17 -130.35 0.93 18.33 0.06 12 0.43 H1-lb 50 W21X50 480 47.61 -168.92 -0.08 16.09 0.01 12 0.56 H1-la 50 W21X62 481 69.12 -168.54 2.26 45.71 0.36 12 0.54 H1-lb 50 W21X50 Frame#12: Level: Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size ft kips kip-ft kip-ft kips kips ksi 100 20.51 124.09 -0.00 17.04 0.02 6 0.42 Hl-lb 50 HSS12X8X5/8 101 16.82 -89.65 6.53 10.70 0.85 4 0.33 H1-lb 50 HSSl2X8X5/8 107 22.77 82.02 10.99 10.66 1.29 6 0.33 Hl-lb 50 HSS 12X8X5/8 108 8.97 -113.03 -0.00 16.40 0.04 4 0.37 Hl-lb 50 HSS12X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 59 -6.74 -105.90 -0.56 21.84 0.00 6 0.29 H1-1b 50 W 18X50 60 40.04 83.10 -1.91 10.97 0.09 12 0.29 H1-lb 50 W18X50 61 23.77 -77.81 0.58 6.90 0.05 4 0.24 Hl-lb 50 W 18X50 Level: Floor Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 100 15.84 215.65 -1.56 28.19 0.09 4 0.72 H1-lb 50 HSS12X8X5/8 101 36.26 191.34 -1.72 23.39 0.39 4 0.65 H1-lb 50 HSS12X8X5/8 Code Check Summary 37 RAM Frame vl 1.1 Page 11/11 FfilBrian Abel UM DataBase: CCLATE-1 05/01/07 10:27:29 'NTERNA71l,w Building Code: IBC Steel Code: AISC LRFD Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size 107 51.80 -207.86 -0.73 25.93 0.13 6 0.71 H1-lb 50 HSS12X8X5/8 108 27.79 221.89 2.74 29.54 0.15 4 0.75 Hl-lb 50 HSS 12X8X5/8 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 464 12.47 -175.57 1.38 15.13 0.07 4 0.50 Hl-lb 50 W18X50 465 40.35 201.20 -1.70 24.96 0.11 12 0.60 Hl-lb 50 W18X50 466 27.53 -116.07 -0.03 10.64 0.00 8 0.34 Hl-lb 50 W18X50 RAM Foundation v11.1 Spread Footing_ Design S�u�mmark Brian Abel RAM DataBase: CC Lateral Date: 03/26/07 15:29:44 'NfEANAR>w Building Code: IBC Design Code: AC1318-02 Orientation Dimensions (ft) fc/fy Bottom Reinforcement Top Reinforcement Grid Col/Foot Length Width Thick ksi Parallel to Parallel to Parallel to Parallel to Length Width Length Width (1 -M) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (1 -N) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (2 - K) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (2 - P) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (3 - P) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (3 - S) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (3 - Y) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (3 - CC) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (4 - C) 0.00/0.00 8.67 8.67 1.00 3.00/60.00 944 744 743 843 (4 - G) 0.00/ 0.00 5.33 5.33 1.00 3.00/60.00 843 843 543 543 (4 -K) 0.00/ 0.00 5.33 5.33 1.00 3.00/60.00 843 843 543 543 (4 -P) 0.00/ 0.00 5.33 5.33 1.00 3.00/60.00 843 843 543 543 (4 - S) 0.00/0.00 6.67 6.67 1.00 3.00/60.00 744 644 643 643 (4 - Y) 0.00/0.00 6.67 6.67 1.00 3.00/60.00 1043 1043 643 643 (4 -Z) 90.00/0.00 8.67 8.67 1.33 3.00/60.00 845 845 743 743 (4 - CC) 0.00/ 0.00 7.33 7.33 1.00 3.00/60.00 1243 1243 643 643 (5 -FF) 0.00/0.00 8.00 8.00 1.33 3.00/60.00 745 745 643 643 (5 -JJ) 0.00/0.00 7.33 7.33 1.00 3.00/60.00 1443 1243 643 643 (6 -B) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (6 - C) 0.00/0.00 8.67 8.67 1.00 3.00/60.00 1044 744 743 843 (7 - S) 0.00/0.00 6.67 6.67 1.00 3.00/60.00 645 745 643 643 (8 -Z) 90.00/0.00 10.00 10.00 1.67 3.00/60.00 1046 1046 None None (9 - A) 0.00/0.00 5.33 5.33 1.00 3.00/60.00 843 843 543 543 (9 -C) 0.00/0.00 7.33 7.33 1.00 3.00/60.00 1943 1243 643 643 (10 -FF) 0.00/0.00 9.33 9.33 1.33 3.00/60.00 846 846 None None (10 - JJ) 0.00/ 0.00 7.33 7.33 1.00 3.00/60.00 944 744 643 643 (11 - G) 0.00/ 0.00 10.00 10.00 1.00 3.00/60.00 1343 2343 1143 1243 W (11 -K) 90.00/0.00 10.67 10.67 1.33 3.00/60.00 945 1145 943 943 40 (11 - S) 0.00/0.00 8.00 8.00 1.33 3.00/60.00 745 745 643 643 Spread Footing Design Summary RAM Foundation v 11.1 Page 2/3 Brian Abel RHM DataBase: CC Lateral Date: 03/26/07 15:29:44 Nff4,4ABuilding Code: IBC Design Code: ACI318-02 (11 - W) 0.00/0.00 8.00 8.00 1.00 3.00/60.00 1343 1843 643 643 (13 - W) 0.00/0.00 4.67 4.67 1.00 3.00/60.00 1143 1143 None None (13 -FF) 0.00/0.00 8.00 8.00 1.33 3.00/60.00 745 745 643 643 (13 -JJ) 0.00/0.00 6.67 6.67 1.00 3.00/60.00 1443 1043 643 643 (14 -A) 0.00/0.00 5.33 5.33 1.00 3.00/60.00 843 843 543 543 (14 - C) 0.00/0.00 8.00 8.00 1.00 3.00/60.00 1843 1343 643 643 (16 - S) 0.00/0.00 6.67 6.67 1.00 3.00/60.00 645 645 643 643 (17 - BB) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (17 - EE) 0.00/0.00 4.00 4.00 1.00 3.00/60.00 1043 1043 None None (17 -FF) 0.00/0.00 8.00 8.00 1.00 3.00/60.00 1843 1343 643 643 (18 -E) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (19 - Q) 0.00/0.00 9.33 9.33 1.00 3.00/60.00 1244 844 743 843 (20 -E) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (21 - L) 90.00/0.00 12.00 12.00 1.33 3.00/60.00 945 1045 1343 1343 (21 - S) 0.00/0.00 7.33 7.33 1.00 3.00/60.00 1443 1943 643 643 (21 - W) 0.00/0.00 7.33 7.33 1.00 3.00/60.00 1443 1943 643 643 (21 - BB) 0.00/0.00 8.00 8.00 1.00 3.00/60.00 1343 1843 643 643 (21 - FF) 0.00/0.00 8.67 8.67 1.00 3.00/60.00 1044 1044 743 843 (21 - HH) 0.00/0.00 9.33 9.33 1.00 3.00/60.00 844 844 943 1043 (22 - E) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (22 -F) 0.00/0.00 8.67 8.67 1.00 3.00/60.00 1044 844 743 743 (22 - Q) 0.00/0.00 8.67 8.67 1.00 3.00/60.00 1244 844 743 743 (22 - S) 0.00/0.00 6.67 6.67 1.00 3.00/60.00 1043 1043 643 643 (22 -U) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (22 -X) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (22 -AA) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (22 - EE) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (22 - FF) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (23 - DD) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (23 - EE) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (23 - FF) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (23 - GG) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None W (24 - E) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None Spread Footing Design Summary RAM Foundation v11.1 Page 3/3 Brian Abel DataBase: CC Lateral Date: 03/26/07 15:29:44 Building Code: IBC Design Code: AC1318-02 (24 - U) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (25 -E) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (25 -F) 0.00/0.00 6.67 6.67 1.00 3.00/60.00 844 644 643 643 (25 - Q) 0.00/0.00 9.33 9.33 1.33 3.00/60.00 945 845 743 743 (25 - S) 0.00/0.00 6.00 6.00 1.00 3.00/60.00 1043 1043 543 543 (25 -U) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (26 - E) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (26 - U) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (27 - DD) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (27 -GG) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (28 -E) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (28 - F) 0.00/0.00 6.67 6.67 1.00 3.00/60.00 1443 1043 643 643 (28 - Q) 0.00/0.00 8.00 8.00 1.33 3.00/60.00 745 745 643 643 (28 - S) 0.00/0.00 5.33 5.33 1.00 3.00/60.00 843 843 543 543 (28 - U) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (29- E) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (29- U) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (30 -E) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (30- F) 0.00/0.00 7.33 7.33 1.00 3.00/60.00 944 744 643 643 (30- Q) 0.00/0.00 6.67 6.67 1.00 3.00/60.00 1243 1043 643 643 (30- S) 0.00/0.00 6.00 6.00 1.00 3.00/60.00 1043 1043 543 543 (30 -U) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (31 - E) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (31 - U) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (33 - E) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None (33 -F) 90.00/0.00 13.33 13.33 1.33 3.00/60.00 1244 1744 1244 1244 (33 - J) 90.00/0.00 13.33 13.33 1.33 3.00/60.00 2143 2643 1244 1244 (33 - 0) 90.00/ 0.00 11.33 11.33 1.33 3.00/60.00 1344 1644 1343 1343 (33 - S) 90.00/ 0.00 12.00 12.00 1.33 3.00/60.00 1244 1344 944 944 (33 - U) 0.00/0.00 3.33 3.33 1.00 3.00/60.00 1243 1243 None None 01 - Q) 90.00/0.00 10.00 10.00 1.33 3.00/60.00 945 1145 843 843 (21 - Q) 0.00/0.00 8.67 8.67 1.00 3.00/60.00 745 745 743 743 CC * -Number between() in reinforcement is quantity of bars in center strip of rectangular footing Floor Mau RAM Steel vl 1.1 a' Brian Abel UM DataBase: CCLATE-1 05/01/07 10:27:29 m"Tr w Building Code: IBC Steel Code: AISC LRFD Floor Type: Floor ---- --- --- --- - - --- -- — _ m m�s9 ,395 Go X396 '�1 v cn N m n' ,A,,� :397: mm. / rnmrnmmmm� 3980, M M q 399 ' 00 - - - - ii ,, i I - 401^ - 402 Ln 3 ---------- -, 6 6 278 279 280 N� 261 f�000 mil 282 N m M 0) " ch 283 - N N 04 N m m v " 264 f° -285 < -- - - 33 - 287 --- -' 191 Tiii 288-_V) ---- �-19 N, I 269__ L:197 "' <k vl vk 19 _ 290 333322¢1 1 1�4 r -- i 2 291 CJ - 93 292 co °' �i 294199 r , N295--- 28 432 296 -- .. — --- . -- ------ 297 200298 201 v - �� 299 - -202- -- - - 300 - - 2-2004 ! N r) m m n 301 205 n -� umi ---302-- N 303 �-206----------t --------' 30`oi�i�m n afc _ co r�Oc c 208 30 e-�l7 N H NN N N C 25 430 n 431 O Nb�� 210 211 212 - m O rn v In 0 21 0_ m u> 214 ________ _ __, -W V IW _ � 215 216 434 92 493 17.. - - --- - - ;----- --------- ---- -- ----- - --- -- -- -- -- - -----------------. 219 220' 221 - --- - - - ----------- -rn - - - ---1--------------------- -----�---�,--',--j----------- Beam Summary yZ RAM Steel vl 1.1 Brian Abel DataBase: CCLATE-1 05/01/07 10:27:29 Building Code: IBC Steel Code: AISC LRFD STEEL BEAM DESIGN SUMMARY: Floor Type: Roof Bin # Length +Mu -Mu Mn Fy Beam Size Studs ft kip-ft kip-ft kip-ft ksi 34 37.58 35.1 0.0 102.9 50.0 W12X19 12 24.08 72.1 0.0 138.3 50.0 W14X22 13 21.17 8.2 0.0 52.5 50.0 WIOX12 11 27.49 73.5 0.0 138.3 50.0 W14X22 225 7.02 14.0 0.0 52.5 50.0 WIOX12 54 11.51 29.8 0.0 52.5 50.0 WIOX12 32 26.33 174.2 0.0 277.1 50.0 W18X35 366 27.49 108.5 0.0 184.2 50.0 W16X26 3 24.50 130.4 0.0 184.2 50.0 W16X26 18 9.54 8.6 0.0 52.5 50.0 WIOX12 19 13.00 2.2 0.0 52.5 50.0 WIOX12 15 15.00 20.8 0.0 52.5 50.0 WIOX12 65 19.17 138.4 0.0 184.2 50.0 W16X26 Floor Type: Floor Bm# Length +Mu -Mu Mn Fy Beam Size Studs ft kip-ft kip-ft kip-ft ksi 44 9.50 8.4 0.0 52.5 50.0 WIOX12 45 9.97 5.4 0.0 52.5 50.0 WIOX12 43 9.97 5.4 0.0 52.5 50.0 WIOX12 42 7.67 1.1 0.0 52.5 50.0 WIOX12 39 2.67 0.1 0.0 52.5 50.0 WIOX12 38 17.69 11.2 0.0 52.5 50.0 WIOX12 37 22.05 17.4 0.0 52.5 50.0 WlOX12 36 11.62 7.6 0.0 52.5 50.0 WIOX12 35 5.00 0.5 0.0 52.5 50.0 WIOX12 33 24.08 177.3 0.0 233.1 50.0 W12X19 26 417 6.32 7.4 0.0 87.1 50.0 WlOX12 6 427 30.35 214.2 0.0 257.5 50.0 W14X22 22 34 21.17 55.2 0.0 87.9 50.0 WIOX12 7 418 6.32 7.4 0.0 87.1 50.0 WIOX12 6 101 16.00 4.5 0.0 52.5 50.0 WIOX12 102 12.58 15.1 0.0 52.5 50.0 WIOX12 426 30.35 214.2 0.0 257.5 50.0 W14X22 22 416 21.17 95.9 0.0 113.2 50.0 WIOX12 12 415 24.50 136.7 0.0 163.3 50.0 W12X14 18 419 6.32 7.4 0.0 87.1 50.0 WIOX12 6 425 30.35 214.2 0.0 257.5 50.0 W14X22 22 31 27.49 237.1 0.0 304.3 50.0 W16X26 25 414 24.50 136.7 0.0 163.3 50.0 W12X14 18 Beam Summary y2 RAM Steel v11.1 Page 2/3 Brian Abel Um DataBase: CCLATE-1 05/01/07 10:27:29 IME"Tctw Building Code: IBC Steel Code: AISC LRFD Bm # Length +Mu -Mu Mn Fy Beam Size Studs 98 22.50 28.6 0.0 52.5 50.0 WIOX12 420 27.49 134.6 0.0 163.0 50.0 W12X14 18 424 30.35 214.2 0.0 257.5 50.0 W14X22 22 413 24.50 136.7 0.0 163.3 50.0 W12X14 18 421 27.49 134.6 0.0 163.0 50.0 W12X14 18 423 11.51 26.7 0.0 88.0 50.0 WIOX12 6 28 9.58 46.3 0.0 96.7 50.0 WIOX12 11 412 24.50 136.7 0.0 163.3 50.0 W12X14 18 422 27.49 134.6 0.0 163.0 50.0 W12X14 18 428 11.51 22.8 0.0 88.0 50.0 WIOX12 6 92 26.33 46.6 0.0 266.7 50.0 W16X36 u 450 16.33 66.3 0.0 88.3 50.0 WlOX12 6 452 18.84 88.2 0.0 105.9 50.0 WIOX12 10 29 11.51 13.5 0.0 87.5 50.0 WIOX12 6 432 28.00 278.0 0.0 330.4 50.0 W16X26 26 482 27.49 155.0 0.0 184.1 50.0 W12X16 20 5 24.50 97.3 0.0 270.7 50.0 W 16X26 u 14 10 28.01 90.4 0.0 290.0 50.0 W 14X43 u 451 16.33 66.3 0.0 88.3 50.0 WIOX12 6 453 18.84 88.2 0.0 105.9 50.0 WlOX12 10 96 22.50 9.1 0.0 52.5 50.0 WIOX12 94 26.33 59.0 0.0 138.3 50.0 W14X22 95 10.67 7.4 0.0 52.5 50.0 WIOX12 483 27.49 174.1 0.0 209.6 50.0 W12X19 23 21 7.48 1.0 0.0 83.8 50.0 WIOX12 4 449 16.33 59.8 0.0 88.3 50.0 WIOX12 6 448 18.84 79.6 0.0 97.8 50.0 WIOX12 8 15 9.54 20.0 0.0 52.5 50.0 WlOX12 14 13.00 70.6 0.0 83.8 50.0 W12X16 12 15.00 49.6 0.0 72.5 50.0 W12X14 90 10.50 7.3 0.0 52.5 50.0 WIOX12 454 16.33 53.3 0.0 88.3 50.0 WIOX12 6 456 18.84 70.9 0.0 88.4 50.0 WIOX12 6 429 24.54 127.6 0.0 184.2 50.0 W 16X26 455 16.33 53.3 0.0 88.3 50.0 WIOX12 6 457 18.84 70.9 0.0 88.4 50.0 WlOX12 6 89 10.50 7.2 0.0 52.5 50.0 WIOX12 229 12.96 6.9 0.0 52.5 50.0 WIOX12 55 14.46 15.7 0.0 458.3 50.0 W21X50 u 54 9.17 1.6 0.0 52.5 50.0 WlOX12 88 10.50 7.0 0.0 52.5 50.0 WIOX12 60 11.50 7.8 0.0 52.5 50.0 WIOX12 66 10.50 6.5 0.0 52.5 50.0 WIOX12 59 11.33 7.6 0.0 52.5 50.0 WIOX12 57 10.84 7.0 0.0 52.5 50.0 WIOX12 Beam Summary IN RAM Steel vl1.1 Page 3/3 Brian Abel DataBase: CCLATE-I OS/O1/07 10:27:29 Building Code: IBC Steel Code: AISC LRFD Bm# Length +Mu -Mu Mn Fy Beam Size Studs 52 8.00 5.9 0.0 52.5 50.0 WIOX12 53 8.00 5.9 0.0 52.5 50.0 WIOX12 49 4.50 0.3 0.0 52.5 50.0 WIOX12 48 33.25 163.9 0.0 277.1 50.0 W18X35 50 15.00 12.9 0.0 52.5 50.0 WIOX12 51 5.00 0.4 0.0 52.5 50.0 W 1 OX 12 46 33.25 163.9 0.0 277.1 50.0 W 18X35 87 10.50 7.2 0.0 52.5 50.0 WIOX12 67 10.50 6.6 0.0 52.5 50.0 WIOX12 86 10.50 7.3 0.0 52.5 50.0 WIOX12 488 21.00 2.7 0.0 140.8 50.0 HSS10X6X3/8 u 68 10.50 6.6 0.0 52.5 50.0 WIOX12 85 10.50 7.2 0.0 52.5 50.0 WIOX12 69 10.50 6.6 0.0 52.5 50.0 WIOX12 47 24.50 26.8 0.0 72.5 50.0 W12XI4 84 10.50 7.0 0.0 52.5 50.0 WIOX12 70 10.50 6.6 0.0 52.5 50.0 WIOX12 83 10.50 7.2 0.0 52.5 50.0 WIOX12 71 10.50 6.6 0.0 52.5 50.0 WIOX12 82 10.50 7.3 0.0 52.5 50.0 WIOX12 72 10.50 6.6 0.0 52.5 50.0 WIOX12 76' 8.67 4.9 0.0 52.5 50.0 WIOX12 73 8.67 4.5 0.0 52.5 50.0 WIOX12 74 10.16 1.9 0.0 52.5 50.0 WIOX12 65 9.17 1.7 0.0 52.5 50.0 WIOX12 * after Size denotes beam failed stress/capacity criteria. #after Size denotes beam failed deflection criteria. u after Size denotes this size has been assigned by the User. 2 LBEIL Consulting Engineers 814 West Diamond Avenue • Suite 360 Gaithersburg, MD 20878 The Palms Lf-c--u" Fleet Landing Community Center & Apartment Building Atlantic Beach, Florida Project Number 06125 Structural Calculations (Permit Set) May 04, 2007 FILE Copy Structural Design • Professional Corporation Voice: 301.258.8884 0 Fax: 301.258.9457 0 Web: WWw.AC I>A.NE'r TABLE OF CONTENTS Apartment Design Criteria 1 —5 Framed Concrete Slab & Beam Design 6-23 Concrete Column Design 24-35 Concrete Roof Beam Design 36-47 Foundation Design 48 -51 Concrete Stair Design 52-57 Community Center Design Criteria 1 -6 Steel Frame Design 7-37 Foundation Design 38-40 Composite Steel Floor Design 41 -44 AL _e g Engin�e�ers Title: Fleet Landing - Apartment Building Project ID: 06125 General Information:4-story apartment Main Structural System:Cast In Place Concrete Lateral System: Concrete Moment Frame Foundations: Building Code: Florida Building Code 2004 w/ 2006 Supplements Lateral Loads: Seismic:see attached Wind : V = 120 mph - Wind Borne Debris Region I = 1.0 Exposure C - per Atlantic Beach requirements Roof Loading: Roof: Live = 20 PSF Top Chord Dead Load= Concrete Roof Tiles 12PSF Battens/Shims/Underlayment 2 PSF Sheathing 3 PSF Truss 8 PSF 25 PSF Bottom Chord Dead Load = 10 PSF Floor: Live = 40 PSF + 20 PSF(Partition) = 60 PSF Dead = Self Weight Per RAM Concept+ 10 PSF MEP 814 W. Diamond Ave, Suite 630 Tel 301-258-8884 Gaithersburg,MD 20878 Fax 301-258-9457 www.ACEPA.net ___ info@ACEPA.net Consulting Engin�e�ers Project: Project#: Building Code: IBC 2003 Seismic: Seismic Use Group: Mean Height: Site Class: C ' I R= Ss= W= St= Type of Lat. Resistance other w le= 1.00 (pg 272) Fa= 1.60 (pg 323) Fv= 2.40 (pg 323) SMs= Fa x Ss= 0.240 (pg 322) SM, = F„x S, = 0.192 (pg 322) SDs = 2SMs/3 = 0.160 (pg 322) SDI =2SM,/3 = 0.128 (pg 322) SEISMIC DESIGN CATEGORY B (pg 326) Ta= CtHt,x= 0.365 (pg 147 ASCE) Ct= 0.02 (pg 147 ASCE) T= CuTa= 0.579 (pg 147 ASCE) X= 0.75 (pg 147 ASCE) CU= 1.588 (pg 147 ASCE) Cs= SDs/(R/le) = 0.053 (pg 146 ASCE) CS,MIN= 0.044SDSIe= 0.007 (pg 146 ASCE) CS,MAx— SI), /t(R/Ie)T]= 0.074 (pg 146 ASCE) Cs= 0.053 V=CSW= 160.0 kips (pg 146 ASCE) 3 ProjectlD By Sheet# Date ABEL PROJECT Consulting Engineers F oo � ke7 A�!6 kd VL'.L 3 Is psF 8„ Pop"" --Roo; Y h5 60 ft. Fi ure 6-11C External Pressure Coefficients,GC Enclosed,Partially Enclosed Buildings Gable/Hip Roofs 7°< e < 27° I I a a o 0 �iO i�� O i� C 3 O 3 - ------------ ----- - - - --0--^ 1 2 A 2 h a a ® 2 2 3 2 3 Q � 10 100 _ CJ -2.8 -2,6 -2.6 -2.4 3 U -2Z RO c9 -2.0 z.o a 18 -1.7 0 10 100 a� t6 -4.0 -1.4 a -3.8 3 1.2 12 0 3.6 effianal 3.7 LD -08 1 -0B 3.2 -0.6 m -3.0 aJ -0.4 -2.8 CL -0.2 -2.6 •-2.5 0- 0 -2.4 E -2.2+0.2 +a.3 -22 2 - ar +0.41 2 3 W +0.6 +0,6 -2.01 10 20 50 100 200 5001000 +0.8 w (0.9) (1.9) (4.6) (9.3)(18.6) (46.5)(92.9) 1 10 20 50 100 200 5001000 (o.t) (0.9) (1.9) (4.6) (9.3)(18.6) (46.5)P2.9) Effective Wind Area,ft 2(m2) Effective Wind Area,ft 2(m2) Notes: 1. Vertical scale denotes GCP to be used with qh. 2. Horizontal scale denotes effective wind area,in square feet(square meters). 3. Plus and minus signs signify pressures acting toward and away from the surfaces,respectively. 4. Each component shall be designed for maximum positive and negative pressures. 5. Values of GCP for roof overhangs include pressure contributions from both upper and lower surfaces. 6. For hip roofs with 7°<0<_27°,edge/ridge strips and pressure coefficients for ridges of gabled roofs shall apply on each hip. 7. For hip roofs with 0<_25°,Zone 3 shall be treated as Zone 2. 8. Notation: a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 m). h: Mean roof height,in feet(meters),except that eave height shall be used for 0<_ 10°. 0: Angle of plane of roof from horizontal,in degrees. r Minimum Design Loads for Buildings and Other Structures 57 04/15/2008 TUB 11:14 PAX 2001/006 MCMEIGH&MANGUM E- N G I N E E R I N G I. N C TM ESHOLD REPORT PROJECT: The Palms at Fled Landing OWNER: Naval Condoning Care Retirement Curr Foundation,Inc. MME PROJECT No.: 08013 LOCATION: Atlantic Beach,Florida ARCHITECT: Michael Glenn Hull Noelker and Sall Associates,Inc. PERMIT No. 07-00000848 ENGINEER of Brian R.Abel,P.E. RECORD: ABEL Consulting Engineers REPORT No.: 22 CONTRACTOR: RPC General Contractors,Inc. INSPECTION: PERSONNEL PRESENT: E.. DATE: April 15,2008 Bobby Haines—McVeigh&Mangum TIME: 8:30 am to 9:00 am Steve Smedley_—RPC WEATHER CONDITIONS: r - K 45 Ff,sunny GENERAL PROJECT PROGRESS&OBSERVED WORK IN PROGRESS: s' • Steel columns and beams were being erected east of gridline R • Moment frame connections were being installed. • Second floor and roof beams were erected at various locations east of gridline R. h.. WORK OBSERVED: • Column,column base plates,and anchor bolt installation were observed from gridlines A-R&1-24. DEVIATIONS/DEFICIENCES OBSERVED&RECOMMENDED CORRECTIVE ACTION: . 22-1 Columns did not.have all four anchor bolt nuts in place at the following locations:C23,K22,H3,H4& D10.-Contractor to complete installation and install and tighten nuts at these locations. STATUS OF CORRECTIVE ITEMS OR DEVIATIONS PREVIOUSLY REPORTED: REPORT&ITEM NUMBER CORRECTIVE ACTION COMPLETED im 22-1 Nuts shall be properly installed prior to slab fill-in. STRUCTURAL • MECHANICAL - ELECTRICAL - PLUMBING - FIRE PROTECTION 'TECHNOLOGY 9133 R.G. Skinner Parkway • Jacksonville, Florida 32256 {9041 483-5200 Fax (9041 636-6770_ - m.aiiomcvcighmangum.com 04/15/2008 TUB 11: 14 FAX 12002/006 j The Palms at Fleet Landing—Community Center 1 Threshold Report No.:22 Page-2- REMARKS: Respectfully Submitted 4' McVeigh& eetdng,Inc. Tim O en, T shold Building Inspector of Record . Florida Registered Professional Engineer License No.: 52735 Florida Registered Specia Inspector No.: 1161 Robert A.Haines,ffl.license No: 23451 Authorized Representative to Threshold Building Inspector of Record F. Distribution to: Naval Continuing Care Retirement Noelker&Hull Associates,Inc. RPC General Contractors,Inc. Foundation,Inc. 30 West King Street 248 Levy Road R. D/B/A/Fleet Landing Chambersburg,PA 17201 Atlantic Beach,Fl 32233 - One Fleet Landing Boulevard (717)263-8464 (904)241-4416 r: Atlantic Beach,FL 32233 (717)263-6031 fax (904)241-4427 fax (904)246-9900 Attn: Shelia Ramey Attn: Scott Ross -Project Manager z (904)246-9447 fax Ben Chamberlin . Jennifer Snow ;�. Attn:John Meserve—Exec.Director Jason Sanbower Jennifgrprg,gc.com Roger Palmer—CFO/COO 18anbower0noeIkerhu11.com scog@rmc.com caotain0fleetlanding.com Inbedin(a r oelkerhull.com sramey0noelkerhull.com 3; Nick Y.Oweis,P.E. David Hufstetter Abel Consulting Engineers Chief Engineer Building Official 814 West Diamond Avenue Ellis&Associates,Inc. City of Atlantic Beach Suite 400 ` 7064 Davis Creek Road 800 Seminole Road Gaithersburg,MD 20878 Jacksonville,FL 32256 Atlantic Beach,FL 32233 (301)258-8884 Cell-(904)219-7584 Phone:904-247-5826 (301)258-9457 fax Direct-(904)886-5113 Fax:904-247-5845 Attn:Stacy Rogers sUmj+r@ac net Fax(904)880-0970 Brian Abel 04/15/2008 TUE 11: 14 FAX 2003/006 I i +i+ j MCVEIGH&MANGUM E N G I N E E R I N G - I N C STRUCTURAL MECHANICAL • ELECTRICAL - PLUMBING - FIRE PROTECTION • TEC�OGY 9133 R.G.Skinner Parkway - Jacksonville,Florida 32256 (904)483-5200 • Fax(904)636.6770 • mail veighlnangum.com o THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG Project: The Palms at Fleet Landing-Community MME Project 09013 Center No: Location: Atlantic Beach,Florida Report No. Description of Required Date of Date of Item No. Construction Deviation" Corrective Action Observation Correction 1-1 Footings have excess water throughout. Water must be pumped out and 1/22/2008 1/23/2008 adequate cover must be provided between ground and steel. Footings shall be re- observed upon water removal, footing cleanout and grade installation.Report#2: Footings were re-observed upon concrete casting and were acceptable per structural drawings and specifications. 4-1 Masonry reinforcement is not clearly called Contractor to obtain written 1/30/2008 2/5/2008 out for interior masonry wails at stair pit confirmation for the Engineer Currently,#5 dowels at 32"on center are in of Record prior to concrete place. placement.Report#7:Written confirmation was obtained from the Engineer of Record indicating proper reinforcement i at interior and exterior walls. 4-2 Sump pit and elevator piston hole are not in Contractor to place pits per 1/30/2008 2/8/2008 place at elevator pit. drawings and footings shall be re-observed upon completion. Report#9:Contractor placed sump pit and elevator piston hole at elevator pit per drawings and footings were re- observed. •.supplernental Information or direction is provided in tht:noted sports Page 104 ®004/006 04/15/2008 TUE 11:15 PAX yI I THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG 5-1 Concrete footing at HH2O was nQt in place Contractor must obtain written 1/31/2008 3/17/2008 according to structural sheet S 1.1. It was direction from the Engineer of not dugout to be poured integrally with the Record to property cast the F34 adjacent F238x60 footing per S1.1. footing at this location,either doweled into E238x60 or cast separately adjacent to F238x60. Report#17:-The Engineer of Record provided a letter indicating that it is acceptable to cast F34 fboting separately from F238x60. 7-1 Footings R3 and R4 were not in place Footing reinforcement must be 2/5/2008 2/7/2008 according to structural drawings. Footing switched back as shown on steel and piers at gridlines U2,U3 and U4 structural drawings. Footing were in place at gridlines R3 and R4: steel shall be n"bserved upon completion.Report#8: Footings R3 and R4 were re- constricted according to structural drawings and proper steel reinforcement was in place. 8-1 Various pedestals did not have adequate cover a pedestals at gridlines GG28, 2/7/2008 2/13/2008 per detail T3300.40. Steel and formwork GG30,R30,U30,U25,D5 and were corrected at all but 7 locations. 1321 must be reconstructed per structural drawings providing adequate 2"cover. Report#10: e pedestals at GG28,GG30, R30,U30,U25,D5 and 921 were re-observed and were constructed according to structural drawings. 10-1 Pedestals at EE21,M4 and H4 did not have Pedestals at EE21,M4 and H4 2/13/2008 2119/2008 adequate cover per detail T3300.40. need to be reconstructed to provide adequate cover. Report 11:pedestals at EE21,M4 and H4 were reconstructed to provide i adequate cover. i i j i 1 •Supplemental Information or direction is provided in the noted wports Page Z of 4 04/15/2008 TUE 11: 15 FAX 2005/006 I THRESHOLD INSPECTION (' CONSTRUCTION DEVIATION&CORRECTION LOG I i 12-1 Footing steel was in place at perimeter the Geotechnical 2/24/2008 2/26/2008 column footings along gridlines RH,Q,and ron eer on site and the previous 22. 6"of#57 stone was not in place per from the Geotechnical Geotechnical requirements. eer,the stone needs to be in !( place prior to casting concrete. Contractor was notified and footings shall be observed upon completion.Report#13:6"of 57 stone was properly in place below exterior footing and steel as required by the.Geotechnical Engineer. 15-1 Slab edges along R,21 and GG did not have Contractor was notified that the 3/4/2008 3/17/2008 required#4 dowels at 2'-0"on center per perimeter walkway was no longer detail 12-CC. - a-slab on grade,but concrete avers.. Contractor to provide documentation of slab removal and concrete paver installation. Report#17:Dowels are not required per letter from the Engineer of Record. 16-1 Footing pedestal ties were not in place at 12" Contractor was notified and tie 3/6/2008 3/6/2008 on center at footings U2,U3,V 1,X I and spacing must be corrected. Ties AA2 per 73300.40. Were placed as required by structural detail. Remaining ties must be placed at time of pedestal castipA. 16-2 Excess water in various footings. Water most be removed. Water 3/6/2008 3/6/2008 was pumped out during site visit. 17-1 Concrete pedestal steel at U-4 was too short Contractor was notified and steel 3/17!2008 3/17/2008 and must be extended up to within 2"of top lap bars and additional ties must of pedestal per structural drawings. be installed. Pedestal steel was I lapped and additional steel ties iwere installed- 17-2 Steel ties were not in place per structural Additional#3 tie must be 3/17/2008 3/17/2008 drawings at AA-4. installed. Contractor was notified and steel must be provided. Additional steel ties were installed as required. 19-1 6'-0"long#4 bars at slab perimeter per 14- Additional chairs must be placed 3/27/2008 3/28/2008 CC were not sufficiently chaired. to obtain adequate cover. Contractor was notified and additional chairs shall be observed upon completion. Report#20:Chairs were in place vidin ro cover. *Supplatx"Inforrtwtion or direction is ptoeicW in the noted tepotts Pap 3 of 4 04/15/2008 TUE 11115 FAX �J006/006 THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG 19-2 Turn down edges at various locations were Turn down edges must be 3/27/2008 3/28/2008 lot fully clean. sufficiently cleaned out. Tum down edges will be observed for cleanliness at next visit.Report #20:Tum down edges were vrovedy cleaned out.- 19-3 Vapor barrier at construction joint was not Vapor barrier must be taped or 3/27/2008 3/28/2008 lapped per drawings. lapped. Vapor barrier repair will be observed upon next site visit. Report#20:Vapor barrier was patched and repaired at required locations. 22-1 Columns did not have all four anchor bolt Contractor to complete 4/15/2008 nuts in place at the following locations:C23, installation and install and tighten K22,H3,H4&1310. nuts at these locations. Nuts shall - be properly installed prior to slab fill-in. 3 #Supplemental Information or direction is provided in the notcJ reports Page 4 of 4 X-\-00\0101 AT4,OW Ar—wai;cM L.sd6 05/22/2008 THU 16: 10 FAX 1@001/009 f1 McVEIGH&MANGUM ENGINEERING • INC THRESHOLD.REPORT PROJECT: The Palms at Fleet Landing . OWNER: Naval Continuing Care Retirement Community Center Foundation,Inc. MME PROJECT No.: 08013 LOCATION: Atlantic Beach,Florida ARCHITECT: Michael Glenn Hall Noelker and Hall Associates,Inc. PERMIT No. 07-00000848 ENGINEER of Brian R.Abd,P.E. RECORD: ABEL Consulting Engineers REPORT No.: 32 CONTRACTOR: RPC General Contractors,Inc. INSPECTION: PERSONNEL PRESENT: DATE: May 21,2008 Bobby Haines—McVeigh&Mangum TIME: 3:30 pm to 4:00 pm Steve Smedley—RPC WEATHER CONDITIONS: 90 F:k,sunny i GENERAL PROJECT PROGRESS&OBSERVED WORK IN PROGRESS: • Second floor concrete desk was cast. • Columns and beams were erected at various locations up to the roof. >: • First floor exterior walkway steel was in place. WORK OBSERVED: • Steel base plates and anchor bolts were observed at remaining columns. K • Steel roof beams and connections were observed between gridlines JJ—LL and 4— 14. r- DEVIATIONSMEFICIENCES OBSERVED&RECOMMENDED CORRECTIVE ACTION: 32-1 Anchor bolts not high enough at 4 column locations(1-8,Pl 1,R16&D10). Contractor to obtain written correction from the Engineer of Record arid repair the anchor bolts as required. 32-2 Upon casting the second floor deck,W 12x 14 composite beams between A&D and 5& 13 appear to have deflected u to I"below level and show signs of lateral warping. Contractor to notify the Engineer of t; P gn m'P g- fY g• Record and obtain written direction of appropriate action. STRUCTURAL • MECHANICAL ELECTRICAL • PLUMBING FIRE PROTECTION TECHNOLOGY .:. 9133 R.G. Skinner Parkway - Jacksonville, Florida 32256 r: �,. (904) 483-5200 Fax (904) 636-6770 mail6mcveighmangum.com 4�. H' 3; C i 05/22/2008 THU 16: 10 FAX 2002/009 i The Palms at Fleet Landing—Community Center Threshold Report No.:32 Page-2- STATUS OF CORRECTIVE ITEMS OR DEVIATIONS PREVIOUSLY REPORTED: REPORT&ITEM NUMBER CORRECTIVE ACTION COMPLETED(X) 23-1 Moment connections supplied by the Engineer of Record(see attached). Connection shall be observed upon completion. 27-1 Column was in place with all 4 nuts properly fastened. X 27-2 Column will be observed upon completion of required modification specified by Engineer of Record. 32-1 Anchor bolts shall be corrected per written direction from the Engineer of Record and observed upon completion. 32-2 Further action may be taken upon direction from the Engineer of Record. REMARKS: Respectfully Submitted, McVeigh& n E Bering,Inc. h Tim W.Oswrpl. Threshold Building Inspector of Record is Florida Registered Professional Engineer License No.:.52735 Florida Registered Special nspector No.: 1161 9:' 2£" RJ6W A. Hames,E.I. License No: 23451 rt Authorized Representative to Threshold Building Inspector of Record K q Distribution to: Naval Continuing Care Retirement Noelker&Hull Associates,Inc. RPC General Contractors,Inc. Foundation,Inc. 30 West King Street 248 Levy Road D/B/A/Fleet Landing Chambersburg,PA 17201 Atlantic Beach,Fl 32233 One Fleet Landing Boulevard (717)263-8464 (904)241-4416 Atlantic Beach, FL 32233 (717)263-6031 fax (9Q4)241-4427 fax (904)246-9900 Attn:Brenda Mowen Attn: Scott Ross—Project Manager (904)246-9447 fax Ben Chamberlin Jennifer Snow Attn-John Meserve—Exec. Director Jason Sanbower Jennifer(&r=c.com ,a. Roger Palmer—CFO/COO )sanbower0onoelkerhuli.com scot(Or=c.com ". caotain0fleetlanding.com _ bchamberlinCanoeIkerhull.com 05/22/2008 THU 16: 11 FAX IM003/009 IThe Palms at Fleet Landing—Community Center Threshold Report No.:32 Page-3- brnowen0noelkerhull.corn Nick Y.Oweis, P.E. David Hufsteder Abel Consulting Engineers Chief Engineer Building Official 814 West Diamond Avenue Ellis&Associates,Inc. City of Atlantic Beach Suite 400 7064 Davis Creek Road 800 Seminole Road Gaithersburg,MD 20878 Jacksonville,FL 32256 Atlantic Beach, FL 32233 (30I)258-8884 Cell-(904)219-7584 Phone: 904-247-5826 (301)258-9457 fax Direct-(904)886-5113 Fax: 904-247-5845 Attn: Stacy Rogers stacyrODacepa.net Fax(904)880-0970 Brian Abel ti= x, S 1 ' 4 h i 1'. 05/22/2008 THU 16: 11 PAX 004/009_ i f MCVEIGH&MANGUM E N G I N E E R I N G - I N C STRUCTURAL MECHANICAL - ELECTRICAL • PLUMBING - FIRE PROTECTION TECHNOLOGY 9133 R.G.Skinner Parkway • Jacksonville,Florida 32256 (904)483-5200 • Fax(904}636-6770 • mad@rneveighmanem.cotn THRESHOLD INSPECTION CONSTRUCTION DEVIATION do CORRECTION LOG Project: The Palms at Fleet Landing-Community MME Project 08013 Center No: Location: Atlantic Beach,Florida Report No. Description of Required Date of Date of Item No. Construction Deviation* Corrective Action Observation Correction 1-1 Footings have excess water throughout. Water must be pumped out and 1/22/2008 1/23/2008 adequate cover must be provided between ground and steel. Footings shall be re- observed upon water removal, footing cleanout and grade installation.Report#2: Footings were re-observed upon concrete casting and were acceptable per structural drawings and specifications. 4-1 Masonry reinforcement is not clearly called Contractor to obtain written I/30/2008 2/5/2008 out for interior masonry walls at stair pit. confirmation for the Engineer Currently,#5 dowels at 32"on center are in of Record prior to concrete place. placement.Report#7:Written confirmation was obtained from the Engineer of Record indicating proper reinforcement at interior and exterior walls. 42 Sump pit and elevator piston hole are not in Contractor to place pits per 1/30/2008 218/2008 place at elevator pit. drawings and footings shall be re-observed upon completion. Report#9:Contractor placed sump pit and elevator piston hole at elevator pit per drawings and footings were re- observed. E I i •Sup iletnent it Infomution or di xt»n is provided in dk twwd rcparts Page 1 of 6 cvn�vrnu�it d ur .uao�wx:iq,s 05/22/2008 THU 16: 11 FAX 0005/009 THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG 5-1 Concrete footing at HH20 was not in place Contractor must obtain written 1/31/2008 3/17/2008 according to structural sheet S 1.1. It was direction from the Engineer of not dug out to be poured integrally with the Record to properly cast the F34 adjacent F238x60 footing per S1.1. footing at this location,either doweled into F238x60 or cast separately adjacent to F238x60. Report#17:The Engineer of Record provided a letter indicating that it acceptable to cast F34 footing separately from F238x60. 7-1 Footings R3 and R4 were not in place Footing reinforcement must be 2/5/2008 2/7/2008 according to structural drawings. Footing switched back as shown on steel and piers at gridlines U2,U3 and U4 structural drawings. Footing were in place at gridlines R3 and R4. steel shall be re=observed upon completion.Report#8: Footings R3 and R4 were re- constructed according to structural drawings and proper steel reinforcement was in place. 8-1 Various pedestals did not have adequate cover pedestals at gridlines GG28, 2/7/2008 2/13/2008 per detail T3300.40. Steel and formwork GG30,R30,U30,U25,D5 and were corrected at all but 7 locations. B21 must be reconstructed per structural drawings providing adequate 2"cover. Report#10: The pedestals at GG28,GG30, R30,U30,U25,D5 and 821 were re-observed and were constructed according to structural drawings. 10-1 Pedestals at EE21,M4 and H4 did not have Pedestals at EE21,M4 and H4 2/13/2008 2/19/2008 adequate cover per detail T3300.40. need to be reconstructed to provide adequate cover. Report #11:Pedestals at EE21,M4 and H4 were reconstructed to provide adequate cover. •Suppknx-nrA Infom"non or dircction ix provkW in the noted rgxttt, Page 2 of 6 �revraia�i away.wwrxsax: .ba. 05/22/2008 THU 16: 11 FAX (a006/009 f ` THRESHOLD INSPECTION ' CONSTRUCTION DEVIATION&CORRECTION LOG 12-1 Footing steel was in place at perimeter Based on the Geotechnical 2/24/2008 2/26/2008 . column footings along gridlines HH,Q,and Engineer on site and the previous 22. 6"of#57 stone was not in place per letter from the Geotechnical Geotechnical requirements. Engineer,the stone needs to be in place prior to casting concrete. Contractor was notified and footings shall be observed upon completion.Report#13:6"of #57 stone was properly in place below exterior footing and steel as required by the Geotechnical Engineer. 15-1 Slab edges along R,21 and GG did not have Contractor was notified that the 3/42008 3/17/2008 required#4 dowels at 2'-0"on center per perimeter walkway was no longer detail 12-CC. a slab on grade,but concrete pavers. Contractor to provide documentation of slab removal and concrete paver installation. Report#17:Dowels are not required per letter from the Engineer of Record. 16-1 Footing pedestal ties were not in place at I r Contractor was notified and tie 3/62008 3/62008 on center at footings U2,U3,V 1,XI and spacing must be corrected. Ties AA2 per T3300.40. were placed as required by structural detail. Remaining ties must be placed at time of pedestal caging. 16-2 Excess water in various footings. Water must be removed. Water 3/6/2008 3/62008 - was pumped out during site visit. 17-1 Concrete pedestal steel at U-4 was too short Contractor was notified and steel 3/17/2008 3/172008 and must be extended up to within 2"of top . lap bars and additional ties must of pedestal per structural drawings. be installed. Pedestal steel was lapped and additional steel ties were installed. 17-2 Steel ties were not in place per structural Additional#3 tie must be 3/172008 3/17/2008 drawings at AA-4. installed. Contractor was notified and steel must be provided. Additional steel ties were installed as required. 19-1 6'-0"long#4 bars at slab perimeter per 14- Additional chairs must be placed 327/2008 3282008 CC weie not sufficiently chaired. to obtain adequate cover. Contractor was notified and additional chairs shall be observed upon completion. Report##20:Chairs were in place viding proper cover. 1 •tiu�lc�neneal)ntnrmatinn or Page 3 of 6 din<tion is prrn idcJ in the ixstaJ nrwm 05/22/2008 THU 16: 12 PAX 2007/009 i THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG 19-2 Turn down edges at various locations were Turn down edges must be 3/27/2008 3/28/2008 not fully clean. sufficiently cleaned out. Tum down edges will be observed for cleanliness at next visit.Report k #20:Turn down edges were Properly cleaned out- 19-3 Vapor barrier at construction joint was not Vapor barrier must be taped or 3/27/2008 3/28/2008 lapped per drawings. lapped. Vapor barrier repair will be observed upon next site visit. Report#20:Vapor barrier was patched and repaired at required locations. 22-1 Columns did not have all four anchor bolt Contractor to complete 4/15/2008 4/18/2008 nuts in place at the following locations:C23, installation and install and tighten K22,H3,H4&D 10. nuts at these locations. Nuts shall be properly installed prior to slab fill-in.Report#23:Nuts were properly installed at required locations. 23-1 Moment connections were missing at Ll3& Welds were in progress at these 4/18/2008 L15. locations. Welds shall be observed upon completion. Report#31:Moment connections supplied by the Engineer of Record(see attached). Connection shall be observed upon completion. 23-2 Ultrasonic weld testing has not been Contractor to verify required 4/18/2008 performed. testing and hire an independent testing firm to perform the tests. Weld test reports shall be observed upon completion. 24-1 Masonry vertical steel was note secured and Steel must be secured and in 4/222008 4/232008 tied in place at any locations. proper position prior to masonry casting_ Contractor was notified d correct bar spacing and ties will be observed upon completion.Report#25:Steel was properly tied in place. I 24-2 Exterior wall along gridline J does not have Wall must have 1 #5 E.F.at 8"on 4/22/2008 4/232008 required reinforcing. center per structural plan notes. Contractor was notified and j correct reinforcement will be observed upon completion. Report#25:Additional steel was added per structural plan notes. •Suppkerncntal Information or dimcuon is provided in the rnited m1mrts Page 4 of 6 ��aewaent>w ru�,,d.Wwu nci.r 05/22/2008 THU 16: 12 FAX 2009/009 THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG ! 29-4 No studs were called out on W2Ix50 along Engineer of Record to verify that 5/15/2008 5/19/2008 gridline 21 between P&R. no studs are required at this location:Report#31:Engineer of Record verified in writing that no studs are required. 29-5 Perimeter studs were welded directly to the The Engineer of Record verbally 5/15/2008 5/19/2008 deck edge angle. indicated that the studs must be j welded directly to the beam flanges through the deck edge angles. Perimeter studs shall be re-observed upon proper re- installation.Report#31:New studs were observed at the perimeter beam locations welded directly to the beam flanges through the deck edge angles. 29-6 See attached reports from Ellis&Associates Items#I &#2 on the 5/9/08 5/15/2008 5/19/2008 ted 99/08 and 5/14/08. report were corrected(See report dated 5/14/08). Contractor must obtain written direction from the Engineer of Record regarding item#3(see report dated 5/14/08).Report#31:Engineer f Record provided written documentation indicating that no further action was needed for item#3 on Ellis&Associates report dated 5/9/08. 32-1 Anchor bolts not high enough at 4 column Contractor to obtain written 5/21/2008 locations(L8,P11,R16&Dl 0). correction from the Engineer of Record and repair the anchor bolts as required. Anchor bolts shall be corrected per written direction from the Engineer of Record and observed upon completion. 32-2 Upon casting the second floor deck,W 12x]4 Contractor to notify the Engineer 5/21/2008 composite beams between A&D and 5&13 of Record and obtain written appear to have deflected up to P'below level direction of appropriate action. and show signs of lateral warping. Further action may be taken upon direction from the Engineer of Record. •tits km-ntal Infontntioa or ditcctum is pari"in the runul reports Page 6 of 6 05/22/2008 THU 16: 12 FAX 2008/009 i THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG 24-3 IReinfbrcernent did not have sufficient lap Lap lengths must be provided per 4222008 423/2008 I lengths per structural detail T4230.03. T4230.03. Correct laps wiH be observed upon completion. Report#25:Lap lengths were correct at rebar locations. - 27-1 Columns at gridlines U25,U28,GG28,1J 14, Nuts must be installed per 4/30/2008 5212008 HH4,FF4&V I were missing 1 nut. structural drawings. Nuts shall be observed upon installation. Report#28:Columns at gridlines FF4,V 1,HH4,JJ 14,U25 and U27 had proper amount of bolts. Column at GOA was removed at time of observation. It shall be observed upon re-inspection. Report#32:Column was in place with all 4 nuts properly fastened.' 27-2 Column at GG32 has 2 nuts with only 50% Contractor must notify the 4/302008 thread installation. Engineer of Record and obtain. written direction for acceptable field fix and/or modification. Column will be observed upon completion of required modification specified by Engineer of Record. 29-1 #4 top steel across steel girders was not Steel must be chaired so that it 5/152008 5/162008 chaired upper T5120.12. rests in the top portion of concrete.Report#30: Reinforcing steel was raised to he top of the concrete deck per e structural drawings with plastic chairs at all girder locations. 29-2 No documentation was observed for deck Contractor to obtain written letter 5/152008 5/192008 attachment to steel. The deck was attached from the Engineer of Record with 5/8"puddle welds at every flute and 2- verifying attachment.Report 10 sidelap screws per span. 31:Received written confirmation from the Engineer of Record regarding deck 1 attachment. 29-3 Deck edge angles were not bolted to masonry Contractor to obtain written 5/15/2008 5/192008 per 5-CC. correction from the Engineer of Record.Report#31:Engineer of Record verified acceptability of fastening beams to masonry below slab after deck casting. 'Supplemental Information or direction is provided in the rxated reports Page 5 of 6 } 01/31/2008 THU 8: 57 FAX 14001/003 i. McVEIGH&MANGUM E. N"G INEEKING INC :s G THRESHOLD REPORT PROJECT: The Palma at Fleet Landing OWNER: Naval Continuing Care Retirement Community Center Foundation,Inc. MME PROJECT No.: 88013 LOCATION: Atlantic Beach,Florida ARCHITECT: Michael Glenn Hub Noelller and Hall Associates,Inc. PERMIT No. 07-0 00848 ENGINEER of Brian R Abel,P.E. r' RECORD: ABEL Consulting Engineers 3. REPORT No.: 4 CONTRACTOR: RPC General Contractors,Inc. == -INSPECTION: PERSONNEL PRESENT: r: DATE: January.30,2008 Bobby Haines—McVeigh&Mangum { TIME: 9:00 am to 10:00 am Steve Smedley—RPC WEATHER CONDITIONS: #: 60 FE,rainy GENERAL PROJECT PROGRESS&OBSERVED WORK IN PROGRESS: • Footing construction at building perimeter. + Concrete piers being formed. WORK OBSERVED: • Footings were observed for reinforcement,cover,laps,piers,size and depth. • Footings at gridlines U 19,U21, U22,JJ 14,LL 14,LL9,KK6,HH4 and FF4 were observed along with elevator pit and stair pit footings between-gridlines 13-21 and P-J. • Density report was obtained and observed for footings listed above. " DEVIATIONS/DEFICIENCES OBSERVED&RECOMMENDED CORRECTIVE ACTION: 4-1 Masonry reinforcement is not clearly called out for interior masonry walls at stair pit.Currently,#5 dowels at 32"on center are in place. Contractor to obtain written confirmation from the Engineer of Record prior to concrete placement. 4-2 Sump pit and elevatorpiston hole are not in place at elevator pit. Contractor to place pits-per drawings and footings shall be re-observed at next site visit. STRUCTURAL - MECHANICAL • ELECTRICAL • PLUMBING FIRE PROTECTION TECHNOLOGY 9133 R.G. Skinner Parkway - Jacksonville, Florida 32256 (904) 483-5200 Fax (904) 636.6770 mail®mcveighmangum.com r,; 01/31/2008 THU 8:58 FAX IZ002/003 i The Palms at Fleet Landing—Community Center Threshold Report No.:4 Page-2. STATUS OF CORRECTIVE ITEMS OR DEVIATIONS PREVIOUSLY REPORTED: REPORT&ITEM x NUMBER CORRECTIVE ACTION COMPLETED M NONE REMARKS: Respectfully Submitted, McVeigh& Engineering,Inc. Tim en,P.E. Threshold Building Inspector of Record Florida Registered Professional Engineer License No.:52735 Florida Registered Special Inspector No.: 1161 r- R ert A.Haines,E. .License No: 23451 Authorized Representative to Threshold Building Inspector of Record Distribution to: Naval Continuing Care Retirement Noelker&Hull Associates,Inc. RPC General Contractors,Inc. Foundation,Inc. 30 West King Street 248 Levy Road f DB/A/Fleet Landing Chambersburg,PA 17201 Atlantic Beach,F132233 r: r:. One Fleet Landing Boulevard (7I7)263-8464 (904)241-4416 Atlantic Beach,FL 32233 (717)263-6031 fax (904)241-4427 fax (904)246-9900 Attn: Shelia Ramey Attn:Scott Ross—Project Manager (904)24 6-9447 fax Ben Chamberlin Attn:John Meserve—Exec.Director <° <<, Roger Palmer—CFO/COO Nick Y.Oweis,P.E. David Hufstetler Abel Consulting Engineers Chief Engineer Building Official 814 West Diamond Avenue Ellis&Associates,Inc. City of Atlantic Beach Suite 400 7064 Davis Creek Road 800 Seminole Road Gaithersburg,MD 20878 Jacksonville,FL 32256 . Atlantic Beach,FL 32233 (301)258-8884 Cell-(904)219-7584 Phone:904-247-5826 (301)2589457 fax Direct-(904)886-5113 Fax:904-247-5845 Attn:Stacy Rogers Fax(904)880-0970 Brian Abel z �x. 01/31/2008 THU 8: 58 FAX 14003/003 i i 1 I t 1 l McVEIGH&MANGUM E N G I N E E R I N G - I N C ISTRUCTURAL - MECHANICAL • ELECTRICAL • PLUMBING • FIRE PROTECTION TECHNOLOGY 9133 R.G.Skinncr Parkway Jacksonville,Florida 32256 (904)483-5200 Fax(904)636-b770 nrail8rgcveighmattgum.o�m _ THRESHOLD INSPECTION 1 CONSTRUCTION DEVIATION&CORRECTION LOG Project: The Palms at Fleet Landing-Community MME Project 08013 Center No: Location: Atlantic Beach,Florida Report No. Description of Required Date of Date of Item No. Construction Deviation Corrective Action Observation Correction 1-1 Footings have excess water throughout. Water must be pumped out and 1/22/2008 1/23/2008 adequate cover must be provided between ground and steel. Footings shall be re- observed upon water removal, footing cleanout and grade installation.Report#2: Footings were re-observed l upon concrete casting and were acceptable per structural drawings and specifications. 41 Masonry reinforcement is not clearly called Contractor to obtain written 1/30/2008 out for interior masonry walls at stair pit. confirmation for the Engineer Currently,#5 dowels at 32"on center are in of Record prior to concrete lace. placement. 4-2 Sump pit and elevator piston hole are not in Contractor to place pits per 1/30/2008 place at elevator pit. drawings and footings shall be re-observed at next site visit. i t i 1 *Supplemental Information or direction is provided in the noted reports Page I of I s V—X0wucnc Lqpb 02/05/2008 TUE 14: 11 FAX 0001/005 L WYEIGH GUM -ENGINEERING - 1- NC THRESHOLD REPORT PROJECT: The Palms at Fleet Landing OWNER: Naval Continuing Care Retirement Community Center Foundation,Inc. MME PROJECT No.: 08013 LOCATION: Atlantic Beach,Florida ARCHITECT: Michael Glenn Hull Noelker and Hall Associates,Inc. PERMIT No. 07-00000848 ENGINEER of Brian R.Abel,P.E. RECORD: ABEL Consulting Engineers REPORT No.: 7 CONTRACTOR. RPC General Contractors,Inc. INSPECTION: PERSONNEL PRESENT: DATE: February 5,2008 Bobby Haines—McVeigh&Mangum T TIME: 8:30 am to 9:00 am Steve Smedley—RPC WEATHER CONDITIONS: K. 75 Ff,sunny k. GENERAL PROJECT PROGRESS&OBSERVED WORK IN PROGRESS: • Footing construction and pier construction throughout floor plan. WORK OBSERVED: JF . �9 Footings were observed for reinforcement,cover,laps,piers,size and depth. ' • Footings at grid]ines M3,M4,R4,R7 and U11 were observed. • Density report was obtained and observed for footings listed above. DEVIATIONS/DEFICIENCES OBSERVED&RECOMMENDED CORRECTIVE ACTION: 7-1 Footings R3 and R4 were not in place according to structural drawings. Footing steel and piers at gridlines U2,U3 and U4 were in place at gridlines R3 and R4. Footing reinforcement must be switched back as shown on structural drawings. Footing steel shall be re-observed upon completion. STATUS OF CORRECTIVE ITEMS OR DEVIATIONS PREVIOUSLY REPORTED: REPORT&ITEM NUMBER CORRECTIVE ACTION COMPLETED M 4-1 Written confirmation was obtained from the Engineer of Record indicating X proper reinforcement at interior and exterior walls. (see attached) STRUCTURAL MECHANICAL ELECTRICAL PLUMBING - FIRE PROTECTION TECHNOLOGY 9133 R.G. Skinner Parkway • Jacksonville, Florida 32256 (904) 483-5200 Fax (904). 636-6770 mailomcveighmangum.com 02/05/2008 TUB 14: 12 FAX 2004/005 i i MOVE IG H&MANGUM ENGIN EEKI NG - INC STRUCTURAL MECHANICAL • ELECTRICAL • PLUMBING • FIRE PROTECTION TECHNOLOGY 9133 R.G.Skinner Parkway • Jacksonville,Florida 32256 i (904)483-5200 • Fax(904)636-6770 • mailaMeighmangum.com j THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG Project: The Palms at Fleet Landing•Community MME Project- 08013 Center No: Location: Atlantic Beach,Florida r Report No. Description of Required Date of Date of Item No. Construction Deviation* Corrective Action Observation Correction 4 I-I Footings have excess water throughout. Water must be pumped out and 1/22/2008 1/23/2008 adequate cover must be provided between ground-and ILII steel. Footings shall be re- observed upon water removal, footing cleanout and grade installation.Report#2: Footings were re-observed upon concrete casting and were acceptable per structural drawings and specifications. 4-1 Masonry reinforcement is not clearly called Contractor to obtain written 1/30/2008 2/5/2008 out for interior masonry walls at stair pit. confirmation for the Engineer Currently,#5 dowels at 32"on center are in of Record prior to concrete place. placement.Report#7:Written confirmation was obtained from the Engineer of Record indicating proper reinforcement at interior and exterior walls. Z 4-2 Sump pit and elevator piston hole are not in Contractor to place pits per 1/30/2009 place at elevator pit. drawings and footings shall be re-observed upon completion. i 3 i 1 'Suppkanentsl Information or direction is provided in the noted reports Pare 1 of 2 X\3M\4 n1>\ ".W } WaewenscoctR.e i 02/05/2008 TUE 14: 12 FAX 2005/005 i i THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG 5-I Concrete footing at HH2O was not in place Contractor must obtain written 1/31/2008 I according to structural sheet S 1.1. it was direction from the Engineer of not dug out to be poured integrally with the Record to properly cast the F34 adjacent F238x60 footing per S 1.1. footing at this location,either j doweled into F238x60 or cast separately adjacent to F238x60. j 7-1 Footings R3 and R4 were not in place Footing reinforcement must be 2/5/2008 j according to structural drawings. Footing switched back as shown on ij steel and piers at gridlines U2,U3 and U4 structural drawings. Footing were in place at gridlines R3 and R4. steel shall be re-observed upon completion. 1 1 i i i 1 I 1 i 'Supplanental Information or direction is provided in the noted reports Page 2 of 2 x 131a�oeou;I1�maa.ron.�Moutpc t,ar IZ003/0U� 02/05/2008 TUE 14:12 FAX tM i General Contractors, Inc. 248 Lavy Rood I P.0.Boa 330775 AOm0o Bouch.EL 32'39 '� �9Ot)241�41i/F�t l�X4'1.4417 RFI # 1.2 - Interior CMU Wali Reinforcing To:McWw&Hub Design Team Date: 1-31-08 From: Scatt Ross/Steve Smedley Re:Fleet Lott*g Community Center � RRMg1RNon gest 1: Tr �EDui not appear to be any vertical steel 0 Weriw Ext¢R ort �fst.i,s CMU waits. �jetpwi�ttJ� 'Ptd �1.ANf Street S1.1 sbAwel refers to'TM.27 Typ.Masonry .5W c:n e/j c. Wc*Footing'.this detcl lads any vertical steel in CMJ.It is assumed Mat the other Interior CMU was Wavalax tn►sr.1. o oT. are of the same duction and would refer to ft �D�V t t R V,n swRJC4 tto NC detail as w d. 1►► C • Sheet 53.1-CC.Section 3-CC shoves Mr bent plate s $s cn S wHh%"Fitt Sleeve MChm into CMU wdis. bTG STs►1� - • Sheet 53.3-CC,Section 14-CC shorn I/V continuous Wft at ab sides of Stair web. ALaN& �� G G ? Quesfn:Since These vK&are running;2 stores aW f attaching to the bott*m chgd 03.3:Section 14)cid the 2^d floor sib is attached to these CMU%I*with 4, Cx- Oa. sleeve anchors At-CC Sectbn 5j-shoudn't there be tWu vertical sleet sl"Aar to the Exterior Wag verticals(Sheet �, ��.��t�S t*U l S3.3-CC Section 14-CC}8 O 4 f i i i i 02/05/2008 TUE 14: 12 PAX 12002/005 l The Palms at Fleet Landing—Community Center IThreshold Report No.:7 Page-2- 4-2 Contractor to place sump pit and elevator piston hole at elevator pit per drawings and footings shall be re-observed upon completion. 5-1 Footing shall be observed upon casting along with written direction from the Engineer of Record. REMARKS: Respectfully Submitted, McVeigh&Mangum ring,Inc. P i im W.4cGwirr Threshold Building Inspector of Record Florida Registered Professional Engineer License No.: 52735 Florida Registered Special Inspector No.: 1161 r Ro A.Haines,E.I.LiZense No: 23451 Authorized Representative to Threshold Building Inspector of Record Distribution to: Naval Continuing Care Retirement Noelker&Hull Associates,Inc. RPC General Contractors,Inc. Foundation,Inc. 30 West King Street 248 Levy Road D/B/A/Fleet Landing Chambersburg,PA 17201 Atlantic Beach,Fl 32233 One Fleet Landing Boulevard (717)263-8464 (904)241-4416 Atlantic Beach,FL 32233 (717)263-6031 fax (904)2414427 fax (904)246-9900 Attn: Shelia Ramey Attn: Scott Ross—Project Manager (904)246-9447 fax Ben Chamberlin F Attn:John Meserve—Exec. Director P; Roger Palmer—CFO/COO Nick Y.Oweis,P.E. David Hufstetler Abel Consulting Engineers Chief Engineer Building Official 814 West Diamond Avenue Ellis&Associates,Inc. City of Atlantic Beach Suite 400 - 7064 Davis Creek Road 800 Seminole Road Gaithersburg,MD 20878 r Jacksonville,FL 32256 Atlantic Beach,FL 32233 (301)258-8884 Cell- 904 219-7584 Phone:904-247-5826 ( ) (301)258-9457 fax t: Direct-(904)886-5113 Fax:904-247-5845 Attn:Stacy Rogers Fax(904)880-0970 Brian Abel S. x{ 3` �a 5: x'. z;` City of Atlantic Beach AL1 Building Department Temporary Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: February 26, 2009 Permit Number: 07-0848 Contractor: R.P.C. General Contractors Address: 6002 Fleet Landing Blvd, Atlantic Beach, FL 32233 Description of Structure: Assembly/Business Permit issued in accordance with: 2004 Florida Building Code Construction Type: II Occupancy Class: Mixed: Assembly/Business Design Occupant Load: As posted areas Sprinkler System Required: Yes Special Stipulations/Conditions: Not to exceed thirty days from date of issuance t F r 1 City of Atlantic Beach r Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure is in compliance with the ordinances of the City regulating building construction for the occupancy and use for which the occupancy is classified: Date: March 30, 2009 Permit Number: 07-0848 Contractor: R.P.C. General Contractors Address: 6002 Fleet Landing Blvd. Atlantic Beach, Fl 32233 Description of Structure: Assembly/Business Permit issued in accordance with: 2004 Florida Building Code Construction Type: II Occupancy Class: Assembly/Business Design Occupant Load: As posted areas Sprinkler System Required: Yes Special Stipulations/Conditions: N/A e� MICHAEL GRIFft BUILDING OFFICIAL PAGE 02/02 03/31/2009 09:30 9047453016 T or COUNTY a lyfi.� STATE OF FLORIDA DEPARTMENT OF HEALTH PUBLIC SWIMMING POOL ENGINEERING INSPECTION REPORT BAR 3 1 2009 Name of Pad �+� !'I°�e: 1 oadan 744f v'y ay:- --1' --___----- n Nemo OF Orwrlsr Address Name of Operator _ r Phone Number for Pool 90sineq j Pian Approves Number' 1407/lay Dffie 2011610 SvMk ri Land ;76 Persons t 1peatting Panni tiutrrbsr items marked`X'are not M eompknee Willi g»regtrbements of Chapter 804 of the Florlds AdmInf*sWe Code and must be corracted. Use of.the pool wghoul msWng Ihess oorredlone vA be vloidans of CWmAw64E-9,F1orlds Administrattw Code,and Chwpter 814,F)odde Statute,and WIN place the owner subleet to legal adeon. k Is requested#d the Ogmrlrne nt of Hw%a0ant hated below be nod when Sts cormcdons have been meds ce tiud s rdnspscOw can be wMeduted. items rrWked'WK do not apply to t*pool. fRL.TRATION v)Test lot 1-ry�t,�p�Lr ( )si6V.undatwa t lghte• (0 Presstes ( �Vacuum Manor. Woks. tad. �S'�.)t..�s {r,:s� a m Model Model tl�' AC �Me al .✓'r' 'trr FMter Aroa tt�r)))CN )CAc (�)PH Modlt TA V)CVA ( I By-Pass (Y)wouum C rmr ( )Dlvfno Board Mrsts code EaQWiAHNT Number of f tl ngs ✓ (. egtdpment Room Ventsatiort ( )teas Cwwnstor AF1( .�,.� 7 8 ARY FACILITIES _ �!lAalpmard Room Lighting Mona. �` Tolbas M.-1—F. (dl6 too tl Modal �_ _ Pump 'Mode!1k ( )j Moab 6`4E-9..oa(i �)9harem Lm- F.-7'— Horse Polder (I)t.Ua Nook W1Pole* ( j Show Paper,Tshad Soap f )Hak and t MN V) Lila R1no W/Rapa#— ( )SutMry Fa ftes Clean (/f F►owmebr i�Apm) j Four Fool PrNsura Gaup! r (`)knperviwls /)Sip Rceisf POO SIGN Int 1� al ER. pti (V)No r>�ead Wm ( PrOhlbib Animate,Food,Drink (J)R� InHg Y)Stepc Edges M (�POrld Gifts an Deck rovides 90d�at In Pod Tnsmrometer n )�p Markkesrld �) �/)211•H10 FtsrefnrlYr MarrrtsA {/ t3howsr below EtNedngr {�T VIP-7 °F In Desk ( pool Holes Q�Chlorina Fse�—' In 8attem Step (r')V NO DIVING as RagWred j,f� ( ) pugCrossbroced model#- Mwjn1i6d In Lader OPERATION ( j hrterlo c pt )3'b!1"WPM Clesrancs 0 2414r/Day Equipment Oh PH Adjustment F tler (�)-7-- 0 Permsment Operation a 71me C" 1h ( )L-W D (1)8Mp�t Modw1vFree "�mtan. . j ( Dsdt TIO D ntwk 138" - �) Stan main�mZ� A )foot Clean ( kde oak ( OrAtsr� )Water isval( )High ( )Low Makeup Water Source (✓)8Mrrarbrs a 3 Water Apperance R �Au�losWatm ControNer ectiona ( )Ewaffser CX)Vaaxan flresker an Bobs ,� M wait buts Wali dats S—7r"— C01d MWM AND WSTRUCMN rr9 4 Cr.,d vs � fa•�tsrpa' r G rrpy Ofthis inspecson Report Received by + eta of Inspootlort_ �/0.P Deparknsnl Of Health F.r>Blnesr/t3sA11tariart Print Mame Telephofte Nrunbar for Dapi.of Hest Aoatt .�''.'3'�2.P�- a PAGE 01152 03/31/2009 09:30 9047453016 COUNTY &ls✓Q j STATE OF FLORIDA DEPARTMENT OF HEALTH PUBLIC SVYIMMIN4 POOL ENGINEERING INSPECTION REPORT Cr o�rw NOM of Pod ;a_, Num d Owner Addroq NO"d Oparoior Ntrona f jmbW for Poet&Wa"f ) P1m Approvoi t 16? owe flro[9l_—Bswm LOW ,..--Psromro Operaft Psm*Numwr D.a 32Mdf - Pod Slee 1 403 G.Mone rrrnux+-x•amw, wall a%fatprtremena of Chepta 8494 of ars Florid.Admlrtiww"Code and must be tWmeomoked, uee a the pool WWWA M061 VMS C"Lil"am be vk>l "m of Chaps►64119.Florada Admbt*W.C00e,and 514 FWAN WAAbelow be QjZd wben n+a hme boOmmw me a"Wo.�adon' mnMMOWO . ferns wW d0 otHedth'0eP*to 1146 pool. fn.TRATrofi (�j Tm*KR `s ((�s+sv.uPmmuns Llphb M ( )8ard ( ) MOS• Mn6A. Manuf. 4_./64r=:& To� CAC �pH M� F1MerAtea p)CH )TA ,,(�)CYA ( )fly�ass ap t t ) r W ( )my"amid Mal"00" Numb. V) q�,^vrnuw�oo ( )Go ctiorf6.tor sntf{{JAt�1=^qutM Tu )EquipnMnl Room VOID MOW. (✓)ToMete M. F• )) �M Mm pq mo" (l) epLay.teel.e >u.'""F. Pump Mamd. urtrom M. { ) mods;N 4 ( )IAaat6�9 1. j )Shorrsi. M"`K.. VHone POW c Loa ife HHook w,Pde m )T0191 Ptper,1o9re�`and Sroa`— � Hak artd Lk t ( �Ltfe Rirp vwRope K k )Softly Flacme Clow )FkfwnrMec ) � )Faun foot Deck � V)PreW"Gauge .__P� V1 1=8 !( SMP R.WL PIT.MN ( Nm Wlra ( )ProNbKs Anlntd6,Food,Dfidt ( ) m tett f ( �step:Unifatm end timet an Dods or in Pmol Res ng hr Hp (p?Sp Edgm Maead Provtdee ( )Tha Who `/) s'NoNoFatdnMe Mouroedae0Goad r 2 rariiErtferb�� ( )Tempmvm* ? 'F Y)in Deaf X)P"Hoe 4: ( )Ohio"Feeder'-'— '{ )in SdWm SW ( )4 do DiVMKi a tAqulred Manuf. T�r....�5tf/t!- (�)2W Ho Crosebroced LaddeMe" Mowdod In b" r 0P�1�► 3' Wal au mmi V)� Day ----�-- { )pHA Feeder i L ( d)Free ChwrnjxP_moti (i) Deft-NO Dl4W"WWWmoft0sW*vvA( Gpac� s {/)�Drainjx,f )HO ( )Low ( )hat ( )Guft radro 6th �_ J)WSW Appasum e Moosup waisr sotm (O samm m d Auto Wear Level Conknow ( )EaaeMzer ) W veemim an Bibba i t Wag WebhWeb COMM AND MMUCT1oN '� ��f ,rs,•.•�c D Aal =mpr d U*kvpecMat Report Mmwked br: o )do mttnapecdon Dep.mwd of Hedffi EnphomlS.nRran � P"Nemo Telephone Number for DepL d 1 WW Agent j92 ►,7►.�3`" )M 130.3ft(Obeoatee Feb.21 ft4w—% , Boyd, Nancy From: Steve Smedley[Steve@rpcgc.com] Sent: Wednesday, February 25, 2009 6:23 PM To: Graham Shirley Cc: Boyd, Nancy Subject: Fleet Landing C.O. We passed our final inspections with Mike Griffin today. I wanted to follow up on: 1. Has public Works been scheduled to do their final inspection? Please review your records and let me know if there are any outstanding inspections that need to be taken care of. I know the following have been inspected and passed...but I don't know if they were formally called in and entered in your system—Framing Final, Reefiwg-RiM?Grease Interceptor. Please let me know if I need to formally call these in, or if they can simply be updated in your computer records. 3. Please confirm with Mike Griffin and with Mike Jones that all inspections are passed except for Public Works, state pool inspection, and health department inspection on the kitchen. I am aware that we will need these to get the permanent C.O. But with the Public Works inspection we can get the T.C.O. Thank you, Steve Smedley Project Manager =$� - General Contractors, Inc. 248 Levy Road I Atlantic Beach,f L 32233 (904)2414416(904)2414427 fax steveCd)_rpcgc.com www.rpcqc.com This e-mail is intended for the addressee shown.it contains information that is confidential and protected from disclosure.Any review,dissemination or use of this transmission or Its contents by persons or unauthorized employees of the intended organizations is shictly prohibited. 1 PREPARED 3/26/09, 10:08:51 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: MICHAEL GRIFFIN DATE 3/26/09 ---- - ------- -' -' — —--------- --- ADDRESS . : 6002 FLEET LANDING BLVD SUBDIV: CONTRACTOR SURFSIDE POOLS PHONE (904) 246-2666 OWNER PHONE PARCEL - - - APPL NUMBER: 08-00000060 SWIMMING POOL/SPA ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 63 01 2/26/08 MJ SWIMMING POOL STEEL TIME: 17:00 2/26/08 AP observed 16 01 3/26/09 MG BD CERTIFICATE OF COMPLETION TIME: 17:00 -------------------------------------- COMMENTS AND NOTES -------------------------------------- k-c,. --------------k-S PREP D 2/24/ CITY OF ATL,ANTZ --------------- ADDRESS . : 60 CONTRACTOR g P ---- OWNER PARCEL _ --- APPL NUMBER: 0'7- ---------------- TYP/SQ COMPLET ----------------- 17 04 8/29/0 9/02/0 17 05 9/02/08 9/02/08 18 01 10/31/08 10/31/o6 96 01 2/25/09 ------------------- CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: D l Contractor Name: P Permit #: C � Property Address: !- Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: El Single-Family Residence E► Commercial Vi�114 Other: L Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Dat"pproved Approved By Fire Dept. Public Works Public Utilities big 144 b Building Planning Tree Mitigation Satisfied Final Survey with FFE Y No All Re-Inspect Fees Paid Yes No Termite Treatment fYes No Boyd, Nancy From: Graham Shirley Sent: Wednesday, February 25, 2009 4:36 PM To: Boyd, Nancy Subject: FW: 6002 Fleet landing Blvd permit#07 848 From: Kaluzniak, Donna Sent: Wednesday, February 25, 2009 4:36 PM To: Graham Shirley Subject: RE: 6002 Fleet landing Blvd permit # 07 848 Shirley, OK for utilities. Everything in Fleet Landing is private—Thanks, Donna From: Graham Shirley Sent:Wednesday, February 25, 2009 4:34 PM To: Carper, Rick; Kaluzniak, Donna; Deming,James; Griffin, Michael; Jones, Mike Cc: Boyd, Nancy Subject: 6002 Fleet landing Blvd permit# 07 848 Needs temp co inspection Steve 219 8532 w/RPC Shirley L. Graham Building Department Atlantic Beach, FL sgraham@coab.us i porta aN Z5,2p49 36 PM 8 a�ah2►K►Sh Ka1aZn day,Fearu ermit#0� 48 G�ha\1 SF��tia\di\9 Sivd P Ftam' RE:6�p2 thanks'pQ��a �o sent. ieet kand�n�is gr��ate J Sub! ��er,�th�rNg�n F QK{or�ti\itie5� 3oaeS►Mike Shirley- Michael' O 09 4i34 PM aures-Grgi\► m•Grafi' b`lidfebNary'2 a;pemin9► \\ se .Wed\e KaiuT\iak, gNd # 0? S48 Sent. rPrjya Cyd, 'Fleet land'\" Cc• ; N O - e 219 RpG �brjecr 8532wI Needs'temp Coin seed%o\Step Gr-aham SrirleY L'Departoent Building BeachFL Atlantic cQoLb- s raLam 1 Graham Shirley From: Hall, Erika Sent: Thursday, February 26, 2009 8:44 AM To: Graham Shirley Subject: RE: 6002 Fleet landing Blvd permit#07 848 Not that I know of...wait for Sonya to weigh in though. �o C3�iors! From: Graham Shirley Sent:Thursday, February 26, 2009 8:42 AM To: Hall, Erika Cc: Doerr, Sonya Subject: FW: 6002 Fleet landing Blvd permit # 07 848 Do you guys have any issues with 6002 Fleet Landing Blvd ? From: Griffin, Michael Sent: Wednesday, February 25, 2009 4:56 PM To: Carper, Rick; Graham Shirley Cc: Jones, Mike Subject: FW: 6002 Fleet landing Blvd permit # 07 848 All is fine, they simply have not received State approval for the swimming pool, which is forthcoming. Once approval from the State is received the pool may be used. Mike G. 1 From: Graham Shirley Sent: Wednesday, February 25, 2009 4:36 PM To: Griffin, Michael Subject: FW: 6002 Fleet landing Blvd permit# 07 848 Rick is inquiring about the temp status From: Carper, Rick Sent: Wednesday, February 25, 2009 4:35 PM To: Graham Shirley Subject: RE: 6002 Fleet landing Blvd permit# 07 848 Why temp? From: Graham Shirley Sent: Wednesday, February 25, 2009 4:34 PM To: Carper, Rick; Kaluzniak, Donna; Deming,James; Griffin, Michael; Janes,Mike Cc: Boyd, Nancy Subject: 6002 Fleet landing Blvd permit# 07 848 Needs temp co inspection Steve 219 8532 w/RPC Shirley L. Graham Building Department Atlantic Beach, FL sgrahamPcoab.us 2 Graham Shirley From: Doerr, Sonya Sent: Thursday, February 26, 2009 9:17 AM To: Graham Shirley Subject: RE: 6002 Fleet landing Blvd permit#07 848 Not me. Sonya From: Graham Shirley Sent:Thursday, February 26, 2009 8:42 AM To: Hall, Erika Cc: Doerr, Sonya Subject: FW: 6002 Fleet landing Blvd permit # 07 848 Do you guys have any issues with 6002 Fleet Landing Blvd ? From: Griffin, Michael Sent: Wednesday, February 25, 2009 4:56 PM To: Carper, Rick; Graham Shirley Cc: ]ones, Mike Subject: FW: 6002 Fleet landing Blvd permit # 07 848 All is fine, they simply have not received State approval for the swimming pool, which is forthcoming. Once approval from the State is received the pool may be used. Mike G. From: Graham Shirley Sent: Wednesday, February 25, 2009 4:36 PM To: Griffin, Michael Subject: FW: 6002 Fleet landing Blvd permit # 07 848 Rick is inquiring about the temp status From: Carper, Rick Sent: Wednesday, February 25, 2009 4:35 PM To: Graham Shirley Subject: RE: 6002 Fleet landing Blvd permit # 07 848 Why temp? From: Graham Shirley Sent: Wednesday, February 25, 2009 4:34 PM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Griffin, Michael; Jones, Mike Cc: Boyd, Nancy Subject: 6002 Fleet landing Blvd permit # 07 848 Needs temp co inspection Steve 219 8532 w/RPC Shirley L. Graham Building Department Atlantic Beach, FL sgraharn0coaKus 2 PREPARED 2/20/09, 16:43:02 INSPECTION TICKET PAGE 5 CITY OF ATLANTIC BEACH INSPECTOR: MICHAEL GRIFFIN DATE 2/23/09 ------------------------------------------------------------------------------------------------ ADDRESS . : 6002 FLEET LANDING BLVD SUBDIV: CONTRACTOR R.P.C. GENERAL CONTRACTORS PHONE (904) 241-4416 OWNER _ PHONE PARCEL APPL NUMBER: 07-00000848 COMMERCIAL NEW CONSTRUCTION ------------------------------------------------------------------------------------- PERMIT: MECH 00 MECHANICAL HVAC PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------—----------—-—---------------------------------—---------- C1 32 01 10/17/08 MG MECHANICAL A/C ROUGH-IN TIME: 17:00 10/17/08 AP Partial Mech Rough 2nd floor Steve 219-8532 2nd floor ceiling, drive thru, meeting room 32 02 11/10/08 MG MECHANICAL A/C ROUGH-IN TIME: 17:00 11j12J08 AP mech partial - Steve 219-8532 North section of first floor and restrooms only 32 03 12/18/08 MG MECHANICAL A/C ROUGH-IN TIME: 17:00 12/22/08 AP rough mechanical - pool , auditorium, restaurant serving area, balcony area east inspected mech on pool encl. auditorium, restaurant serving area, balcony area east. 34 01 1/08/09 MG MECHANICAL A/C FINAL TIME: 17:00 1/12/09 AP PARTIAL STEVE 219 8532 �•/ partial mechanical okay I� 34 02 1/20/09 MG MECHANICAL A/C FINAL TIME: 08:00 n 1/16j09 AP partial mech. inspection for cover up of ceiling 2nd floor Steve RPC 219-8532 Partial 2nd floor 34 03 1/21/09 MG MECHANICAL A/C FINAL TIME: 17:00 1/22/09 AP PARTIAL MECH COVER UP IST FLOOR STEVE 219-8532 32 04 1/29/09 MG MECHANICAL A/C ROUGH-IN TIME: 17:00 1/29/09 AP PARTIAL MIKE Kitchen and auditorium ceiling ok c(� 34 04 2/06/09 MG ME C.13 C A/C FINAL TIME: 17:00 111 2/06/09 AP "_GAS LINE ST � U 34 05 2/23/09 MG bit r MECHANICAL A/ FINAL TIME: 13:00 --------------------- —-------- ------------------------------- � PERMIT: PLBG 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------------------------------------------------------------- 41 01 3/03/08 MJ PLUMBING ROUGH-IN UNDERSLAB TIME: 17:00 3/04/08 CA RPC Steve 41 02 3/05/08 WB PLUMBING ROUGH-IN UNDERSLAB TIME: 17:00 XXXXXXXXXX XXXXXXXX Steve W/ RPC 219 8532 41 03 3/24/08 MJ PLUMBING ROUGH-IN UNDERSLAB TIME: 17:00 3/25/08 AP PLBG UNDERSLAB, PM PLEASE 219.8532 inspected by Walt Brown. 44 01 4/16/08 MG PU SEWER TAP TIME: 17:00 4/16/08 AP partial sewer 268 6309 Grease interceptor made need approval from local health dept in addition to building department. 41 04 9/09/08 MG PLUMBING ROUGH-IN UNDERSLAB TIME: 17:00 9/17/08 AP steve 219 8532 42 02 10/07/08 MG PLUMBING ROUGH-IN (TOP-OUT) TIME: 17:00 ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 2/20/09, 16:43:02 INSPECTION TICKET PAGE 6 CITY OF ATLANTIC BEACH INSPECTOR: MICHAEL GRIFFIN DATE 2/23/09 ------------------------------------------------------------------------------------------------ ADDR$SS . : 6002 FLEET LANDING BLVD SUBDIV: CONTRACTOR R.P.C. GENERAL CONTRACTORS PHONE (904) 241-4416 OWNER PHONE PARCEL - - - APPL NUMBER: 07-00000848 COMMERCIAL NEW CONSTRUCTION ----—----—--------------------—-----------------—------------—---—--------------------—-- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------—---------------—-—-----------—-—---------------------------------—---------- 11/12/08 AP steve rpc 219 8532 42 01 10/07/08 MG PLUMBING ROUGH-IN (TOP-OUT) TIME: 17:00 10/08/08 AP §t-eve 219-8532 45 O1 2/23/09 MG 1.,0 'PLUMBING FINAL,. TIME: 13:00 F fl final plumb Steve 219-8532 --------------------------------- AND NOTES - PREPARED 2/20/09, 16:43:02 INSPECTION TICKET PAGE 7 CITY OF ATLANTIC BEACH INSPECTOR: MICHAEL GRIFFIN DATE 2/23/09 ------------------------------------------------------------------------------------------------ ADDRESS . : 6002 FLEET LANDING BLVD SUBDIV: CONTRACTOR PROFESSIONAL SUNSHINE ROOFING PHONE OWNER PHONE PARCEL - - - APPL NUMBER: 08-00000093 ROOF PERMIT ------------------------------------------------------------------------------------------------ PERMIT: ROOF 00 ROOF PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RES 'i`S/COMMENTS ------ --------- ------ -- - -- -'------------—— RF O1 2/23/09 MG BD,ROOF FINAIk TIME: 13:00 FTT roo final Seve 219-8532 --J-----'---------------- --- COMMENTS AND NOTES -------------------------------------- PREPARED 2/20/09, 16:43:02 INSPECTION TICKET PAGE 8 CITY OF ATLANTIC BEACH INSPECTOR: MICHAEL GRIFFIN DATE 2/23/09 ------------------------------------------------------------------------------------- ADDRESS . : 6002 FLEET LANDING BLVD SUBDIV: CONTRACTOR AMERICAN ELECTRICAL CONTRACTOR PHONE (904) 737-7770 OWNER PHONE PARCEL - - - APPL NUMBER: 08-00000780 ELECTRIC ONLY ------------------------------------------------------------------------------------- PERIiIT: ELEC 00 ELECTRICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------------------------- --------------------------- 22 01 10/09/08 MG ELECTRICAL ROUGH-IN TIME: 17:00 10/09/08 AP Partial Elect Steve 219-8532 22 02 11/10/08 MG ELECTRICAL ROUGH-IN TIME: 17:00 11/12/08 AP elect partial Steve 219-8532 North section of first floor and restrooms only 23 01 12/16/08 MG ELECTRICAL FINAL TIME: 17:00 12/18/08 AP electrical final line to transformer. Community Ctr Fleet Landing Mark 591-9828 transformer pad approved. - should have been called in as a rough or in progress - MG approved pool encl. rough elect. / auditorium rough elect / restaurant rough elect./ balcony area east rough elect. 23 02 1/07/09 MG ELECTRICAL FINAL TIME: 17:00 1/12/09 AP Electrical power to Transformer inspection requested Mark 591-9828 Early Power okay 23 03 1/20/09 MG ELECTRICAL FINAL TIME: 08:00 1/16/09 AP partial electrical for cover up of ceiling second floor Steve RPC 219-8532 partial 2nd floor 23 04 1/21/09 MG ELECTRICAL FINAL TIME: 17:00 1/22/09 AP PARTIAL ELECT 1ST FLOOR COVERUP STEVE 219-8532 22 03 1/29/09 MG ELECTRICAL ROUGH-IN TIME: 17:00 1/29/09 AP PARTIAL FOR CAFE KITCHEN STEVE RPC K-ttchen and'-mikditorium ceiling ok 23 05 2/23/09 MG ELECTRICAL FINAL TIME: 13:00 select final for c/o -------------------------------,- .._,-,eOMMENTS AND NOTES ------------------------------------- PREPARED 2/20/09, 16:43:02 INSPECTION TICKET PAGE 9 CITY OF ATLANTIC BEACH INSPECTOR: MICHAEL GRIFFIN DATE 2/23/09 ------------------------------------------------------------------------------------- ADDRESS . : 6002 FLEET LANDING BLVD SUBDIV: CONTRACTOR W.W. GAY FIRE PROTECTION PHONE (904) 367-7973 OWNER PHONE PARCEL - - - APPL NUMBER: 08-00001296 MECHANICAL HVAC ONLY ---- PERMIT: FIRE 00 FIRS SPRINKLER REQUESTED INSP DESORTPTIO17""-.. TYP/SQ COMPLETED RESULT ULTS/COMMENTS`'• ----------------------------'--- 74 01 2/23/09 MG D:'I RE SPRINKLER F AL TIME: 13:00 /� u - e RM final -- -------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 2/20/09, 16:43:02 INSPECTION TICKET PAGE 10 CITY OF ATLANTIC BEACH INSPECTOR: MICHAEL GRIFFIN DATE 2/23/09 -----------------—-------------------—--------—---------------------------------------------- ADDRESS . : 6002 FLEET LANDING BLVD SUBDIV: CONTRACTOR SCOTT PLUMBING COMPANY, INC. PHONE (904) 268-6309 OWNER PHONE PARCEL - - - APPL NUMBER: 09-00000190 MECHANICAL HVAC ONLY —- -- ----` -` - ---- -------------- ---- PERMIT: MECH 00 MECHANICAL HVAC PERMIT. REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT .RESULTS/COMMENTS -----------------------—------------------`--- ------—------------------—------------------ 35 01 2/23/09 M MECHANICAL GAS FINAL TIME: 13:00 already�inspec�tediand approved on 2/6/09 - job card nitialnternal paperwork approval ----- -------------------------------- COMMENTS AND NOTES FEB-c6-2009 02:31P FROM: R E HOLLAND 904-646-3272 T0:2414427 P.1 Professional Surveyors&Mappers R.E. Holland & Associates, Inc. FAX MEMORANDUM By U. S. Mail: By Electronic Transfer,-By Express DeliveryBy Hand Delivery Date: 2/27109 Project No. 10307 To: Jennifer Snow Project Name: Fleetwood Landing Company: RPC General Contra , Inc. Priority: From: Robert E. Holland Fax No.:904-241-4427 Subject: Elevation Certificate Copy: Per our conversation;thank you,and have a good weekend. 9770 Baymeadows Rd.,Suite 105•Jacksonville,Florida 32256•Phone:904.260.6300•Fax:904.646.3272• E-mail:reh@reholland.net FEB-26-2009 02:31P FROM: R E HOLLAND 904-646-3272 T0:2414427 P.2 U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Exeires February 28.2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name CONTINUING NAVAL CARE RETIREMENT FOUNDATION,INC. Policy Number A2. Building Street Address(Including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 6002 FLEET LANDING BLVD.NORTH City JACKSONVILLE State FL ZIP Code 32233 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,eta) A PART OF THE ANDREW DEWEES GRANT,SECTION 37,AND SECTION 5,ALL IN TOWNSHIP 2 SOUTH,RANGE 29 EAST,DUVAL COUNTY,FL A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. LatitudelLongitude:Lat.NIA Long.NIA Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s),provide A9. For a building with an attached garage,provide: a) Square footage of crawl space or enclosure(s) 0 sq ft a) Square footage of attached garage 0 sq R b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings in the attached garage enclosures)walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade Q c) Total net area of flood openings in A8.b g sq in c) Total net area of flood openings in A9.b 0 sq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 81.NFIP Community Name 8 Community Number 82.County Name B3.State JACKSONVILLE,FLORIDA, 12077 1 DUVAL I FLORIDA 84.Map/Panel Number 85.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 0242 E 6/16/1999 a/15/1989 X,SHADED X, AE BFE=8 AE.FW 810. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑FIS Profile ❑FIRM 0 Community Determined ❑Other(Describe) 811. Indicate elevation datum used for BFE in Item 89: 0 NGVD 1929 ❑NAVD 1988 ❑Other(Describe) 812. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ®No Designation Date y(e ❑CORS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings' ❑Building Under Construction' 0 Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones At-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/AI-A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized SEE NOTES Vertical DatumGN VO 29 Conversion/Comments N/A Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)_ LQ,S„� ®feet ❑motors(Puerto Rico only) b) Top of the next higher floor 24.2 19 feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) NIA. ❑feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 10.9_2 ®feet ❑meters(Puerto Rico only) (Describe type of equipment in Comments) f) lowest adjacent(finished)grade(LAG) 9.8 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 19.2 ®feet ❑meters(Puerto Rico only) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation I information. I certify that the information on this Certificate represents my best efforts to interpret the data available. , I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. ® Check here if comments are provided on back of form. I` Certifier's Name ROBERT E.HOLLAND License Number 4242 Title REGISTERED LAND SURVEYOR Company Name R.E.HOLLAND 8 ASSOCIATES,INC. Address 97 YMEA W R .SUITE IDS City JACKSONVILLE State FL ZIP Code 32256 Signature Date 02/27/09 Telephone (904)260-6300 FEB-26-2009 02:31P FROM: R E HOLLAND 904-646-3272 TO:2414427 P.3 IMPORTANT: In these spaces,copy the corresponding information from Section A. For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 6002 FLEET LANDING BLVD.NORTH City JACKSONVILLE State FL ZIP Code 32233 Company NAIC Number SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments X-CUT IN CORNER OF CONCRETE TRANSFORMER PAD ELEVATION=15.53 SET BY OTHERS;THIS CERTIFICATION IS GIVEN FOR THE SPECIFIC PURPOSE OF DETERMINING THE AS-BUILT ELEVATION OF THE FINISHED FLOOR,WHICH IS CURRENTLY UNDER FINAL CONSTRUCTION ACTIVITIES;NOTE ALSO THAT THE PROJECT SITE IS UNDER CONSTRUCTION;THE FLOOD ZONE LINES SHOWN ON THE SURVEY MAP WERE DETERMINED BY GRAPHICALLY PLOTTING THE ZONES FROM THE FIRM MAPS AND WERE NOT DETERMINED FROM ACTUAL FIELD ELEVATIONS.NO UNDER FLOOR FLOOD VENTS OR CRAWL SPACES WERE OBSERVED.BFE WAS DETERMINED 13Y COJ PERSONEL EQUIPMENT(TRANSFORMER PAD) Signature ROBERT E.HOLLAND,PLS 04242 Date 02/27/09 ® Check here K attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is Intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For items E1-E4,use natural grade,If available. Check the measurement used. In Puerto Rico only,enter meters. Et. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawl space,or enclosure)is ❑feet Q meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawl space,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided In Section A Items 8 and/or 9(see page 8 of Instructions),the next higher floor (elevation C2.b In the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)IS ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth numoer is avarmaoie,Is the top of ilir Uulluii,Auu,olowcapi;,6ta6rdanse with the aammunity'o floodploin manacpmPnt ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A.B,and E for Zone A(without a FEMA-Issued or community-issued BFE) or Zone AO must sign here. The statements to Sections A,B,and E are correct to the best of my knowledge. Property Owners or Owners Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here H attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by low or ordinance to administer the community's floodplain management ordinance can complete Sections A,S.C(or E), and G of this Elevation Certificate. Complete the applicable kem(s)and sign below. Check the measurement used In Items G8.and G9. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4.-G9.)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued W. Date Certificate Of Compliance/Occupancy issued G7.This permit has been issued for. ❑New Construction ❑Substantial Improvement G8.Elevation of as-built lowest floor(including basement)of the building: -❑feet ❑meters(PR)Datum G9.BFE or(In Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments FEB-26-2009 02:32P FROM: R E HOLLAND 904-646-3272 T0:2414427 P.4 Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number 6002 FLEET LANDING BLVD.NORTH City JACKSONVILLE State FL ZIP Code 32233 Compwy NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and"Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. i FRONT VIEW DATE: 02/26/09 FEB-26-2009 02:32P FROM: R E HOLLAND -646-3272 T0:2414427 P.5 Building Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt,Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Pollcy Number 6002 FLEET LANDING BLVD,NORTH City JACKSONVILLE State FL ZIP Code 32233 Company NAIC Number 11 submltting more photoyiaphs than will fit on the preceding pogo, affix tho additional photographs below IdRntify all photographs with: date taken;"Front View"and"Rear View"; and, if required, "Right Side View"and"Left Side View." t tK NO-N@ fi _ r I 'r `y< REAR VIEW DATE: 02/26/09 IS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 k` Application Number . . . . . 09-00000190 Date 2/09/09 Property Address . . . . . . 6002 FLEET LANDING BLVD Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc gas piping / gas water heater ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SCOTT PLUMBING COMPANY, INC. 9585 SUNBEAM CENTER DRIVE JACKSONVILLE FL 32257 (904) 268-6309 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc GAS PIPING / GAS WH Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/08/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH A_` 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O`� w- I OFFICE:(904)247-5826•FAX NO.:(904)247-5845 ". BUILDING-DEPTQCOAB.US Y' MECHANICAL PERMIT APPLICATION DUVAL COUNTY ©o 'r��NDiu� t3/va. 13 NO a7-ooaoo��8 z -.9 - 0-9t'p z,. O'4ES PERMIT* 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 7.NAME OF 5�- f P, �v�6/ &. Z�uc 6.9 -9 Su ube4m CA) Cie. vi 9fK 3 Z 2 s 7 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.: CFCO/13/87- S0q- Z/g-Z9/q ?4z - 3/?5- 12.EMAIL ADDRESS: 13.OFFICE PHONE: t7 14. �EDf - Z6S -637LGSC /V 7 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any ti er work is co enced. CONTRACTORS SIGNATURE: ,91-NEW INSTALLATION EW ❑RESIDENTIAL oPP06 FLORIDA BUILDING CODE- 0 REPLACEMENT OF EXISTING SYSTEM ❑EXISTING -El-COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER 19.HEAT: ❑SPACE ❑RECESSED ❑CENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ROOM ❑CENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: Cfm 22.REFRIGERATION: MAX CAPACITY: Cfm 23.COOLING TOWER: CAPACITY: gpm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑ PUMP ❑WELL ❑PIPING 29.GAS PIPING: #OF OUTLETS: 41 ❑GAS AHU: GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: in NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY BLDG04 Permit Applicaton Mech:REVISED:12/182008 MINUTEMAN PRESS(954)966-0233 AV �L L ttND/nt 6 CoM O V 07'1/ Gef4TV / PEST CONTROL, INC. p7 - USS NOTICE OF TERMITE PROTECTIVE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 DATE OF TREATMENT: TIME OF TREATMENT: IN APPLICATOR: OUT BUILDER NAME: TREATMENT ADDRESS: -`TOB #: LOT: BLOCK: UNIT: SPRAY &TAMP SPRAY ONLY SPRAY# RESIDENTIAL COMMERCIAL ADDITION CHEMICAL: % GALLONS MONOLITHIC S/F STEMWALL SF L/F L/F PERIMETER TREATMENT CHEMICAL: % GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: L/F 4n e o r^cm JAY C eon NOTICE OF TERMITE PROTECTION r� PEST CONTROL, INC. We have provided a termite treatment for this structure.Please call us for your free annual inspection and be sure to renew your termite warranty when the time comes! 800-749-8588 300 S.State Road 7,Plantation,FL www.accuratepc.com PREPARED 2/24/09, 16:39:25 INSPECTION TICKET PAGE 3 CITY OF ATLANTIC BEACH INSPECTOR: MICHAEL GRIFFIN DATE 2/25/09 ----------------------------------------------------------------------------------------------- ADDRESS . : 6002 FLEET LANDING BLVD SUBDIV: CONTRACTOR R.P.C. GENERAL CONTRACTORS PHONE (904) 241-4416 OWNER PHONE PARCEL - - - APPL NUMBER: 07-00000848 COMMERCIAL NEW CONSTRUCTION ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 17 04 8/29/08 MJ BD ROOF SHEATHING TIME: 17:00 9/02/08 DP and wall sheathing Steve 219 8532 missing fasteners or spaced to far apart. 17 05 9/02/08 MJ BD ROOF SHEATHING TIME: 17:00 9/02/08 AP Danny Rpc 509 1863 NEEDS PM APPT 18 01 10/31/08 MJ BD ROOF DRY-IN TIME: 17:00 10/31/08 AP roof in progress Steve 219-8532 Roof tile installation. 96 01 2/25/09 MG TEMPORARY CERT. OF OCCUPANCY TIME: 17:00 request temporary co on building Z -------------------------------------- COMMENTS AND NOTES ------------------------------------- e---- A PREPARED 2/24/09, 16:39:25 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: MICHAEL GRIFFIN DATE 2/25/09 ---------------------------------------------------------------------------------------- ADDRESS . : 6002 FLEET LANDING BLVD SUBDIV: CONTRACTOR R.P.C. GENERAL CONTRACTORS PHONE (904) 241-4416 OWNER PHONE PARCEL - - - APPL NUMBER: 07-00000848 COMMERCIAL NEW CONSTRUCTION --------------- ----------------------------------------------- --- PERMIT. BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------——--------—-----—---------—----—--------- ----------------------- 10 01 1/22/08 MJ BD FOOTING TIME: 17:00 1/22/08 AP RPC STEVE 219 8532 threshold inspector involved here, 10 02 1/25/08 MJ BD FOOTING TIME: 17:00 1/25/08 AP rpc fleet landing needs after 9a if possible observed, column footers. 10 03 1/30/08 MJ BD FOOTING TIME: 17:00 1/30/08 AP FOOTING, STEVE, 219.8532 (PLEASE INSPECT BETWEEN 9:30 & 11:00) observed, threshold insp. involved. 10 04 1/31/08 DH BD FOOTING TIME: 17:00 2/01/08 AP 10 05 2/01/08 MJ BD FOOTING TIME: 17:00 2/01/08 AP MID-MORN IF POSSIBLE STEVE RPC 10 06 2/05/08 MS BD FOOTING TIME: 17:00 2/05/08 AP Steve w/ RPC 10 07 2/07/08 MJ BD FOOTING TIME: 17:00 2/07/08 AP observed 10 08 2/08/08 DH BD FOOTING TIME: 17:00 2/22/08 AP FOOTING, STEVE, RPC 10 09 2/13/08 MJ BD FOOTING TIME: 17:00 2/13/08 AP b-4 12p if possible steve 219 8532 observed 10 10 2/19/08 MJ BD FOOTING TIME: 17:00 2/19/08 AP observed 10 11 2/25/08 MJ BD FOOTING TIME: 17:00 2/25/08 AP FOOTERS, MID MORNING PLEASE, STEVE, COMMUNITY CENTER observed 10 12 2/26/08 MJ BD FOOTING TIME: 17:00 2/26/08 AP FOOTING, STEVE, LATE AM, 219.8532 observed 11 01 2/28/08 MJ BD SLAB TIME: 17:00 2/28/08 CA steve 219 8532 Inspection to be done by Walt Brown, Friday. 10 13 3/03/08 MJ BD FOOTING TIME: 17:00 3/04/08 AP RPC Steve Needs Late AM 11 02 3/03/08 MJ BD SLAB TIME: 17:00 3/04/08 AP partial slab Rpc Steve 10 14 3/06/08 MJ BD FOOTING TIME: 17:00 3/06/08 AP FOOTER, STEVE, 219.8532, PM PLEASE observed. 10 15 3/17/08 MJ BD FOOTING TIME: 17:00 3/17/08 AP FOOTERS FOR COLUMNS, AM IF POSSIBLE, WANTS TO POUR IN PM, 219.8532 observed 10 16 3/27/08 MJ BD FOOTING TIME: 17:00 ------------------------------ CONTINUED ONTO NEXT PAGE -------------------------------- PREPARED 2/24/09, 16:39:25 INSPECTION TICKET PAGE 2 CITY OF ATLANTIC BEACH INSPECTOR: MICHAEL GRIFFIN DATE 2/25/09 ----------------- --- ADDRESS . : 6002 FLEET LANDING BLVD SUBDIV: CONTRACTOR R.P.C. GENERAL CONTRACTORS PHONE (904) 241-4416 OWNER PHONE PARCEL - - - APPL NUMBER: 07-00000848 COMMERCIAL NEW CONSTRUCTION ----------------------—---——---------------------------—-----—-----------------—----—---- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------——-------------------—----------—---------------------------------------- 3/27/08 CA and slab steve with RPC needs PM not ready 10 17 4/04/08 MJ BD FOOTING TIME: 17:00 4/04/08 AP steve rpc *-early as possible' 219 8532 OBSERVED. 10 18 4/16/08 MJ BD FOOTING TIME: 17:00 4/16/08 AP STEEL, STEVE, 219.8532 this was bolting down of red iron to footer/ancor-bolts. 13 01 4/18/08 MJ BD FRAMING TIME: 17:00 4/21/08 AP BEAMS TO COLUMNS, STEVE, 219.8532, LATE AM PLEASE bolts for beams-to-columns, red iron. 59 01 4/24/08 MJ BD FILL CELL/TIE BEAM TIME: 17:00 4/24/08 AP steved 219 8532 59 02 4/25/08 MJ BD FILL CELL/TIE BEAM TIME: 17:00 4/25/08 AP Steve w/ rpc needs inspection between 10a-12p I told him to spk with Mike about these times 219 8532 OBSERVED 59 03 4/30/08 MJ BD FILL CELL/TIE BEAM TIME: 17:00 4/30/08 AP steve rpc 219 8532 observed 10 19 5/09/08 MJ BD FOOTING TIME: 17:00 5/09/08 AE STEVE RPC sleece the dwv at the west end of slap to be poured, seal each end. 11 03 5/15/08 MJ BD SLAB TIME: 17:00 5/15/08 AP rpc Steve 219 8532 observed. 59 04 5/27/08 MJ BD FILL CELL/TIE BEAM TIME: 17:00 5/27/08 AP steve rpc 219 8532 59 05 6/02/08 MJ BD FILL CELL/TIE BEAM TIME: 17:00 6/02/08 AP steve rpc 219 8532 observed. 59 06 6/12/08 MJ BD FILL CELL/TIE BEAM TIME: 17:00 6/12/08 AP STEVE 219 8532 99 01 7/21/08 MJ BD WALL SHEATHING TIME: 17:00 7/21/08 AP 219 8532 steve rpc EXTERIOR DENSE BOARD. 17 01 8/05/08 MJ BD ROOF SHEATHING TIME: 17:00 8/05/08 AP Fleet landing comm center 2nd story needs early afternon Steve RPC 219 8532 partial. 17 03 8/12/08 MJ BD ROOF SHEATHING TIME: 17:00 8/12/08 AP partial sheathing steve RPC 219 8532 Partial. 17 02 8/12/08 MJ BD ROOF SHEATHING TIME: 17:00 8/12/08 AP PARTIAL STEVE RPC 219 8532 PM 1-5 Partial. ------------ CONTINUED ONTO NEXT PAGE ----------------------------------- ',r-=L`�r, City of Atlantic Beach APPLICATION NUMBER as Building Department c,� (To be assigned by the Building Department.) 800 Seminole Road 0 Atlantic Beach, Florida 32233-544 Phone(904)247-5826 • Fax(904)247-5845 / �O .VA11, E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us IL APPLICATION REVIEW AND TRACKING FORM Property Address: 6a klu/ llt� �' IApaftment review required Yes No BuildD22 1'- l Planning &Zoning Applicant: LULL/ g Public Works Project: / l '` Public Utilities Public.,;;; ire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: APP CATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING ` PUBLIC WORKS Reviewed by: tv Date: g"0 PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH �7� I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE'.(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAG.US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY w OOZ fIeel ,.?AV)IA)1? I volzt OPERMIT 006 ��$ ES #: Atlantic Beach, FL 32233 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS'. 6 PHONE. 7 NAME OF COMPANY: r 8.ADDRESS.: 9.STATEOF FL RIDA LICENSE NO: 10.CELL PHONE: 11.F X O.: �� ` 12. MAILADDRESS:L/ Q �� ^ 13.OFFICE PHONE: 14. (�! 15.Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void' Comm ed within six(6) months, or if construction or work is suspended or abandoned for a period of six(6)months Ime after work is comme W" ih pCONTRACTORS SIGNATURE: ❑MULTI FAMILY-#OF UNITS: ❑RESIDENTIAL ❑SINGLE FAMILY ❑TEMP SERVICE ❑COMMERCIAL ❑ADDITION ❑TRAILOR S F U4LRING � o- T7 7, g `t iDpE:3 ❑ALTERATION ❑SIGN ❑OLD WNEW ❑'05 NATIONAL ELECTRICAL CODE ❑ REPAIR ❑ POOL/SPA ❑REWIRE ❑OTHER: 20.TYPE OF SERVICE: ❑ OVERHEAD ❑ UNDERGROUND ❑ UNDERGROUND UP POLE 21. NEW SERVICE.'; CONDUCTORS PER PHASE: ❑ POWER IS ON ❑ POWER IS OFF 22.SIZE OF CONDUCTOR: AMPICITY: ❑COPPER ❑ ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT; RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25. FEEDERS: #of AMPS #OF AMPS: #OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT& M.V.: 27. FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: YES ❑ NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: ay' 7,....,ala, 1117 r. #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP:nw�i KVA: `��sN�:...�9�'+��y�„ ,,. .; ,.,e, ,. h;...„. s M. . .., T �. ,F.��"��'�' 5��*.'.'��" a�, t��m:a✓ i r..... b ��a12*.:; UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: S x § � q—LANEOUSR AIR 4 DESCRIBE IN DETAIL: ,! ft�J 14/x'/-Pl L57 e COAG FORM BLDG0Z REVISED:12113(2007 Table of Contents: Section One: Fire Alarm Panel and components. Section Two: Initiating devices. Section Three: Notification device Power supply, Voicecom Panel and Notification devices. Section One: Fire Alarm Panel and components. r r Y- P7 The NIC-C Card has diagnostic LEDs that indicate Card Fail, CAN Fail, HNET Fail,XNET Fail,Ground Fault, Loop A Fail and Loop B Fail,as well as LEDs to indicate Power,Style a and Active Networks. Ail VC-813MIC-2C e ZIC-8B/ZIC-2C HLIM Line Isolator Module The Zone Indicating Card ZIC-813 provides eight fully HLIM line Isolator Module supervised programmable output circuits for use on the FireFinder XLS Fire Alarm Control Panel.The ZIC-813 The HLIM loop isolator module provides short circuit supplies 8 Class B(StyleY)type output circuits, power protection on FireFinderXLS intelligent device circuits limited to 2.0 amps maximum per circuit. Each circuit can (DLC).When a short is detected by the HLIM,it isolates be independently programmed for use with listed audible the affected segment of the circuit,allowing the remaining or visual notification appliances,or listed emergency audio devices to continue operation.The HLIM is self-restoring, speakers. The ZIC-86 plugs into one slot in the CC-5 or automatically reconnecting to circuit segment when the CC-2 Card Cage,and has on-board LEDs for system status fault is removed. and troubleshooting.The ZIC-2C mounts directly on the It can be wired in either a Style 4 or Style 6 configuration. ZIC-86,and allows each of the ZIC-813 output circuits to be used for 2-channel voice applications. Indication of power, The HLIM does not occupy a device address on the DLC - communication,internal operation,and ground fault circuit and requires no programming.Up to fifteen HLIMs conditions are provided,as well as indication of circuit may be installed on each DLC loop. activation or trouble conditions. A� "' , g 7 HCP HCP The HCP provides an intelligent control point for the NIC-C FireFinder XLS Control Panel.The HCP can be programmed as an independent,remotely located tele- NIC-C phone zone,speaker zone or notification appliance circuit. The Model NIC-C Network Interface Card provides HNET or The HCP is designed to be used with the Siemens Fire XNET network communications between enclosures. In Safety notification appliance product line. addition to the HNET or XNET communication the NIC-C The HCP communicates through the DLC analog loop and provides CAN network communication within an enclosure can be wired either Class A(Style Z)or Class B (StyleY). or external to the enclosure.The HNET or XNET can be The 24VDC power input comes from eitherthe control wired Style 4 or Style 7. The CAN network can be wired panel or from any UL listed power limited,auxiliary power ON Style 4 only. supply. When the NIC-C is used for HNET communications it provides communication between enclosures on a single system. When the NIC-C is used for XNET communications it provides communication between systems.The maxi- mum of XNET NIC-Cs on a single system (single node)is one,fora total of 64 XNET NIC-Cs on a Peer-To-Peer Networked System. programmed usage. The label slides behind a clear indicate Fan/Damper/Motor status:OFF(Red LED),ON protective membrane. One of the LED's assigned to each (Green LED),TROUBLE(Yellow LED). switch is a dual color LED used to indicate what type of signal is active. Each SCM-8 and each switch is fully programmable and may be used to control speaker circuits,and awide range r2 of general system functions such as All Call,All Evac, Warden's Page,Speaker,etc. Anynumber of circuits may be grouped and controlled bya single switch. Switch usages and zone groupings are assigned using the ZEUS W. t� system programmi ngsoftwa re.The SCM-8s are mounted on a hinged panel as a partof the FireFinderXLS Command Console enclosure. PSC-12 Power Supply Charger Module PSC-12 Power Supply Charger Module The PSC-12 is a high current power supply that provides imp the FireFinder-XLS primary regulated 24VDC power to operate.It is rated at 12Amps(Alarm)/5Amps(Standby) and has a built in battery charger capable of charging up to 100AH batteries.The PSC-12 is an addressable intelligent I!! microprocessor controlled module that communicates it status to the system operator interface(PMI).The PMI is LCM-8 able to query the status of the power supply to obtain information regarding system charging current,terminal LCM-8 LED Control Module loading information,ground fault conditions and more. The LCM-8 is an FireFinder XLS option module which provides LED annunciation of system activity. Each LCM- 8 module contains eight groups of 2 LED's,each of which can be assigned to desired outputs using the ZEUS programming software. Eight LED's are dual color capable of being lighted either RED or GREEN flashing or steady. The remaining LED's are AMBER flashing or steady.A space is provided for labeling of LED functions.The label slides behind a clear protective membrane.The LCM-8 dimensions are identical to the SCM-8 and is mounted on the same hinged panel as a part of the FireFinder XLS , Command Console enclosure. %; *r �S PTB Power Termination Board PTB PowerTermination Board The PSC-12 comes packaged with a module called the PTB.The PTB is the PowerTermination Board and is required for operation with the PSC-12.The PTB filters the power from the incoming AC mains and distributes it to the PSC-12 power supply and the optional PSX-12 power supply extender. The PTB has an optional connector that can be used during system installation,commissioning&service to provide the technician with a place to plug in their laptop computer if required.The AC-ADPT is an optional accessory cable FCM-6 that allows connection on one side to the PTB via a keyed connector and on the other end directly into to the laptop's FCM-6 Fan,Motor,dampers Control Module transformer.Most laptop computer external power trans- The FCM-6 is an FireFinder XLS command console option formers have removable AC power cords which can be module that provides manual control of building HVAC replaced by the AC-ADPT to temporarily provide an AC system fans,motors,and dampers. EachFCM-6 module power source for laptop computer used during system provides(6)sets of(3)push button switches for manual installation,service and maintenance calls when needed. system control.Each switch has3 associated LEDs to sY 1. f' a: ii CCU/M Alphanumeric Pager Interface OR MDACT-Multi-Point Digital Alarm CCU/M Alphanumeric Pager Interface Communicator Transmitter The CCU/M is an ancillary module that connects to the MDACT-Multi-Point Digital Alarm RPM to transmit FireFinderXLS status information in text CommunicatorTransmitter message format to an alphanumeric pocket pager.The The Model MDACT Multi-Point Digital Alarm Communica- CCU/M can be connected to an exiting phone line and can torTransmitter is used in FireFinder XLS systems where dial out to a pager using its onboard modem to transmit point identification of alarm,supervisory,security and information via a paging service.The CCU/M can also trouble events is required at Central or Remote Receiving connect directly to an existing on-site paging system. Stations. An intelligent RS-485 communications protocol Through programming,the CCU/M can send different transmits all system information to the MDACT. The types of events to different pagers. Up to 8 different installer selects the specific events,or groups of events, messages can be sent to pagers directly from CCU/M. ,ll, that are to be transmitted from the MDACT over phone Alarms,Troubles,Supervisory,Security,Arm/Disarm, lines to listed receiving station equipment.The MDACT Status Points,Audible status and Reset can be directed to can transmit point information via Ademco Contact ID and all or only certain alphanumeric pocket pagers. the SIA protocol. For installation,a MOM2-XMP Mounting Plate,MOM-2 card cage,and an XMI Interface Card are required. E 1 Al Te y CA1132 Two Row Enclosure CAB2Two Row Enclosure TSP-40A Thermal Strip Printer The Model CAB2 is the mid-sized FireFinder XLS enclo- sure capable of housing up to two CAB-MP cabinet TSP-40AThermal Strip Printer mounting plates.The inner door has two rows of four TheTSP-40A is a thermal strip printer designed for use mounting slots. The outer door has space for mounting with the FireFinder XLS system.The TSP-40A acts as two outer door plates(Models OD-LP OD-BP or OD-GP). The outer door can be configured to open from either side. event logging device providing a permanent history report The CAB2 consists of the CAB2-BB back box,the CAB2- of all system activity. It mounts in the FireFinder XLS BD black inner and outer door package,two CAB-MP CAB 1, CAB2 or CAB3 enclosure and its printout is visible cabinet mounting plates,and one OD-LP lens plate.The through a window in th locked enclosure door, Printouts �+ outer door has a single Pock and key set installed.A red are automatically spooled on a take-up reel for easy record version called the CAB2R is also available.Approximate storage. size is 45" High, 26"wide,and 8" deep. PIN " ID-MP. Up to four ID-SPs can be mounted in a single row on the inner door.Two blank plates are included in each Model ID-SP. ID-FP Inner Door Full Blank Plate The Model ID-FP is a blank plate that covers the full opening of the row on an inner door. It is used for applica- tions requiring full dead front protection. A single full blank plate is included in the ID-FP. OD-GP Outer Door Grill Plate OD-GP Outer Door Grill Plate The Model OD-GP also covers an entire row on the outer " door of a system cabinet,but has four rows of ventilation louvers on it. The OD-GP is mounted in front of system bulk amplifiers,card amplifiers,or other modules that generate heat. Using the OD-GP will permit airflow across these modules to aid in heat dissipation. A single grill BCM Blank Control Module plate plate is included with each OG-GP. BCM Blank Control Module plate PIP BCMs can be mounted on a single ID-MP. Four blank Remote System Enclosures module plates are included in each Model BCM. The Models REMBOX2 and REMBOX4 are FireFinderXLS system enclosures that are used for remotely mounting ".., inner door modules like the PMI interface,switch mod- ules,Model LVM live voice modules,and Model FMT Pip firefighters master telephone modules.They are thinner than the regular CAB enclosures(just 5"deep overall)and are perfect for mounting in places where space is limited ,W k, (like lobbies or behind a receptionist's desk). Due to their smaller depth,no card cages,power supplies or bulk amplifiers can be mounted in a REMBOX. However, the PMI and modules such as the RNI remote network interface module,the OCM-16 output control module,and the SIM-16 supervised input module can be mounted in a OD-LP Outer Door Lens Plate REMBOX. Due to the depth of the live voice module and OD-LP Outer Door Lens Plate the firefighters master telephone,no OCM-16s or SIM-16s PIPThe Model OD-LP is a clear plastic les plate mounted on can be used simultaneously with the LVM orthe FMT. n the outer door of a system cabinet. n is used to allow Both the REMBOX2 and the REMBOX4 are designed for flush mounting with no trim kit required. Both enclosures operators to see the system interface and controls mounted on the inner door,but restricts access to unautho- also come with a clear lens plate on the cover. rized users. It covers an entire row on the outer door. A single lens plate is included with each OD-LP. PP OD-BP Outer Door Blank Plate REMBOX2 Two Module Remote Enclosure OD-BP Outer Door Blank Plate REMBOX2Two Module Remote Enclosure The Model OD-BP is used to cover an entire row on the The REMBOX2 has two inner door module spaces,and outer door of a system cabinet. It is used when there is can hold a single PMI, up to two switch module brackets, no PMI or control modules mounted on the adjacent row of one LVM live voice module. Combinations are also the inner door. A single blank plate is included in each OD- allowed. The REMBOX2 can also mount a single RNI BP. remote network interface on a bracket included in the Ordering Information Model Model Number Description Part Number Number Description Part Number PMI OperatorInterface/System CPU 500-033070 CABS Complete three-row black cabinet with back box, 0 LC Device Loop Card 500-033090 inner door,outer door,three CAB-MP mounting plates and one OD-LP lens plate 599-633764 ZIC-4A 4 Circuit Zone Indicating Card 500-033050 CAB3R Complete three-row red cabinet 599-633765 " ZIC 86 BCircuitZoneIndicating Card 500-648670 1CAB3-BB Three-row black back box 500-633011 ZIC-2C 2 CHANNEL ADAPTER CARD FOR ZIC-8B 500-646671 CAB3-RB Three-row red back box 500-634942 HUM Line Isolator Module 500-033170 CA83-BO Three-row black inner&outer door set 500-633010 PIN! HCP INTELLIGENT CONTROL POINT 500-034860 CAB3-RD Three-row red inner&outer door set 500-633757 NIC-C Network Interface Card 500-033240 CAB►-TK Single row cabinet black trim kit 500-633013 CRC-6 Controllable Relay Card 500-033250 1 CAB►R-TK Single row cabinet red Vim kit 500-633729 SIM-16 Supervised Input Module 500-034060 CAB2-TK Two-row cabinet black trim kit 500-633014 CDC-4 Conventional Detector Card 500-034200 CA62R-TK Two-row cabinet red trim kit 500-633753 PSC-12 Power Supply&Battery Charger 12A @ 24VDC 500-033340 CAB3-TK Three-row cabinet black trim kit 500-633015 PSX-12 Power Supply Extender 12A @ 24VDC 500-034120 CAB3R-TK Three-row cabinet red trim kit 500-633754 PTB PowerTermination Board 500-033390 CAB2-X Complete CAB2 with transponder door AC-ADPT Technician Laptop Power Connector 500-633992 (no inner door) 599-034252 CC-5 Card Cage-5 Slots 500-633037 CAB2-XBD CAB2 transponder door 500-633768 CC-2 Card Gage-2 Slots 500-633440 CAB3-X Complete CAB3 with transponder door RNI Remote Network Interface Module 500-033420 (no inner door) 599-034253 CAB3-XBD CA63transponderdoor RPM Remote Printer Module 500-033270 500 633769 PAL-1 UL Listed Parallel Printer 500-692407 CAB2-XRD LARGE ENCLOSURE TRANSPONDER 500-633792 DOOR-RED SSD System Status Display 500-034740 MOUNTS TO CAB2-RB SSD-C System Status Display w/control 500-034750 CAB3-XRD LARGE ENCLOSURE TRANSPONDER 500-633793 SSD-C-REM System Status Display w/control for remote DOOR-RED lobbyenclosure 500-634773 MOUNTS TO CAB3-RB MDACT Multipoint Digital PointAlarm Communication CAB-MP Back box module mounting plate 500-633012 Transmitter 500-699254 ID MP Inner door module mounting plate DCT-P Programmer-MDACT 500-699291 (four per package) 500-633027 MOM2-XMP Mounting Plate for MOM-2 in FireFinder XLS IO-SP Inner door single module blank plate systems 500-634822 (two per package) 500-633028 MOM-2 MXL Module Cardcage(I full shot) 500-892766 ID-FP Inner door four module blank plate 500-633029 XMI RreFinderXLS-MXLInterface Card 500-034870 BCM Blank control module plate(four per package) 500-033320 r SCM-8 Switch Module(8 Switches) 500-033040 OD-LP Outer door lens plate 500-633016 LCM-8 LED Annunciator Module(8 LED Sets) 500-033100 OD-BP Outer door blank plate 500-633017 FCM-6 Fan Control Module 500-033140 OD-BP-R Outer door red blank plate 500634919 Switches(On-Off-Auto) OD-GP Outer door grill plate 500-633018 ID-MP Inner Door Mounting Plate 500-633027 OD-GP-R Outer door red grill plate 500-634920 (Accepts up to 4 Modules► REMBOX2 Two module black remote box lobby enclosure 500 633772 CSB CAN Sounder Board 500-033130 REMBOX2-MP Mounting plate for OCM-16,SIM-16 in a CCL CAN-CABLE-Long 30 in.6-Conductor 599-634214 REMBOX2 500-364211 CA61 Complete single row black cabinet 500-633007 REMBOX4 Four module black remote box lobby enclosure 500-633914 CAB►R Complete single row red cabinet 500-633728 REMBOX4-MP Mounting plate for OCM-16,SIM-16 in a CAB2 Complete two-row black cabinetwith back box, REMBOX2 500-634212 inner door,outer door,two CAB-MP mounting TSP-40A Thermal Strip Printer 500-634933 plates and one OD LP lens plate 599 633762 TSP-XB Brackets for Thermal Strip Printer 500-849949 CAB2R Complete two-row red cabinet 599-633763 rGPM11-UK Cables forThermalStrip Printer 500-849950 CAB2-BB Two-row black back box 500-633009 Alphanumeric Pager Interface Module 500-895330 "` CAB2-RB Two-row red back box 500-634941 Mounting Plate for CCU/M and Fiber Module 500-634758 CAB2-BD Two-row black inner&outer door set 500-633008 Software Upgrade Kit forPMltoAllow 500 650066 CAB2-RD Two-row red inner&outerdoorset 500-633755Global Functionality PMI and GPMI-UK 599-050092 1 SIEMENS Installation Instructions Model CAB-TK Trim Kits for Small [CAB 1(R)-TK], Medium [CAB2(R)-TK] and Large [CAB3(R)-TK] Enclosure Backboxes INTRODUCTION The SIEMENS Models CAB1(R)-TK, CAB2(R)-TK and CAB3(R)-TKTrim Kits are used to semi-flush mount CAB1(R), CAB2-BB and CAB3-BB enclosures, respectively.The CAB 1-TK,CAB 2-TK and CAB3-TKTrim Kits are black and the CAB 1R-TK,CA62R-TK and CAB3R-TKTrim Kits are red. PRE-INSTALLATION Determine the location where the CAB enclosure is to be mounted.Refer to the CAB 1/CAB 1R Installation Instructions, P/N 315-033007,or the CAB2-BB/CAB3-BB Installation Instructions, P/N 315-033009,as appropriate. INSTALLATION Refer to Figure 1 for a typical Trim Kit installation. 1. Cut the necessary hole in the wall for the CAB enclosure. 2. Fasten each trim piece to the backbox as shown in Figure 1. Using the screws provided, place the head of each screw inside the enclosure and fasten it to the trim piece with Pem nuts.CAB1 uses 8 screws.CAB2 and CAB3 each use 10 screws. 3. Secure the panel in the recess. Refer to the CAB1/CAB1 R Installation Instructions, P/N 315-033007,or the CAB2-BB/CAB3-BB Installation Instruc- tions, P/N 315-033009,as appropriate. TheTrim Kit is designed so that steps 2 and 3 of this procedure can be reversed. COMPATIBILITY The CAB 1-TK is designed for use with the CAB 1;the CAB R-TK is designed for use with the CAB R. The CAB2-TK is designed for use with the CAB2-BB and the CAB2-BD;the CAB2R-TK is designed for use with the CA82-BB and the CAB2-RD. The CAB3-TK is designed for use with the CAB3-BB and the CAB3-BD;the CAB3R JK is designed for use with the CAB3-BB and the CAB3-R D. Siemens Building Technologies fop P/N 315-033013-1 Fire Safety � SIEMENS Fire Safety NIC=C Network Interface Card ENGINEER AND ARCHITECT SPECIFICATIONS HNET communications * CAN network communications 0 Supports Style 4 or Style 7 wiring for XNET or HNET * Supervises the HNET or XNET and CAN network * Diagnostic LEDs 1-0 e Isolates short circuit faults e Ground fault detection 9 Network repeater @ UL, ULC Listed Introduction The Model N|C-CNetwork Interface Card provides HNET When the N|C-Ciaused for XNETcommunications it &� urXNETnetwork onmmunicotionu between enclosures.mo� providoocommunication between systems. |tiaset for |naddition tothe HNETorXNETcommunication the XNETusage and anHNETaddress. The maximum of N|C'Cprovides CAN network communication within an XNETNIC-Cs onasingle system(single node)iaone,for enclosure urexternu|tothe enclosure. The HNETor ototal of64XNETNIC-Cs onaPeeplo'PeerNetworked � XNEToan be wired Style 4orStyle 7 The CAN network System. The XNETN|[-C Card must reside inthe same can bnwired Style 4only. enclosure aathe PM}(Person Machine)ntnrfane). MXL systems may also reside onthe same XNETwith . . FireFindopXLSsystems. The N|C'Coupemieeothe XNET � Description network toinsure proper operation.The N|C'Calso Aai | N|C'Cprovides either HNETorXNET isolates anhn�circuit fault toeach individual uognnent PIP The - Ninterface isavailable regardless ofthe ofthe XNETnetwork.The N|C-Cprovides anelectrical HNETorXNETusage. repeater for each XNETpair. ~ When the N|C'Cioused for HNETcommunioutionoit The FireFindepXLSwill also report all events over the provides communication between enclosures onmsingle XNETtothe Network Command Center NCCNT-G system. |tioset for HNETusage and anHNETaddress. which iorequired for Global Control. The events will bo � The maximum HNETNIC-Cs on esingle system(aing|o displayed onthe NCCNT'Gand can be acknowledged, node)ia84. The N|C'Csupervises the HNETnetwork to audib|nnsilenced and system reoetfronnthe NCCNT'G PN insure proper operation.The N|C-Calso isolates ashort The NCCNT-GCommand Center can also beused to cirouitfau|ttoeach individual segment ofthe HNET perform Maintenance Commands onanindividual � network.The NI{-Cprovides onelectrical repeater for FireFindnr-XLSonthe XNET each HNETpair. � CATALOG NU��A�� _ _- _ � �� ,�.�~�`� SIEMENS Fire Safety � SSD Series � -C,, SSD-INT SSD~C~UNlSSD~C~nEM Models �� x �� System Status Display for the F~reF~nder XN S System � ENGINEER AND ARCHITECT SPECIFICATIONS 9 4 x 40 Backlit LCD display 9 Event and Audible status LEDs 9 Scroll buttons to view additional events 9 Local sounder * Supports Style 4 or Style 7 wiring 9 Built-in transient protection SSD 9 Mounts in its own enclosure or REMBOX * Optional local system control UL, ULC Listed SSD-C with Control Introduction The SSD Series System Status Display iaaremote LED/ information along with the date and time. When anevent � LCD display that shows the local status ofuFireFinder occurs onthe system,the LCD display will show the XLSeyaem. 4oLED illuminates when alarm, uupervi' event type and address,the time ofthe event,the uory,trouble,and security events occur unthe system. custom message for that address,the usage ofthe Afour-line LCD will give details ofthe event inu|phanu' device,and whether the event ioacknowledged ornot. � morioform. The display can batoggled tndisplay Additionally,the display will show the total number ofall additional events. Optional remote system control types ofevents present nnthe system. The display has capabilities are available. ubacklight feature that operates upon receiving any event information orwhen any operator buttons are pressed. ~ Descr^U��'��U� Alocal sounder isincluded vviththe SSD Series display ^ th�topnratoavvhenonyavnntnarediap|oyedonthe TheSSOSeriendiop|aYhuaoePa'ateLEDofo'a|arrn' �uyntom The sounder can beoptionally disabled � supervisory,trouble,and security events onthe oyatem K� Each when `| d d events thmuQhsoftware p min VVhenanevent ia ^ present,prenainganyoperatorbu�onuvvi||ei|onne typearepneoentontheoyotorn� TheLEDvviUuhongeto steady upon acknovv|edgnnentoftheovent. A|oo'thove the local sounder. E are two LEDs that indicate the state ofaudible circuits The SSD Series display has two display control buttons onthe system:one LED toindicate that the circuits that are used todisplay the next orthe previous event are active,and one toindicate that the circuits have information inthe sequence,and alocal sounder silence been silenced. button, Programming for the SSD display iodone with The LCD display onthe SSD Series display has four lines the Zeus programming tooL offorty characters each. When the FireFinderXLS system ininits normal supervisory state with noevents preoent'the display vvi||annunciate the system|D �' CATALOG NUMBER ��M26 Section Two: Initiating devices. P SIEMENS Fire Safety ey HFP=11 Firefinder' Detector Intelligent Fire Detector for FireFinderXLS Control Panels — ENGINEER AND ARCHITECT SPECIFICATIONS Model HFP-11 • Most Sophisticated "Detector Intelligence"available today • Multi-Criteria fire detection for the price of a photoelectric detector • FirePrintTm Technology to discriminate between 00 deceptive phenomena and an actual fire • Easily programmed to match specific hazard profiles ; from the control panel • Polarity Insensitive with SureWireTmTechnology m A. r • Pre-Alarm reporting based on fire profile selected • Remote sensitivity measurement capability • System logic activation based on any of three inputs from detector(smoke, heat or neural network) f • Detectors are self-testing, completing diagnostics . every 4 seconds • Field cleanable chamber with replaceable chamber parts available • Multi-color detector status LED • Two-wire operation • Compatible Model DPU field device programmer/tester unit • Supports software based automatic environmental compensation • Optional fully programmable relay base, audible base, and duct housing • � ULC Listed, CSFM, FM, NYMEA Approved Introduction The Siemens Building Technologies, Fire Safety Divi- The HFP-11 intelligent fire detector is compatible with sion HFP-11 Intelligent Fire Detector provides the life the Fire Safety Model DPU field device programmer/ Wo safety industry with the most highly evolved detection tester unit, which is a compact, portable, menu-driven system available today. The HFP-11 utilizes advanced accessory for electronically programming and testing detection technology that allows the detector to detectors, easily and reliably.The DPU eliminates the distinguish non-threatening deceptive phenomena, need for cumbersome, unreliable mechanical program- 40 such as cigarette smoke, from actual fire hazards, ming methods, such as dials or switches and reduces while optimizing detection for the area in which it is installation and service costs by electronically pro- installed. No other detection system available today gramming and testing the detector prior to installation. offers a higher level of protection or nuisance alarm The HFP-11 fire detector is compatible with the Fire immunity.The HFP-11 uses state-of-the-art micropro- Finder XLS series of control panels. cessor circuitry with error check, detector self-diagnos- tics and supervision programs. CATALOG NUMBER O� V�7 x programmed into the system are activated. detectors. Should questions arise regarding detector Detector sensitivity, calibration, and identification placement, observe NFPA 72 guidelines. Good fire are dynamically supervised by the control panel. protection system engineering and common sense Detector sensitivity and pre-alarm levels are a function dictate how and when fire detectors are installed and of the application chosen at the control panel and are used. Contact your local Siemens Fire Safety distribu- controlled by the panel. If an alternate, non-FirePrint for or sales office whenever you need assistance mode is selected, then the sensitivity can be changed applying FirePrint in unusual applications. Be sure to from the control panel. follow NFPA guidelines and UL/ULC approved installation instructions, which are included with every Siemens The DPU Device Program/Test Unit accessory is used Fire Safety detector, and local codes as for all fire to program and verify the detector's address.The protection equipment. technician selects the accessory's program mode to enter the desired address.The DPU automatically sets and verifies the address and tests the detector. Dimensions The DPU operates on AC power or rechargeable mo batteries, providing flexibility and convenience in 6"Diameter Base programming and testing equipment almost anywhere. When in the test mode, the DPU will perform a series of diagnostic tests without altering the address or T other stored data, allowing technicians to determine if the detector is operating properly.The HFP-11 fire detector may be installed on the same initiating Overall ! circuit with HMS series manual stations, HTRI series Height interfaces, HCP output control devices, or HZM series of addressable, conventional zone modules. All HFP-11 detectors can be cleaned in the field, when required, by simply removing the detector cover and unsnapping the photo chamber.There is also the option of cleaning the interior of the detector with a clean, soft cloth Technical Specifications or brush, or replacing the labyrinth and bug screen Operating Temperature: +32°F (0°C) to 100°F (38°C) included in the detector maintenance kit, model per UL 268/268A DMK-11. The HFP-11 uses the low-profile surface mounting Humidity: 0-93% Relative Humidity Non-Condensing base, model DB-11.This base mounts on a 4-inch octagon, square, or a single gang electrical box. Maximum spacing: 30 foot centers (900 sq. ft.) The base utilizes screw clamp contacts for electrical per NFPA 72 Chapter 5 and connections and self-wiping contacts for increased CAN/ULC-S524 reliability.The base can be used with the optional LK-11 detector locking kit which contains 50 detector locks and an installation tool, to prevent unauthorized Part removal of the detector head.The DB-11 base has Model Description Number integral decorative plugs to cover the outer mounting HFP-11 Addressable FirePrint Fre Detector 500-033290 screw holes. All HFP-11 detectors are approved for DB-11 Detector Mounting Base for Series 11 500-094151 operation within the UL specified temperature range DB-11E DetectorBase(small) 500-094151E am of 32 to 100 degrees F (0 to 38 degrees Q. AD-11P Air Duct Housing for Series 11 500-095656 AD-HR Air Duct Housing w/Relay for H-Series 500-033280 Application Data Intelligent Detector DB-HR Relay Base for H-Series Intelligent Detectors 500.0331220 Installation of the HFP-11 series of fire detectors ADBH-11 Audible base 500-033210 ! " requires a two-wire circuit. In many retrofit cases, RL-HC Remote(red)alarm indicator-Cocta on box mount 500-033230 existing wiring may be used. "T-tapping" is permitted RL-HW Remotelred)alarmindicator-sin le gang box mount 500033310 only for Style 4 (Class B) wiring.The HFP-11 is polarity LK-11 Base Locking Kit for Series 11 detectors 500-695350 insensitive.This feature can greatly reduce installation DMK-11 Series 11 Maint Kit(replacement labyrinth and bug 500-695336 an debugging time. HFP-11 fire detectors can be I bug screen) applied within the maximum 30 foot center spacing In Canada Order (900 sq. ft. areas) as referenced in NFPA 72.This HFFL11C Addressable FirePrint Fire Detector(ULC) 500-0951120 applications guideline is based on ideal conditions, DB-11C Detector Mounting Base for Seriesl1(ULQ 500-095687 specifically, smooth ceiling surfaces, minimal air AD-11PC Air Duct Housing(ULC) 500-095984 movement, and no physical obstructions between DB-HRC Relay Base for Series 11 Intelligent Detectors(ULM 500-033220C potential fire sources and the detector. Do not mount ADBH-11C Audible Base for Series 11 Intelligent Detector(ULC) 500-0332100 detectors in close proximity to ventilation or heating and air conditioning outlets. Exposed joints or beamed ceilings may also affect safe spacing limitations for SIEMENS Fire Safety HFPT-11 IntelliThermal Detector ' For FireFinder XLSTm and FS-250 Fire Alarm Control Panel ENGINEER AND ARCHITECT SPECIFICATIONS HFPT-11 • Microprocessor Based Design , • Rate of Rise and Fixed Temperature • InnovativeTechnology Provides High Speed, ,. Fault Tolerant System/Detector Communications • Multi-Color Detector Status LED f y` • Polarity Insensitive Utilizing SureWireTm Technology _ • Detectors are Self-Testing, Complete Diagnostics Every 4 Seconds ' • Two-Wire Operation • C patible with DPU Device Programmer/Tester Unit • OL ULC Listed, CSFM, FM, NYM EA Approved Introduction The HFPT-11 intelligent thermal detectors provide an panels.Each FPT11 has microcomputer chip technology and advanced method of detection,address programming and highly stable solid state electronic circuitry. supervision,combined with sophisticated control panel communication.The HFPT-11 detector uses a state-of-the- The FPT-11 utilizes a modern,accurate,shock-resistant art thermistor providing 135°F fixed temperature and 150 thermistor to sense temperature changes.This elec- °" per minute rate-of-rise alarm points.The user also has the tronic sensing method virtually eliminates thermal lag option of disabling the rate-of-rise feature leaving just a associated with mechanical temperature sensing fixed temperature sensor. devices and provides almost instantaneous tempera- ture information to the control panel.The HFPT-11, in its The HFPT 11 intelligent thermal detector is compatible default mode, is a combination 135°F fixed tempera- with the Device Program/Test Unit (DPU).The DPU ture and 15° per minute, rate-of-rise detector. It can is a compact, portable, menu-driven accessory which be programmed from the control panel as a fixed makes programming and testing detectors faster, temperature detector without rate-of-rise, at the easier and more reliable than other methods.The DPU users option. eliminates the need for cumbersome, unreliable mechanical programming methods and reduces The HFPT-11 detector's microprocessor uses an installation and service costs by electronically pro- integral EEPROM to store the detector's address. gramming addresses and functionally testing the Communications within the detector itself and be- HFPT-11's performance before the detector is installed. tween the HFPT-11 and the control panel, or with the DPU, are supervised and safeguarded against disrup- The HFPT-11 thermal detector operates with the tion by reliable, microprocessor based error checking FireFinderXLS and FS-250 families of control panels. routines. Additionally, the microprocessor supervises The HFPT-11 intelligent thermal detector is Underwriters all EEPROM memory locations and provides a high Laboratory and Underwriters Laboratory of Canada listed. degree of EEPROM failure fault tolerance. The HFPT-11 is listed as a self-testing device. The Description HFPT-11's visible light emitting diode (LED) flashes green every 4 seconds to indicate it is communicating The HFPT-11 is a plug-in,two-wire thermal detector,compat- with the control panel and that it has passed its ible with FireFinderXLS and FS-250 families of control internal self-test. Should the detector sense a fault CATALOG NUMBER02 SIEMENS Fire Safety HMS Series Intelligent InitiatingDevices Manual Fire Alarm Boxes ENGINEER AND ARCHITECT SPECIFICATIONS HMS-S and HMS-D Intelligent Manual Fire Alarm Boxes for FireFinder XLS Control Panels "! • Durable Design • Shock anclVibration Resistant • Pull Down Lever Remains Down Until Reset • Custom Microcomputer ChipTechnology • Dynamic Supervision • Polarity Insensitive with SureWireW Technology • • Reset with Allen Key • No Break Rods Necessary • Two Wire Operation - • Surface or Semiflush Installation I • DPU Programs and Verifies Device's Address and Tests Device's Functionality • Electronic Address Programming is Easier HMS-S HMS-D and More Dependable Single-Action Station Dual-Action Station • Single and Double Action Models Available • U, ,Listed, CSFM, FM and NYMEA Submitted Introduction HMS-S and HMS-D intelligent manual fire alarm boxes The HMS-S and HMS-D manual fire alarm boxes operate provide the markets' most advanced method of with FireFinder XLS Series control panels. address programming and supervision, combined with sophisticated control panel communication. Each HMS The manual fire alarm box's microcomputer chip has the manual fire alarm box incorporates custom microcom- capacity of storing,in memory,identification information puter chip.The microcomputer chip technology, and its as well as important operating status information. sophisticated bi-directional communication capabilities Siemens BuildingTechnologieslnc.,Fire Safety with the control panel, achieves the state of an "Intelli- Division innovative technology also allows all HMS gent Initiating Device" Series Intelligent manual fire alarm boxes to be pro- grammed by using the Model DPU Programmer/ Description Tester. The Programmer/Tester is a compact, portable, The HMS-S and HMS-D are constructed of durable menu driven accessory which makes programming and molded polycarbonate material which is matte finished testing a manual fire alarm box device faster, easier in red with raised white lettering.The housing accom- and more dependable than previous methods.The modates a "pull-down" lever which, when operated, DPU eliminates the need for the device's mechanical locks in position indicating the manual fire alarm box addressing mechanisms, such as program jumpers, vp has been activated.The pull down lever remains down dipswitches or rotary dials because the DPU electroni- and locked until the manual fire alarm box is reset. cally sets the manual fire alarm box's address into The manual fire alarm box is reset only by opening the its microcomputer chip,nonvolatile memory.Vibration, hinged housing cover with an allen key and then corrosion and other conditions which deteriorate mechani- """ closing and locking the cover. cal addressing mechanisms are no longer a cause for concern. CATALOG NUMBER �06 SIEMENS Fire Safety � Air Duct Housings-AD2 Series � ENGINEER AND ARCHITECT SPECIFICATIONS For Series 11 Detectors Relay Models Available Design for AirVelocity Range of 100 to 4000 fpm Alarm LEDVisible From Front Clear Housing Cover for Quick Identification of DetectorType Removable With Only Four Captive Screws � Introduction Air duct housings(see Ordering Information)are Under- The Siomena Bui|dingTeohno|ogieu'Fire Safety Division writers Laboratories, Inc.listed. air duct detector housings are designed tobeused with m the 11'Serinodetectors. Designed for installation directly Description toheating,� ven�|a� ~n ndair oond�oningduct o' — " plywith National FiroPnz��ton Association The Fire Safety air duct housing iuuniquely designed to Standard No.90A.When equipped with photoelectn use the photoelectric dotoutor. � doteotom'these units will signal the presence ofhazard- Sensitivity ofPE'11detectors can bechecked byviewing '^ ouaquantities ofproducts ofcombustion o,smoke being the LED oronRSAVV'11orRSAC'11multicolor remote ' carried through the duct system.Air duct detectors are lamp.Agreen flash indicates the detector has passed�its not intended tobesubstituted for open area detection. self test.Amber indicates utrouble condition,and red t` Air duct housings can beequipped with optional relays. indicates analarm state. These relays are utilized tnoperate any supplementary HFp-11.HFpO'11and FP'1lsensitivity maybe viewed equipment when smoke or particles of combustion from the multi-color LED onthe detector orpreferably � are detected. may beprinted by commandonanoptional printer from N2!��Most conventional time control equipment guaran' the MXLcontrol panel. tee only one detector per zone when the detector opor- The detector unit employs across-sectional sampling atodrelay function iocritioo|.Theconnection oforemote principle ofoperation Inlet sampling tubes are available in � lamp and aremote relay per detector iu allowed with four lengths(see table—onreverse eide) Outlet sampling PXLorSyatenn3`Mon|� other conventional systems tubes are one uomm � length.Aconti'''uouocross- may use either aremote|annpora»e|ay sectional sample ofair� 'moving through h duct t tifioa- � VViththeK4XLae,ieoofnontro|pane|o' upto00detootoro tion orskin effect phenomena occurring mthe duct that ~ per circuit having relays may beused.The connection ofa could prevent combustion product orsmoke (especially remote lamp ororemote relay ioallowed for each inlarge ducts)from reaching aspot type detector. h b but� . |naddition,the unique design ofthe sampling chamber � With the FineFinderXLSseries ofcontrol panels,up to insures uniform sensitivity inair velocities,ranging from a 2G2detectors per circuit having relays may boused. The low of1O0feet per minute t000high ou4O0Ofeet per Connection ofanintelligent remote lamp and aremote minute. The housing comes with two 1/2''conduit � Ra|ay(|LEO). iaa|ooaUovved� ^ CATALOG NUMBER- - 6185 UMAEA �� N�� ,f. SIEMENS Fire Safety HTRI Series iW FireFinder XLS and FS-250 Intelligent Initiating Devices Interface Modules ENGINEER AND ARCHITECT SPECIFICATIONS Intelligent Interface Modules for FireFinder XLS and FS-250 Series Fire Alarm Control Panels HTRI-S, HTRI-D, HTRI-R • Interfaces and Supervises Normally Open or Normally Closed Contacts • Integral SPDT Relay (up to 4 amps) on HTRI-R Model , • Dual Input on HTRI-D Model using a single addresses ' • Polarity Insensitive with SureWireT"°Technology • Multi-color L.E.D. indicates status (green, amber, red) • Easy front access to programming port and wiring terminals • Mounts 4 inch square 2 '/a deep box, or double gang box • Dynamic SupervisionRt. p Ham'D • Comes with 5x5 inch faceplateF : k{Tgpq wry,ybq IMF • Two wire operation � aws,A�, x.3 F� `&EC, • DPU Device Program/Test Unit programs and Verifies ate•,. t Device's Address and Tests Devices functionality „,, • Electronic Address Programming is Easy and Dependable �. • ULC Listed f L CFSM, FM, NYMEA Approved Introduction The HTRI Series Intelligent interface modules are de- monitor and report the status of the contact,while the signed to provide the means of interfacing direct shorting HTRI-R incorporates an addressable Form C relay.The devices to the FireFinder XLS and FS-250 Fire Alarm HTRI-R relay and contact device input are controlled at the Control Panel loop circuit. same address. For the control panel system,the relay and input contact can be controlled as a separate function. The HTRI Series Intelligent interface modules provide the The relay is typically used where control or shunting of market's most advanced method of address programming external equipment is required. and supervision,combined with sophisticated control panel communication. Each HTRI Series interface module The HTRI-D is a dual input module and is designed to incorporates a microcomputer chip.The HTRI Series supervise and monitor two sets of dry contacts.The microcomputer chip technology and its sophisticated Dual Input Module only requires one address but re- bi-directional communication capabilities with the control sponds independently to each input.The HTRI-D is ideal 70 panel,achieve the state of an"Intelligence Device.” for monitoring a water flow switch and its respective valve tamper switch. Description The HTRI has a multi-color Light Emitting Diode that The HTRI Series intelligent interface modules are flashes green when operating normally, amber if unit available in three models. The HTRI-S and HTRI-R are is in trouble condition, and red to indicate a change of designed to monitor a normally open or closed dry state. The HTRI-D flashes twice, once for each ad- contact. The interface module reports the contact's dress, the HTRI-R red L.E.D. indicates a change of status to the control panel. The HTRI-S model can only state in the relay. CATALOG NUMBER 6304 Section Three: Notification device Power supply, Voicecom Panel and Notification devices. SIEMENS Fire Safety PAD 3 Auxiliary Power Supply - Notification Appliance Extender ENGINEER AND ARCHITECT SPECIFICATIONS ro • 6 amps of Notification Appliance Power • Advanced Microprocessor Control • 24VDC Output Voltage ` • Four Power-Limited Notification Outputs • Strobe Synchronization Option Built In • Synchronized ANSITemporal Pattern • Class A Selectable • Ground Fault Detection • Battery Supervision • 3 Amp Auxiliary Power Output • Trouble Contact for Monitoring • Multiple Module Mounting in System 3 Enclosures • Multiple Modules Share Battery Set • � UL, ULC Listed, CSFM, NYMEA and FM Approved " Introduction The Model PAD-3(PAD-3C for Canada)is a notification The PAD-3 also offers a 3 amp auxiliary output for driving appliance circuit expander with a built-in auxiliary other portions of your fire alarm system such as door power output. It is designed for use with Siemens holders.This 24VDC filtered output is power limited. BuildingTechnologies, Fire Safety Division fire alarm When using this output,the total power available from control panels.This power source is designed to provide the PAD-3 will not exceed 6 amps. the extra power required in buildings conforming to the Americans with Disabilities Act. A trouble contact is provided for monitoring the PAD-3 with a fire alarm panel through the input. It also has a Form C dry contact for trouble monitoring.Therefore, Features the user has the option of connecting it to a conven- "'" The PAD-3 provides 6 amps of 24 VDC power for tional fire alarm panel's existing notification circuit, or multiple uses. All 6 amps can be directed to 4 Notifi- controlling it with a TRI Series device on intelligent fire cation Appliance Circuits (NAC s). Each is rated at 3 systems. amps and is power limited. Either 1 or 2 inputs can The PAD-3 offers battery supervision and management control the four outputs.These outputs are compatible as is required of fire alarm system components. with all Fire Safety 24VDC notification appliances. Ground faults are transmitted as are any other trouble The PAD-3 can be configured so that the inputs can be conditions.Trouble conditions not only change the programmed as steady outputs, ANSI temporal state of the trouble contact in the unit, but they also outputs, or synchronized strobe outputs. It can also break the notification circuit input to create a trouble be programmed so that one input will silence U-MHU- signal in the fire alarm control unit. Series horn/strobe horns while the strobes remain on using one set of wires. CATALOG NUMBER 3 362 SIEMENS Fire Safety VoiceCom Emergency Voice Alarm Communication System ENGINEER AND ARCHITECT SPECIFICATIONS • �, Listed 864 • CSFM, NYMEA Approved • Style (Class B) and Style Z (Class A) speaker and strobe circuits • Power Supply and Battery Charger with output over-voltage protection • Dry contact or polarity reversal activation • Activation inputs are fully supervised • High efficiency digital amplifier • True 100 Watts RMS output capacity , • 25 or 70.7 VRMS audio (field selected) "'" • Up to 11 optional Speaker and Strobe supervision modules in one cabinet • All outputs are power limited ! " • Stand-alone or for use with any Fire Alarm/ Suppression Control panel • Optional digital MessageMaker is field , . programmable • Coded tone option • Backup evacuation tone option Description TheVoiceCom is a PRE-BUILT emergency voice and tone optional digital message unit called the MM-1 P,„ alarm communication system.TheVoiceCom can be (MessageMaker)can be added in the place of two used as a stand alone system or in conjunction with any speaker or strobe zone modules(three zone spaces in listed/approved fire alarm control panel.TheVoiceCom is the large cabinet option).The MM-1 comes pre-installed completely self-contained and has its own power supply, in theVoiceCom-MM system package. The MM-1 comes battery charger,brown-out supervision and transfer,earth- with 20 seconds of field programmable digital voice ground detection,trouble and trouble ring-back circuitry. message capacity and 18 seconds of capacity for virtually It also incorporates an emergency paging microphone, any evacuation tone(s)required.Through the use of up to tone generator,50 Watt RMS audio amplifier and a two optional 20 second"VOICE-CHIP"expansion de- speaker supervisory circuit. The power supply is capable vices,up to 60 seconds of a digital message can be of a full 3.5 Amps DC at 24 volts. A set of dry form "C" recorded.The digital message can be recorded through trouble contacts is provided for external connection to a audio coupling using the microphone on the MM-1 or fire alarm control panel or fire suppression system, electrically(with a tape recorder)using the headphone "N Speaker and strobe circuits are supervised by the jack on the MM-1. The MM-1 MessageMaker comes VoiceCom panel.The power supply is capable of charging with a standard test message,alert tone,alarm tone and up to 24 AH batteries although only 6 AH batteries are a standard evacuation message which can be overwritten required for 24 hours of standby and 15 minutes of if a specific message and tone are required.The MM-1 maximum alarm load operation. MessageMaker has a built-in sequencer which provides Optional expansion of theVoiceCom system can be an ALERT tone followed by the emergency message,and achieved with the use of speaker(101-SPK)and strobe in turn followed by the ALARM tone. The ALARM tone (101-STRB)supervisory modules. Up to five speaker can be coded to conform to any local and national codes. and/or strobe supervisory modules will mount in the The emergency message can be set to repeat up to same VoiceCom enclosure in any combination. An CATALOG NUMBER 3700 the field using a built-in acoustic microphone or a head- configurable by the setting of DIP switches on the digital phone jack connected to a tape recorder.There shall be message player/recorder. AVoiceCom without a digital no need forthe burning of eproms in order to program the message player/recorder shall produce an evacuation digital message player/recorder. The digital message "whoop"tone in the event of an alarm. player/recorder shall be supervised by theVoiceCom. The VoiceCom shall provide a backup evacuation tone in the The sheet metal enclosure shall include a hinged event of a digital message player/recorder failure. deadfront allowing easy access to all theVoiceCom components for the purposes of wiring,setting the An alarm condition shall cause an audible signal and a red system configuration and servicing. A flush trim(CAB- LED to activate. AVoiceCom with a digital message TRIM)shall be available. A door with a key lock shall be player/recorder shall produce an ALERT tone followed by part of theVoiceCom enclosure. an emergency voice message,and in turn followed by an ALARM tone. The number of tone repetitions shall be Chart 1. Ordering Information Model Number Description Part Number VoiceCom Pre-built system comes with: 500-593713 3.5 Amp power supply and battery charger 50 Watt high efficiency amplifier(25/70.7 VRMS) Battery cables Main control board with one speaker circuit Paging microphone Black enclosure with deadfront(space for 5 zone module). VoiceCom-R Same as VoiceCom with red cabinet 500-694226 VoiceCom-L VoiceCom system components in large enclosure with: 500-694227 Auxiliary power supply(PS-AUX),extra 50 Watt amplifier(AMP-25-50) Space for 11 zone modules 4 PS-AUX Strobe Zone Cables 1 AMP-25-50 Speaker Zone Cable (SYSTEM HAS ATOTAL OF 100 WATTS AMPLIFICATION) VoiceCom-LS VoiceCom-L System components with the 50 Watt amplifier configured for standby only. 500-694228 (SYSTEM HAS ATOTAL OF 50 WATTS AMPLIFICATION) VoiceCom-LR VoiceCom-L system in red enclosure 500-694229 VoiceCom LSR Same as theVoiceCom-LS in red enclosure 500-694230 VoiceCom-MM Pre-built system comes with: 500-693714 VoiceCom components plus the MM-1 digital MessageMaker(Pre-installed). System has space for 3 zone modules VoiceCom-MMR Same as VoiceCom-MM in red enclosure 500-694231 VoiceCom-MML Same as VoiceCom-MM components in large black enclosure. 500-694232 PP Comes with auxiliary power supply(PS-AUX),additional 50 Watt amplifier(AMP-25-50) 4 PS-AUX Strobe Zone Cables System has space for 8 zone modules (SYSTEM HAS ATOTAL OF 100 WATTS AMPLIFICATION) VoiceCom-MMLS Same as VoiceCom-MML with the 50 Watt amplifier configured for standby only. 500-694233 (SYSTEM HAS ATOTAL OF 50 WATTS AMPLIFICATION) VoiceCom-MMLR Same as VoiceCom-MML in a red enclosure 500-694234 VoiceCom-MMLSR Same as VoiceCom-MMLS in a red enclosure 500-694235 Flush Trim for VoiceCom and VoiceCom-MM CAB-TRIM Small cabinet semi-flush trim 500-693720 CAB-TRIM2 Large cabinet semi-flush trim 500-694240 Speaker and Strobe Expansion Modules 101-SPK One supervised speaker zone 500-693715 101-STRB One supervised strobe zone 500-693716 MessageMaker with 20 Second Message(Takes 2 Module Spaces in small cabinet,3 in large cabinet) MM-1 I Digital MessageMaker 500-693719 4 Voice Message Expansion Chip(2 Maximum per MessageMaker) VOICE-CHIP 20 sec message expansion 500-693767 AutomaticTone/Voice Message Module VP T-GEN I T-Gen Tone/Message Unit 500-694238 Remote Paging Microphone AMT-PG Remote paging mike 500-693721 Batteries BT-33 6 AH Battery Set 175-387141 BT-34 10 AH Battery Set 175-387140 a" VoiceCom System Wiring Diagram Figure 1 LOADING CHART 1 SYSTEM LOADING Speaker Load Strobe Load FROM GREEN SARTH GROUND' (Watts) (Amperes) SSTYLE EAKrKEA CIRCUIT WIRE FROM CHASSIS 10 3.2 REFER TO SYSTEM I is 2 4 LOADING CHART#1 20 SPEAKER CIRCUIT 25 1.e STYLE'Y'(CLASS'B') 30 1,2 SHOWN FOR STYLE`Y-. 40 1.2 SHOWN. ALL CIRCUITS SUPERVISED, SUPERVISED, so 0:4' POWER LIMITED. POWER SUPERVISING VOLTAGE err Capacity.per Power LIMITED OUTPUT ACROSS NAC is 7 V TO 9 V DC. I Supply 3 Amplifier Pair VAX:So W MAX RIPPLE CURRENT<300 mV EOL 39 KO CHART#11 FOR SYSTEM LOADING Ea,iW 1/2W i-----T Nota 3 I -t►------------- e e I I b I SUPERVISED POWER LIMITED I \ I INITIATING CIhbUIT. MAX 50 mA. I Lt R L1 L2 L2R I 1 RIPPLE<300 mV. Style'B'. � �J Ea I - i MAX IMPEDANCE:30 OHMS + ------------ I EOL 39 KA,1/2W 39K 1' -J Sulpaerrvisory CONNECTION to i s\/9DC V TO FRCP Interconnect f� EG J F Cable -- +I I I I ( I NIC NC NIC NC Jt J2 S LR, L, L2 R EG I -- NC EG Aui eeeee e CE I 101-SPK (DB+ VP Al A2 S LIR L1 L2 LAR J3 08- 25 V 170 V 25 V 1 70 V T H1 Note t 101-CE ST N �H2 Note, ( � I NC- VPS H3 I C) STROBES: MAX 2 AMPS REFER TO SYSTEMS TROUBLE CONTACT COM I LOADING CHART#1 NORM.ENERGIZED RP I A ALRM R;e B 101-PS E L POWER K3 4 KI H5 I _$ 0 K SUPPLY 2+V DC_ TiI c I C VQ Ge Geer 1 T2eT3e10 3 4 5 6 J8 I 9Ka 0 I I I I I I I 2 W BATTERY CABLE i - PIP WITH IN-LINE FUSE NIC NC NC NC NC f 1— e e e EG o_ J TO 24 V BATTERY. U I MAX.CHARGING EOL A J2 l S L1 tt L2 L2 EG I--- CURRENT: 1.5A MM t Max 10 AH in Cabinet RESISTOR MessageMaker -J R R (24 AH External) (Determined by NAC) Note 4 I 101-STRB VoloeCom TROUBLE WILL TO 120V AC 50/80 HZ. CAUSE SUPERVISORY TROUBLE VIA LINE Note 2 2 Amp SEPdRATELY REVERSAL WIRING TO CONNECTED TO I �n FUSED DEDICATED THE FIRE CONTROL. TERMINAL'A,' re TERMINATE EARTH I U TOLLOADINGkCHARTp'7REFER GROUND WIRE UNDER TEAMINALEAZ I I STUD MARKED'GND' I c + BLACK&WHITE FLYING LEADS I I FROM POWER SUPPLY. Note 2: POLARITY SHOWN IN I I SUPERVISORY MODE. I EOL REVERSE POLARITY INPUT TO 39 KD ACTUATE VoiceCom FROM ANY UL I 112 W LISTED FIRE CONTROL Notes: LI nEG 1. VoiceCom may be programmed for 25 V or 70 V rtes via these jumpers. J,fL� i S L1 L1 L2 L2 EG I 2 VoiceCom comes pro-wired and tested for reverse polarity activation. PIP The 1 KQ resistor must be left across terminals#Al,W. --I R R 3 If Reverse Polarity is NOT used,remove wiringp between terminals If 5,#6 and #At,#A2. Move jumpers of Headers#H4,#H5 to Position'A'. The 1kQ resistor ( 101-SPK must be placed at the End of Line for supervision. Initiation is via dry contact closure across supervised input terminals#Al,#A2 as shown. 1w* 4. VoiceCom-MM package comes with the MMA MessageMaker pre-installed. 5. All contacts are 30 volts DC,t Ampere resistive load. Place Supervisory Jumper 6. Minimum wire size#18 AWG. Maximum wire size#12 AWG. across pins#3 3#4 of last 7. Refer to Chart#1'System loading'for available power. module 8. For Compatible Notation Appliances Please refer to Chart 2. 50 Watt VoiceCom System with Standby Wiring Diagram Figure 3 CONNECTING Strobe Supervisory Modules (101-STR13)to the PS-AUX F, The AMP-25-50 Amplifier and PS-AUX are assembled in the following VoiceCom Systems: The System provides 50 watts Standby Audio Power. VoiceCom-LS VoiceCom-LSR VoiceCom-MMLS VoiceCom-MMLSR 120 V Ac to BLACK& Interconnect To Previous WHITE FLYING LEADS FROM POWER SUPPLY. CableTo J 2 of Module Previous SHOWN FOR STYLE"Y". ALL CIRCUITS SUPERVISED, I Module POWER LIMITED. I SUPERVISING VOLTAGE ACROSS 1.1-1-2 is 7 V TO 9 V DC. MAX RIPPLE CURRENT<300 mV CHART 8 OR SYSSTTEM LOADING B+ ' m Shown in the supervisory mode. B— Polarity reverses in Alarm. I BED Strobes:Max 2 Amps. Fused VPS RED I V LReferm&g Chart#I I (6Amp) BLK G BILK ( c Battery Cade i „ I c 90 I ' PS-AUX ( to w AMP-25-50 B B e EG I— P Jt J2 S Lt Lt L2 L2 EG1— R R 101-STRB Red&Black *1 I J 3 I Strobe Cable I Shown in the supervisory mode. I EACH 101- Polarity reverses in Alarm. I + .. Strobes:Max 2 Amps. STRB module I m Refer to Systems Connect to connected to I Loading Chart#1 24 V Battery the AUX-PS requires a cable.Rater to the 101- 8 OL STRB data I 39 KKQ sheet I — 1/2 W II ee a EG J1 J2 S L1 L1 L2 L2 EGO *1 --1 R R * 101-STRB modules powered from the PS-AUX modules I J 3 101-ST R B MUST have headers H2 and H4 programmed to the-A- I Place Supervisory position. Jumper across pins#3 REFER to Section # 2 of Manual for details. &#4 of last module SIEMENS Fire Safety SE Speaker and Speaker Strobes ENGINEER AND ARCHITECT SPECIFICATIONS „ - UL listed. ULC, CSFM,and FM pending. ADA/NFPA/ANSI compliantL • Complies with OSHA 29 Part 1910.165 ' - Wall mount speaker strobe models with field selectable candela settings of 15/30/75/110cd or 135/185cd - Ceiling mount strobe models are available with field selectable ? candela settings of 15/30/75/95cd or 115/177cd Field selectable taps for 25 or 70 VRMS operation from 1/8 watt S up to 2 watts E-MC-W SE-R • High efficiency design for maximum output at minimum wattage Speaker Strobe Speaker across a frequency range of 400 to 4000 HZ • Strobes can be synchronized using the Siemens DSC sync modules, FS-250 panel,XLS panel,or PAD-3 power supply with • built-in sync protocol • Mount to 4”square x 2-1/8"deep backbox with no extension ring required - Snap on grille cover with no visible mounting screws • Fast installation with IN/OUT screw terminals using#12 to#18 AWG wires • Optional Extender(SPEXT)is for mounting to 4"backboxes with no extension ring. Description The Siemens Series SE Speakers and Speaker Strobes settings of 115/177cd. feature high efficiency sound output, with dual voltage Series SE Speakers and Speaker Strobes provide high (25/70 VRMS) capability and field selectable taps from audio output with clear audibility and are designed to 1/8 to 2 watts. They are designed to provide a sleek, meet the critical needs of the life safety industry for ef- fective emergency voice communications, tone signaling munications systems.All Series SE wall mount models mount to standard 4"x 2-1/8"electrical boxes(with and visible signaling to alert the hearing impaired. no extension ring required) and incorporate a speaker The low profile ceiling design incorporates a speaker mounting plate for faster installation. The grille cover mounting plate for faster and easier installation. Each snaps on so no mounting screws are visible.Attractive model has a built-in level adjustment feature and snap- surface boxes are also available for surface installa- on cover with no visible mounting screws. tions. These SE Multi-Candela ceiling appliances are The strobe portion of all Series SE Speaker Strobes part of the new family of ceiling mount strobe appliances may be synchronized when used in conjunction with the that will also be available on strobes, horns, and horn/ Siemens DSC sync modules, FS-250 panel, XLS panel, strobes. Optional Extender(SPEXT) is for mounting to or PAD-3 power supply with built-in sync protocol. Sie- 4" backboxes with no extension ring. mens synchronized strobes offer an easy way to comply The Series SE Wall Mount Speaker Strobe models use with ADA recommendations concerning photosensitive Siemens low current draw strobes for wall mounted epilepsy. applications. Strobe options include MC multi-can- Series SE Speaker Strobes are UL Listed for indoor dela strobes with field selectable candela settings of use under Standard 1971 (Signaling Devices for the 15/30/75/110 cd or high intensity HMC strobes with field Hearing-Impaired) and Standard 1480 (SpeakerAppli- selectable settings of 135/185 candela. antes).All inputs employ IN/OUT wiring terminals for The Series SE Ceiling Mount Speaker Strobe models fast installation using#12 to#18 AWG wiring and are are available in Siemens MC-C multi-candela ceiling compatible with FACP line supervision. strobe with field selectable intensities of 15/30/75/95cd or the high intensity HMC-C strobe with field selectable CATALOG SHEET 2580 V SIEMENS Fire Safety Strobes, Horns, Horn/Strobes ENGINEER AND ARCHITECT SPECIFICATIONS • UL listed. ULC, CSFM,and FM pending. • ADA/NFPA compliant`' • EZ Mount design,with separate base plate,provides ability to pre-wire the base and test the circuit wiring before the IL walls are covered • The base plate is protected by a disposable cover and the Series ZH appliances can quickly snap onto the base after the walls are painted. ' • EZ Mount Universal Mounting Plate(ZBB)—uses single I plate for ceiling and wall mount installations • Wall Mount models feature field selectable candela settings of 15/30175/110cd and 135/185cd • Ceiling Mount models feature field selectable candela Series ZR settings of 15/30/75/95cd and 115/177cd Strobes can be synchronized using the Siemens DSC sync modules, FS-250 panel,XLS panel,or PAD-3 power supply with built-in sync protocol • "Special APPlications"listed with Siemens panels !" • Strobes produce 1 flash per second Selectable Continuous Horn or Temporal(Code-3)Tones with selectable 90 or 95 dBA setting(ZH model) ZR AND ZH Mounting Description Engineering Specifications The Siemens Series Z notification appliances feature an General easy snap on base that is designed to simplify the instal- Audible/visual notification appliances shall be listed for lation and testing of horns, strobes, and horn/strobes. indoor use and shall meet the requirements of FCC Part The separate Series Z snap on base can be pre-wired so 15 Class B. These appliances shall be listed under UL circuit wiring can be fully tested before the appliance is Standard 1971, (Standard for Safety Signaling Devices installed and before the walls are covered. Once all sur- for Hearing Impaired) and UL Standard 464 (Fire Protec- rounding work is complete, the appliance can be simply tive Signaling). The appliances shall use a universal installed by snapping it on the base. Shorting contacts in backplate that shall allow mounting to a single-gang, the base, which provide continuity for circuit testing, are permanently opened when the appliance is installed so double-gang, 4-inch square, 4' octal, ora 3-1/2' octal backbox. Two wire appliance wiring shall be capable of any subsequent removal of the appliance will indicate a directly connecting to the mounting back plate. Conti- trouble condition on that circuit at the control panel when circuit supervision is enabled.The same base is used for nuity checking of the entire NAC circuit prior to attach- 14" all Series Z horns, strobes and horn/strobes to provide ing any audible/visual notification appliances shall be consistent installation and easy replacement of appli- allowed. A dust cover shall fit and protect the mounting Plate. The dust cover shall be easily removed when the ances if required.A locking screw is also included for the appliance to provide extra secure installation. appliance is installed over the backplate. Removal of an appliance shall result in a trouble condition by the The Siemens Series Z appliances incorporate the same Fire Alarm Control Panel (FACP). dependable circuitry and high efficiency optics that are Strobes used in Siemens ST strobes, NS horn/strobes and NH r horns and have the same high performance ratings. The Strobe appliances shall produce a minimum flash rate Series Z appliances are"Special Applications" listed with of 60 flashes per minute(1 flash per second) over the Siemens panels. Regulated Input Voltage Range and shall incorporate a CATALOG SHEET2584 STATE OF FLORIDA 6A,IM U41ty &AIW Es'gT DEPARTMENT OF HEALTH = __ COUNTY HEALTH DEPARTMENT T e PURPOSE: FOOD SERVICE C-1 ROUTINE o REINSPECTION INSPECTION REPORT o CONSTRUCT. O CHANGE OF OWNER - COMPLAINT CONSULTATION O OA SURVEY D OTHER + E-0OTHERRESULTS NAME OF ESTABLISHMENT ° '' ` ! ' o Satisfactory ADDRESS CITYo Incomplete Unsatisfactory OWNER ZIP Correct Violations by ( ti. PHONE �`?f ' t o Next Inspection PERSON IN CHARGE 0 8:00 AM on: BEGIN END, 1 BATE DATE `'JPIOSITION#_ :g RTIFICATE NIIMBRit': TYPE t fly zI� itmeID ' 314114/5 1 18_'_ - - o v o Hospital -05 C t#11 CI cffti� CM IM IM 05 1:113Ctwd)n cWCWEWc0: o Nursing _06 CMd:5 Ldn 1; 06 C1DC±2rt-` F1-mt r13 o Detention 07 c5320 20 07 t23E23C23EZ3 E23dt Fzdt C23C2:3C21C2:1L23 o Lounge ,-;08 x$325+ +253 08 C33 CW C D C33 tit M C33 C33 o Cmc L 09 EYJan Endo 09 rMEM033EM= cc1ME23 ou mt,'ie C&I ffyj=10 35 1Ci5i 10 C53LS] 5-3 r53r!c53t t o School 11 X40 [ ?3 Cid 11 t3(b-A331$71fb t Ew C63 Ew CO3 o Residen. _ 12 11145 t?SLAS 12 [MC?jc23tnC2DEn r7L1 o Child c& cam=13 at so it do 13 t&1$31:wE83 t&r$3[It CW Limited 19114 12 d c9p14 1:92C9Ir COD � c93 EW c�bElb Other t OUT OF BUSINESS 7717 ltcau ntOrked b,1,0*1>iofa'te Ire requiro. eats of Chanter 64E-11 of'tl e Florida ddtuinistrative Cade and mttst he corrected,Condit a1't/tis�ttcllit} x tlu3irt rrtakirr$the. , p1?�iarts' s#violctti to al Chapter BqE-1l.Florida Administrative Code and Chapters 381,a#d 386,Florida S'fat rrc�s R#Iaii tns must be ,t 'tke elute a tune.ittdi rter ' the kesults section above or an adininistrulAw-fine or other lc1;a1 atrirxt will he rhinal ,. JFOOD SUPPLIES 14.Sneeze Guards t---1 27.Design and fabrication OTHER FACILITIES IO I.Sources.etc. p 15.Transportation of food O 28.Installation and location AND OPERATIONS FOOD PROTECTION r 16.Poisonous/Toxic materials r--' 29.Cleanliness of equipment = 39.Other facilities and operations p 2.Stored temperature PERSONNEL o 30.Methods of washing TEMPORARY FOOD r 1 3.No further cooling Rapid cooling O 17.Exclusion of personnel SANITARY FACILITIES SERVICE EVENTS Q 4.Thawing t--1 18.Cleanliness AND CONTROLS 0 40.Temporary food service events ip 5.Raw(ruts O 19.Tobacco use C7 31.Water supply VENDING MACHINES 17-1 6.Pork cooking o 20.Handwashing O 32.tee o 41.Vending machines p 7.Poultry cooking O 21.Handling of dishware G-I 33.Sewage MANAGER CERTIFICATION = S.Other animal cooking EQUIPMENT/UTENSILS O 34.Plumbing O 42.Manager certification t1 9.Least contact Reheating o 22.Refrigeration facilitiesiThennometers Cl 35.Toilet facilities CERTIFICATES AND FEES =10.Food container O 23.Sinks O 36.Handwashing facilities = 43.Certil7cates and fees p11.Buffet requirements = 24.Ice storage!Counter-protector D 37.Garbage disposal INSPECTION/ENFORCEMENT p 12.Self-service condiments O 25.Ventilation/Stomge/Suflicicnt equipment O 38.Vermin control O 44.Inspection/Enforcement t�13.Rcsen ice of food r---1 26.Dishwashing facilities ITEM COMMENTS AND INSTRUCTIONS NUMBERS (continue on attached sheet) [IF.4LTII DF.P4RT,14F_N'T INSPECTOR: PtiORF: COPY OF REPORT RECEIVED BY. i, ' ' � DATE: DH Form 4023.1/05(Obsoletes Previous Editions) ESTABLISHMENT/FACILITY BP501W_t CITY OF ATLANTIC BEACH 2/18/09 Inspection Results Penalties 12: 45: 08 Application number, type 07 00000848 COMMERCIAL NEW CONSTRUCTION Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 17 0004 BD ROOF SHEATHING Property address . . . . . 6002 FLEET LANDING BLVD Request date, time, by . . 8/29/08 17 : 00 SLG Type options, press Enter. 1=Select Previously Opt Amount Penalty Description Applied Paid . 00 RE-INSPECTION FEE 35. 00 35. 00 Bottom F3=Exit F12=Cancel City of Atlantic Beach *** CUEJONER RECEIM amm Ooer: ffigtEY (yoe: OC Drawer: I Date: 2/18/09 N Receipt no: 31233 Description Quantity Amount 207 848 Ba BUILDING PERNI M 1.00 $35.* tender detail CC CREDIT CARD $35.00 Total tendered $35.0 Total payment $35.00 Trans date: 2/18/09 Time: 12.26:44 HP Otejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information SystemsCITY O 904-247-5845 Feb 18 2009 12:48PM Last Transaction Date Time Type Identification Duration Panes Result Feb 18 12:48PM Fax Sent 97259951 0:28 1 OK MAY-18-2009 12:57P FROM: R E HOLLAND 904-646-3272 T0:2475845 P.10 U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OM13 N0.1660-0008 Federal Emmigtincy Management Agency Expires Febnun 28.2W9 National Flood Insurance Program Important Read the instructions on pages IA SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owners Name CONTINUING NAVAL CARE RETIREMENT FOUNDATION,INC. PoNcy Number A2. Building Street Address(including Apt.,Unit,Suits,and/or 8169.No.)or P.O.Route and Box No. Company NAIC Number 8002 FLEET LANDING BLVD.NORTH City JACKSONVILLE State FL ZIP Code 32233 A3. Property Dasafption(Lot and Block Numbers,Tax Parcel Number,legal Description,etc.) A PART OF THE ANDREW DEMES GRANT,SECTION 37,AND SECTION 5,ALL 1N TOWNSHIP 2 SOUTH.RANGE 29 EAST,DUVAL COUNTY,FL A4. Building Use(e.g.,Residential,Non-Rasidentiai,Addition,Accessory,etc.) RESIDENTIAL AS. LatlludelLongitude:Let. Q Long.-81.4107 Horizontal Datum: 0 NAD 1927 ® NAD 1983 A8. Attach at lead 2 Photographs of#to buik*V If the CerMlkala is being used to obtain flood Insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s),provide A9. For a building with an attached garage,provide: a) Square footage of crawl space or encbmre(e) Q aq 1t a) Square botep of attached grape Q sq fl b) No.of permanent flood openings in the crawl space or b) No.of permanent food openings in the attached garage endosurs(s)wells within 1.0 bot above adjacent grads Q wells within 1.0 foot above adjacent grade Q c) Total net area of Rood openings In AS.b Q aq In c) Total to area of flood openings in A9.b Q sq in SECTION 8-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 81.NFIP Community Nems d Community Number -7 82.County Name 83•Stats JACKSONVILLE,FLORIDA, 12077 DUVAL FLORIDA B4.MepiPand Number85.Suflbc B8.FIRM Index 87.FIRM Panel 88.Flood 89.Bass Flood Elevation(s)(Zone Date E11bctivalRevised Ode Zone(s) AO,use bass flood depth) 0242 E 8/18/1999 8/15/1989 X.SHADED X, AE BFE a 8 FW 810. Indicate the souos of the One Flood Elevation(BFE)data or base flood depth enteed In item 89. ❑FIS Profile ❑FIRM ®Community Determined ❑Other(Describe) 811. Indicate elevation datum used ler BFE In tem 89: ®NGVD 1929 ❑NAVO 1988 ❑Other(Describe) 612. I In a Coastal Barrier Resources System(CORS) or Otherwise ProincieI,Mss(OPA)4 ares ®No ly SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based om ❑Construction Drewings• ❑Building Under ConstructIon• ®Finished Construction •A new Elevation Cerdticeta will be required when construction of the building Is complete. C2. Ebvetlons-Zones Al-A30,AE.AH,A(with SFE),VE,V1-V30,V(with BFE),AR,ARIA,ARIAE,ARIA1430,ARIAH,ARAO. Complete Iters C2." below eccarding to the building diagram specified In Item A7. Benchmark Udllttd SEE NOTES Vertical Datum NGVD 29 ConvereloNComments W0 Cheek the measurement used. a) Top of bottom floor(Including basement,crawl space,or enclosure floor) 1Q.Aj ®fest ❑meters(Puerto Rico only) b) Top of the next higher floor 2d.2 ®feet ❑meters(Puerto Rico only) C) Bottom of the lowest horizontal structured member(V Zones only) R ❑feet ❑maters(Puerto Rico only) d) AUdW garage(top of slab) N& ❑lest 0 maters(Puerto Rico only) e) Lowest elevation of machinery or equipment sent"the building 1Q.$g ®fast j]metes(Puerto Rico only) (Describe bps of equipment In Comments) 1) Lowed adjacent(inished)grade(LAG) I-A ®fest ❑meters(Puerto Rico only) 9) Highest sdjacsnt(finished)graft(MAG) 12.2 ®fest ❑maters(Puerto Rico only) SECTION 0-SURVEYOR,ENWNEER,OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation infornation. I car*that floe brtbrm fur on it*Certit eft represents my beat ebbrts(o N►A@VW Me data awNaft. I wxbratand drat any#Was statement maybe punWobte by Rme o►kWbonment wxlsr 18 U.S Cora.Section 1001. \tJ ® Cheek here if commerds am provided on back of form. ,,A Certifiers Nam ROBERT E.HOLLAND License Number 4242 I jet " Tub REGISTERED LAND SURVEYOR Company Name R.E.HOLLAND ask ASSOCIATES,INC. � Address Fff YMEA D SUITE 1 Cab JACKSONVILLE Sfete FL ZIPCode 32258 Signature U rM Telephone (904)2868900 MAY-18-2009 12:57P FROM: R E HOLLAND 904-646-3272 TO:2475845 P.11 IMPORTANT: In Own spaces,copy the ea rasp anding tnformedon from Section A. For Insurance Company Use. BVIrgng S1rest Address(incka g Apt..Unk Suile,andlor Bldg.No.)or P.O.Rout and Box No. Policy Number 6002 FLEET LANDING BLVD.NORTH City JACKSONVILLE State FL ZIP Cods 32233 Company NAIC Number SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTW"TION(CONTINUED) Copy both sides ct this Elevation Certiflrete for(1)community WWI,(2)Insurance sgerWcompeny,and(3)building owner. Comments X-CUT IN CORNER OF CONCRETE TRANSFORMER PAD ELEVATION i 15.33 SET BY OTHERS;THIS CERTIFICATION i8 GIVEN FOR THE SPECIFIC PURPOSE OF DETERMINING THE AS-BUILT ELEVATION OF THE FINISHED FLOOR;NOTE ALSO THAT THE PROJECT SITE IS UNDER CONSTRUCTI N;THE FLOOD ZONE LINES SHOWN ON THE SURVEY MAP WERE OETERNNED BY GRAPHICALLY PLOT WG THE ZONES FROMFIRM AND WERE NOT DETERMINED FROM ACTUAL FIELD ELEVATIONS:NO UNDER FLOOR FLOOD VENTS OR CRAWL SPACES WERE I BY COJ PERSONEL;C2.s)TRANlIFOFbIAER PAD;NO OUTSIDE AIR CONDITIONER PAD VISIBLE. Signature 42 Dale S Check here M attachments SECTION E-BWLDING ELEVATON INFORMATION(SURVEY NOT REWIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Mems E1-E5. if tte Certificate is intended to support a LONA or LOMB-F request,complete Sections A,S. end C. For Items E1-E4,use natural grads,9 available. Check the measurement used. M Puerto Rico only,ender malars. E1. Provide elevation information for the following and Chad the appropriate bmw to show whether the elevation Is above or below the highest edlacent Wade(WIG)and the lowest adjacent Wads(LAG). a)Top of bottom floor(including basement.crawl specs,or enclosers)Is ❑lies! ❑rnelere ❑sbove or❑below the HAG. b)Top of badorn floor(including basement,crawl apace.or enclosure)Is ❑Net ❑maters ❑above or❑ below the LAG. E2. For Building Diagrams"wIM permanent flood opemlgs provided in Section A Mems 8 w4or 9(see page a of Inebuaions),the nesd higher floor (elevation C2.b in do diaorams)of the building Is ❑teat ❑rnmere ❑above or ❑below the HAG. E3. Attached garage(top of slab)Is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery andlbr sWorant ssnrWq the building Is ❑/set ❑meters (3 Mom or❑below tin HAG. E5. Zone AO a*. N no flood depth number is evadable,is the top of the botio n floor elevated In accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ LM knowm. The loeel offbial must ow*this Womnation In Section G. SECTION F-PROPERTY OWNER(OR ONWNEWS REPRESENTATIVE)CERTIFICATION The property owner or owners sulhoriged mpreaentativs who completes Sections A.8,and E for Zone A(without a FHMA4Ssued or communityaesued BFE) or Zane AO must sign here. The afatements In Sedlons A,8,and E are correct to dre beat of my Itnowledge. Property Owners or Owner's AuthoAaed Representative's Nature Adm city State ZIP Code Signature Date Telephone Comments n M"here if aw"emr SECT=G-COMMUNITY INFORMATION(OPTIONAL) The tical olfiael who is suft fbW by law or adlmence to administer fheoommunllys floodplain management ordinance can complete Sections A,B.C(or E). and G of this Elevation CertiApte. Cornpbte the applicable ttam(s)and sign below. Chalk the meemement used In Items G8.and G9. G1.❑ The IMonnatlon In Section C were taken from other documentation that has been signed end seeled by s lira ad surveyor.engineer,or ami s who Is suMorkod by law to certify elevation Infornnallm (Indicate the source and date of the elevation data In the Comrne b toss below.) G2.❑ A mnmmw*otTiclei completed Section E for s WW kg healed In Zone A(wittwut a FEMA-issued or commundy-issusd BFE)or Zone AO. G3.❑ The following dnbrmastion(Mems G4.-W.)Is provided for community floodplain management purposes. 04.Permit Number G5. Date PemMt Issued G8. Data Certificate Of Issued G?.This psmntt has been Issued for. ❑New Construction ❑Substantial hnprovernent G8.Oration of as.bWk lowest floor(including basement)of the building: -0 Net ❑ins/srs(PIT)Datum G9.OFE or(in Zone AO)depth of flooding at the building sits: ❑test ❑metes MR)Datum Local OIAdors Name Tile - Community Name Telephone Signature Deb Comment n Chesil here fl attear rents MAY-18-2009 12:58P FROM: R E HOLLAND 904-646-3272 TO:2475845 P.12 Building Photographs See Instructions for item A6. Fa Inumnoe Company Use: Building Street Addrem(Including Apt,Unit,Sub,and/or Bldg. No.)or P.O.Route and Hoot No. Pobcy Numbw 6M FLEET LANDING BLV.NORTH City JACKSONVILLE State FL ZIP Code 32233 CbrMW NAIC Nwrdw If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item AS. Identify all photographs with: date taken;"Front Vlach'and"Rear VI W and, if required, "Right Side ViW and "Left Side View! If submitting more photographs than will ft on this page, use the Continuation Page, following. M M y I Nom.... r • b _ FRONT VIEW DATE: 02/26/09 MAY-18-2009 12:59P FROM: R E HOLLAND 904-646-3272 TO:2475845 P.13 • r Building Photographs Continuation Page For Insurance Company Use: Building Steil Address(ming Apt,Unit Suite,andfor Bldg.No.)or P.O.Route and Boot No. Policy Number 60W FLEET LANDING BLVD.NORTH City JACKSONVILLE State FL ZIP Code 32233 Company MAIC Number If submitting more photographs then will fit on the preoeding page, affix the additional photographs below. Identity all photographs with:date taken;"Front View"and"Rear View";and.if required,"Right Side View"and"Left Side View.' %r "c5y- } t REAR VIEW DATE: 02/26/09 FEB-26-2009 02:31P FROM: R E HOLLAND 904-6,16-3272 T0:2114427 P.2 ✓� U.S.DF-!'ARTMEN7OF HOMELAWID SECURITY ELEVATION CERTIFICA,TI Federal Emergency Management Agency National Flood Insurance Program Important Read the inns ructiolls W patgss I'S. SECTION A-PROPERTY INFORMATION For insurance Company Use: A1. Building Owner's Name CONTINUING NAVAL CARE RETIREMENT FOUNDATION,INC. Policy Number A2, Bullding Street Address Onduding Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 6002 FLEET LANDING BLVD.NORTH City JACKSONVILLE State FL ZIP Code 32233 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) A PART OF THE ANDREW DEWEES GRANT,SECTION 37,AND SECTION 5,ALL IN TOWNSHIP 2 SOUTH,RANGE 29 FAST,DUVAL COUNTY,FL A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL - A5. Latitudell-ongitude:Lat.NIA Long.,NIA, orizontal Datum: ❑ NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insure y A7. Building Diagram Number t A8. For a building with a crawl space or enclosure(s),provide A9. For a building with an attached garage,provide: a) 5quare foolage of craw,space or enclosures) Q sq ft a) Square rootage of attached garage .9 ©� b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings in the oJac,_„atage enciosure(s)walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b Q sq in c) Total net area of flood openings in A9.b a --q In SECTION 13-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 81.NFIP Community Name&Community(��gtb�r B2.County Nama B3.State , ('tCj `e�.'�}� OWAL FLORIDA � d4.Map/Panel Numger B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood 89.ease Flood Elevetion(s)(lone Date EtfectivelRevised Date Zones) AO ase fl h) 0. Indicate the source of the d Elevation(BFE)data or base Rood depth entered in Item B9. (mac _ ❑FIS Profile ❑FIRM 1 ❑Other(Describe) (311. Indicate eievat,on datum used for BFE in Item B9: ®NGVD 1929--11 NAVD 1986 ❑Other(Describe) B12, is the building located Ina Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)7 ❑Yes ®No Designation Data NIA ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑Construction Drawings- ❑Building Under Construction" ®Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2, Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1430,V(with BFE),AR,ARIA,AWIAF,ARIA1-A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the building diagram specified in item A7. Benchmart Utilized SEE NOTES Vertical DatumG� VD 29_ Conversion/Comments NIA Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)_ y.6g ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor _2_4.a ' feet ❑meters(Puerto Rice only) c) Bottom of the lowest horizontal structural member(V Zones only) NIA. - ❑feet ❑meters(Puerto Rio only) d) Attached garage(top of slab) Nom. - ❑feet ❑meters(Puerto Rico only) a) Lowest elevation of machinery or equipment servicing the building 10.92 ®feet ❑meters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 9.8 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 10.1 ®feet ❑meters(Puerto Rico only) SECTION 0-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation t information. I certify that tha information on this CorWf We represents my best efforts to Interpret the data avellable. I understand that any false statement may be punishable by fine or imprisonment under 18 U S.Code,Section 1001. , I@ Check here if comments are provided on back of form. .' ,• Certiffers Name ROBERT E.HOLLAND License Number 4242 f �+ Title REGISTERED LAND SURVEYOR Company Name R.E.HOLLAND&ASSOCIATES,INC. Address 97 YMEA R .SUITE 105 City 1ACKSONVILLE State FL ZIP Code 32256 Signature Date 02/27/09 Telephone (904)260-6300 FEB•%26-2009 02:31P FROM: R E HOLLAND 904-646-3272 TC:2414427 P.2 R U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMS NO.1660-DWS Federal Emergency Management Agency Exotres February 28.2009 National Flood Insurance Program Important Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For insurance Company Use: Al. Building Owner's Name CONTINUING NAVAL CARE RETIREMENT FOUNDATION,INC. Policy Number A2. Building Street Address(including Apt.,Unit,Suite,andfor Bldg.No.)or P.O.Route and Back No. Company NAIC Number 6002 FLEET LANDING BLVD.NORTH City JACKSONVILLE State FL DP Code 32233 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,eta) A PART OF THE ANDREW DEWEES GRANT,SECTION 37,AND SECTION 5.ALL IN TOWNSHIP 2 SOUTH.RANGE 29 EAST,DUVAL COUNTY,FL A4. Building Use,(e.g..Residential,Non-Residential,Addition,Accessory,atc.) RESIDENTIAL AS. Latitude/Longitude:Let.KIA Long.�A Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 A8. Attach at Most 2 photographs of the building d the CodificaDe Is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s),provide A9. For a building with an attached garage,provide: a) square footage of crawl space or enclosures) Q sq R a) Square footage of attached go" 0 sq ft b) No.of permanent flood openings in the crawl spm or b) No.of permanent good openings in the attadW garage enclosures)walls within 1.0 foot above adjacent grade 0 wails within 1.0 toot above adjacent grade 0 c) Total net area of flood openings in AB.b 9 eq to c) Tsai net area of flood openings In A9.b 0 sq In SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION L81.NFIP Community Name&Community Number .County Name 83.state JACKSONVILLE,FLORIDA 12077 1 DWAL FLORIDA 84.Map/Panel Number 06.Suffix 1 86.FIRM Index 87.FIRM Panel B8.Flood 69.Baas Flood Eievation(s)(Zone Date Ef ectWe/Revised Date Zone(s) AO,use base flood depth) 0242 E 8/1011999 8115/1989 X,SHADED X, AE BFE-6 A FW BID. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 89. ❑FIS Profile ❑FIRM I@ Community Determined ❑Other(Describe) 811. indicate elevation datum used for BFE in Item 89: ®NGVD 1929 ❑NAVD 1988 ❑Other(Describe) 012. Is the bullding located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? Oyes ®No Designation Date jyA ❑CORS ❑OPA SECTION C•BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings' ❑Building Under Construction* ®Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,ARAE,AR/AI-A30,AR/AH,AR/AO. Complete Items C2." below according to the building diagram specified in Item A7. Benchmark tJtBlzed SEE NOTES Vertical Datum NGVD 29 Conversion/Comments NLA Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)- 1Q.9 )$I feet ❑meters(Puerto Rico only) b) Top of the next higher floor 2A.Al ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N/A ❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slob) WA. ❑feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 1Q.92 ®feet ❑meters(Puerto Rico only) (Describe type of equipment in Comments) 4 Lowest adjacent(finished)grade(LAG) 0.8 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 19.3 ®feet ❑motors(Puerto Rloo only) SECTION O-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This ceAigcallon is to be signed and sealed by a land surveyor,engineer,ar archited authorized by law to certify elevation I information. 1 car*that the inikirmation on this CoWli calx represents my best efforts to inforpret the data ovelebts. I understand that any false statement may be punishable by lona or imprlsonment under 18 U S.Code,Section 1001. ® Check here if comments are provided on back of form. Certfiler's Name ROBERT E.HOLLAND License Number 4242 tin TflM REGISTERED LAND URVEYOR Company Name R.E.HOLLAND 8 ASSOCIATES,INC. Address 97 YMr .SUITE 106 City JACKSONVILLE State FL ZIP Code 32256 Signature Date 02/27/09 Telephone (904)260.8300 FES-126-2-009 02:31P FROM: R E HOLLAND 904-646-3272 TO:2414427 P,3 r IMPORTANT: In these spaces,copy lite corresponding information from Section A. For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 6002 FLEET LANDING BLVD.NORTH City JACKSONVILLE State FL ZIP Code 32233 Company NAIC Number SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy troth sides of this Elevation Certificate for(1)community official,(2)insurance ogeM/company,and(3)building owner. Comments X-CUT IN CORNER OF CONCRETE TRANVORWR PAD ELEVATION=15.53 SET BY OTHERS;THIS CERTIFICATION IS GIVEN FOR THE SPECIFIC PURPOSE OF DETERMINING THE AS43UILT ELEVATION OF THE FINISHED FLOOR,WHICH IS CURRENTLY UNDER FINAL CONSTRUCTION ACTIVITIES;NOTE ALSO THAT THE PROJECT SITE IS UNDER CONSTRUCTION;THE FLOOD ZONE LINES SHOWN ON THE SURVEY MAP WERE DETERMINED BY GRAPHICALLY PLOTTING THE ZONES FROM THE FIRM MAPS AND WERE NOT DETERMINED FROM ACTUAL FIELD ELEVATIONS.NO UNDER FLOOR FLOOD VENTS OR CRAWL SPACES WERE OBSERVED,BFE WAS DETERMINED BY COJ _PERSONEL.EQUIPMENT(TRANSFORMER PAD) Signature ROBERT E HOLLAND,PLS 04242 Date 02/27/09 --- ® Chadic here If attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(wfthoub BFE),complete items E1-E5. If do Certificate is Intended to support a LOMA or LOMR-F request,complete Sections A,B. and C. For Items E1-E4,use natural grade,If available. Check the measurement used. In Puerto R'ioo only,enter marten. Et. Provide elevation information for the following and Check the appropriate bones to show whether the elevation it;above or below the highest adjacent grade(HAG)and the lowest adiaoent grade(LAG). a)Top of bottom floor(including basement,crawl space,or enclosure)is ❑feet ❑meters ❑above or❑below Ina HAG. b)Top of bottom floor(including basement,craw(space,or enclosure)is ❑That ❑motets ❑&boas or❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A items 8 andror 9(see page 8 of Instruclons),the next higher floor (elevation C2.b In the diagrams)of the budding is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑motors ❑above or ❑below the HAG. E4. Top of piatfomm of machinery and/or equipment servicing the bulks tg Is ❑feet ❑maters ❑above or❑below the HAG. ES. Zone AO only: I no flood depth number a mrisore,is me top ur Ura bullm s,luu.ob.otoJ«.a,.zardenes with the aaremunlWc floodplain mansorwrit ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative wlw completes Sections A.B.and E for Zone A(without a FEMA-iseusd or community4asued BFE) or Zone AO must sign here. The statements in Sections A,8,and E are correct to the hest of my knowledge. Property Ownefs or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Commends - ❑Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, E), and G of this Elevation Certificate. Complete the applicable kem(s)and sign below. Check the memurement teed in Toms G8.and G9. G1.❑ The information in Section C was taken from other documentation that hes been signed and sealed by a licensed surveyor,engineer,or erchkeet%ho is authorized bylaw to certify elevation information. (Indicate the solace and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E fore building located in Zone A(without a FEMA-issued or communkydsaued BFE)or Zone A0. G3.❑ The following information Otema 134.49.)Is provided for community floodplain management purposes. G4_Permit Number G5, Date Permit Issued Ge. Date Certificate Of Compkance/Ooeupeney Issued G7.This permit has been Issued for. ❑New Construction ❑Substantial Improvement G8.Elevation of as-bulc lowest floor(including basement)of the building: _❑feet ❑meters(PR)Datum G9.BFE or(in Zone AO)depth of flooding at the btulding elle: ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comment CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD !:3 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001393 Date 10/13/08 Property Address . . . . . . 6002 FLEET LANDING BLVD Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc range fire suppression system ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ FIRE FIGHTERS EQUIPMENT CO. 3038 LENOX AVENUE JACKSONVILLE FL 32254 (904) 388-8542 ---------------------------------------------------------------------------- Permit . . . . . . FIRE SPRINKLER Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/13/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. { t �jya CITY OF ATLANTIC BEACH . fist MECHANICAL PERMIT APPLICATION Date: Property Address: L003a Vtee,+ LA ' Owner: eek LA r',A Q'n . C P v' _ Telephone#: Contractor: ,gyp ,T�Q1 rpCYw-y - C.o_ Telephone#•�, 5ga Contractor Address:56 3Renv�ttp l��. 3 as 5 Contractor Signature: In consideration of permit given for doing the work as described in the above statemen)PvweAereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of ractice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: ❑ Electric Cl Gas: LP Natural Central Utility ❑ Oil Cl Other—Specify, MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat ,Space _Recessed Central `Floor ❑ Residential ❑ Air Conditioning: RoomCentral CIDuct System: Material ,Thickness Commercial Maximum capacity cfrn Ll Refrigeration ❑ New Building ❑ Cooling Tower:Capacity t;Dm Existing Building LI Fire Sprinklers:Number of Heads ❑ Elevator: _— Manlift Escalator (Number) ❑ Replacement of Existing System C3 Gasoline Pumps (Number) ❑ Tanks (Number) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑, Gas Piping ❑ Other-Specify �8( Other—SpeciRA f� Vi �QY) LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845• httn://www.ci.atlantic-beach.fl.us Revised I/04 r FIRE FIGHTERS JENK/NS FOOD SERVICE EQUIPMENT CO. EQUIPMENT&SUPPLIES WWW.FIREFIGHIERSUSA.COM W W W.J EN Kl N SFOOOSERVIOE.COM A QIVISION. OF FIRE-FJaHTEliS EQU/PMENT CO. A PYRO-CHEM RANGE HOOD SUPPRESSION SYSTEM FOR FLEET LANDING COMMUNITY CENTER 6002 FLEET LANDING BLVD. ATLANTIC BEACH, FL 32233 5638 Commonwealth Ave-Jacksonville,Fl 32254-Phone (904)388.8542-Fax(904) 384.6763 KITCHEN KNIGHT® II: RESTAURANT romi FIRES SUPPRESSION PRESSION SYSTEM - PCL-160/300/460/600 TECHNICAL (MANUAL • COMPONENTS DESIGN INSTALLATION • MAINTENANCE e RECHARGE 3 Manual No.PN551274(3) Revised August 1,2005 TABLE OF CONTENTS Page Subject Revision Date Page Subject Revision Date +o, Chapter 1-General information 3-11 Radiant Char-Broiler 2 4-1-04 1-1 Introduction 3 8-1-05 Lava Rock Char-Broiler . Chapter 2-Components Natural Charcoal Char-Broiler 2-1 Cylinders&Valve 3 8-1-05 3-12 Mesquite Char-Broiler 2 4-1-04 Wet Valve Rebuilding Equipment Upright/Salamander Broiler Wet Valve Seal Rebuilding Kit 3-13 Chain Broiler . 2 4-1-04 2-2 Pressure Regulator Assembly 2 4-1-04 Tilt Skillet/Bralsing Pan Pressure Regulator Rebuilding Kit 3-14 Fryer-Multiple Nozzle Protection 3 8-1-05 Model V71 Tool Piping Limitations 3-15 General Piping Requirements 2 4-1-04 Cylinder Bracketing Design Steps Extinguishing Agent 3-16 Design Steps(cont.) 2 4-1-04 2-3 MCH3 Mechanical Control Head 1 4-1-04 ECH3 Electrical Control Head 3-17 Design Steps(cont.) 1 4-1-04 NMCH3 Mechanical Control Head 3-18 Design Steps(cont.) 1 4-1-04 3-19 Detector Placement 1 8-1-05 2-4 EN-MCU3 Enclosure 2 -1-04 EExhaust Duct(s) N-S Enclosure Electrostatic Precipitator MB-P2 Mounting Bracket Cooking Appliance(s) Pneumatic Actuating Cylinders 3-20 Notes .New 4-1-04 PAC-10 -__.-_-___.___.,___ _._ ia" _ __. --.--.--. .�.__.___..----......_..2.5.__.__..Detection._Equipment ._..___.-_..._.._.---..__...-2_____---�._,1::0.4__.._�_.—_ Ctpfer 4`='.9 ystem installation Model FLK-1 . 4-1 General 2 4-1-04 Model FLK-1A Cylinder Installation Model FLH-1 Control Head Installation 2-6 Fusible Links 3 8-1-05 Single Cylinder Installation Thermal Detectors 4-2 Multiple Cylinder Installation 2 4-1-04 RPS-M"Remote Pull Station 4-3 Multiple Cylinder Installation(cont.) 2 4-1-04 2-7 Gas Shut-off Valves 3 8-1-05 4-4 Fusible Link Detector Installation 2 4-1-04 GV Shut-off Valves 4-5 Fusible Links Without Hangers 2 4-1-04 EGVSO Gas Shut-off Valves 4-6 Fusible Links With Link Hangers 2 4-1-04 Quick-Seal Adaptor 4-7 Thermal Detector Installation 2 4-1-04 2-8 Corner Pulleys 3 8-1-05 Setting The Control Head SBP-1 Comer Pulley MCH3/NMCH3 Control Head CBP-1 Comer Pulley ECH3 Control Head WBP-1 Comer Pulley 4-8 Solenoid Monitor Installation 3 8-1-05 Tee Pulley In Detection Circuit Wire Rope 4-9 Solenoid Monitor When Used As- 2 4-1-04 Hood Seat Adaptor Assembly A Reset Relay 2-9 Electric Switches 1 4-1-04 Remote Pull Station Installation SM-120/24 Solenoid Monitor 4-10 Remote Pull Station Installation(cont.) 2 4-1-04 Pipe and Fittings 4-11 Gas Shut-off Valve Installation 2 4-1-04 2-10 Stainless Steel Actuation Hose 3 8-1-05 Mechanical Gas Shut-off- Valve Installation Nozzles Electrical Gas Shut-off Valve- Swivel Adaptor Installation Nozzle Aiming Device 4-12 Tee Pulley Installation 2 4-1-04 Rubber Blow-Off Caps Micro Switch installation 2-11 Components List 1 8-1-05 4-13 Pipe and Nozzle Installation 1 4-1-04 2-12 Components List(cont.) 1 8-1-05 System Checkout After Installation Chapter 3-System Design Model MCH3/NMCH3- 3-1 Nozzle Coverage and Placement 3 8-1-05 Mechanical Control Head Duct Protection 4-14 Model ECH3-24/120 3 8-1-05 Electrical Control Head 3-2 Modularizing Duct 2 4-1-04 3-3 Transition Ducts 2 4-1-04 4-15 Enclosure Installation instructions 2 4-1-04 Electrostatic Precipitator Enclosure Mounting Plenum Protection Fusible Link Detector Installation 3-4 Appliance Protection 2 4-1-04 4-16 Setting the EN-MCU3 3 8-1-05 Design Chart Remote Pull Station Installation 3-5 Fryers 3 8-1-05 Gas Shut-off Valve Installation Range (Small) 4-17 Micro Switch Installation 1 4-1-04 3-6 High-Proximity Backsheif 3 8-1-05 Cylinder Installation 3-7 Range(Large) 2 4-1-04 Single Cylinder Installation 3-8 Small Wok 2 4-1-04 Multiple Cylinder Installation 3-9 Large Wok 2 4-1-04 4-18 System Checkout After Installation 3 8-1-05 Small Griddle 3-10 Large Griddle 2 4-1-04 Radiant Char-Broiler ULEX 3830 t PN551274(3) August 1,2005 . indicates revised information. REV.3 a Indicates no change to taxt-change in page sequence only. Chapter 1 —General Information Page 1-1 REV.3 CHAPTER 1 GENERAL INFORMATION INTRODUCTION Temperature Limitations The PYRO-CHEMe KITCHEN KNIGHTe If Restaurant Fire The operating temperature range of the PYRO-CHEM Suppression System is of the pre-engineered type as KITCHEN KNIGHT It System is 32° F. (0° C.)minimum to defined by NFPA-17A Standard for Wet Chemical 120° F. (49° C.) maximum. Extinguishing Systems and NFPA-96 Standard for the Installation of Equipment for the Removal of Smoke and UL Listing Grease-Laden Vapors from Commercial Cooking Equipment. The system is designed to provide fire protection for restau- The PYRO-CHEM KITCHEN KNIGHT It Restaurant Fire rant cooking appliances, hoods, and ducts. Installation and Suppression System has been tested to the UL Standard for maintenance of the system must conform to the limitations Fire Extinguishing Systems For Protection of Restaurant detailed in this manual and be performed by an Authorized Cookina Areas. UL300 and Listed by Underwriters PYRO-CHEM KITCHEN KNIGHT 11 dealer. -------- - -- - Laboratories,.Inc,..----_.--._.__.._.__.__ -._-- --. The PYRO-CHEM KITCHEN KNIGHT II System utilizes a wet chemical agent specifically designed to suppress restau- ULC Listing rant cooking area fires. The system provides automatic actu- ation and can be manually actuated through a remote The PYRO-CHEM KITCHEN KNIGHT If Restaurant Fire mechanical pull station. Upon actuation,the system Suppression System is listed by Underwriters Laboratories discharges a pre-determined amount of agent to the duct, of Canada(ULC).The ULC Listing No.is CEX812. plenum, and cooking appliances. The agent acts to suppress fires in three ways: MEA Approval 1. The chemical chain reaction causing combustion is inter- The PYRO-CHEM KITCHEN KNIGHT ii Restaurant Fire rupted by both the agent itself and the resulting steam Suppression System has been approved for use by MEA formation. (Material and Equipment Acceptance Division)for New'York 2. The agent cools the fire bringing it below auto-ignition City.The MEA Certification No. is 91-99E-Vol. 11. temperature. 3. The agent reacts with hot grease forming a soap-like, layer(saponification)that helps prevent the escape of combustible vapors, thus preventing re-ignition. The shutdown of all sources of fuel and electric power that produce heat to all equipment protected by the system is '-required upon system actuation. It is recommended that Imake up or supply air fans, integral to the exhaust hood(s) being protected, should be shut down upon system actua- tion. Exhaust fan(s) in the ventilation system should remain on during system discharge as they assist the dispersion of chemical through the ventilating system. The system is UL Listed with or without exhaust fan shutdown. The KITCHEN KNIGHT II and the KITCHEN KNIGHT Restaurant Fire Suppression System are compatible as long as separate installation guidelines are followed per each system design manual. Exception: The actuation limitations for the KITCHEN KNIGHT 11 system may be utilized for the KITCHEN KNIGHT system.Also, control heads, prior to Model No. 3, may be utilized on KITCHEN KNIGHT II systems, provided that the limitations used with those control heads are followed. ULEX,3830 PN551274(3) August 1,2005 Chapter 2-Components Page 2-1 REV.3 CHAPTER II ,COMPONENTS CYLINDERS & VALVE The PYRO-CHEM KITCHEN KNIGHT II System has available ►four different size cylinders;Models PCL-160(PIN 553163), I �„ PCL-300(PIN 551194), PCL-460(PIN 551193), and PCL-600 , (PIN 551196).Cylinder sizes are expressed in terms of extin- guishing agent capacity(i.e.,the PCL-300 uses 3.0 gallons (11.4 L)of extinguishing agent).The cylinder is manufactured, ,-tested,and meets DOT requirements. Cylinders come pre- f' " filled with extinguishing agent and are charged with dry nitro- / - - - WT gen to a pressure of 225 psig @ 70°F(15.5 bar @ 21 °C). Cylinder and valve assembly dimensions are shown in Figure 2-1 a. " t__.. -_............ ..:.._ Figure 2-1b. Wet Valve Cross Section. ODC12PC INET VALVE REBUILDING D s EQUIPMENT Wet Valve Seal Rebuilding Kit (P/N 550698) A I After system discharge, the valve assembly must be rebuilt to -} ensure proper future operation.The Wet Valve Seal Rebuild- Max. ing Kit(PIN 550698)should be used. It includes all compo- Max.B C D Flow Weight Mounting vents necessary to properly rebuild the valve. See Figure Model in. in. in. in. Point lbs. Bracket 2-2a. No. (cm) (cm) (cm) (cm) Capacity (kg) Used ► PCL-160 7.00 19.62 25.37 17.31 5 33 MB-15 2 4 3 ► (17.8} (49.8 (64.4} (43.9) (15) PCL-300 8.00 25.06 30.81 22.75 10 53 MB-15 (20.3) (63.7 (78.3) (57.8) (24) PCL-460 10.00 25.06 30.81 22.75 15 83 MB-15 25.4) (63.7) (78.3) (57.8) PCL-600 10.00 35.81 41.56 33.50 20 108 MB-1 6 (25.4) (91) (105.4) (85.1) (48.9) Figure 2-1a..Cylinder and Valve Assemblies.. 002MiPC All cylinders utilize the same wet valve assembly(PIN 551175).The wet valve assembly is a pressure sealed poppet type valve designed to provide rapid actuation and Figure 2-2a.Wet Valve Seal Rebuilding Kit. discharge of agent. See Figure 2.1b. 0=06PC Item Part No. Description Item Part No. Description Item Part Number Description 1 Valve Body 8 550386 Shrader Valve 1 550705 Conical Spring 2 550705 Conical Spring Ass'y . 2 550716 Neck O-Ring 3 550707 Piston 9 550714 Valve Cap O-Ring 3 550028 Stem O-Ring 10 550715 Piston O-Rin 4 550715 Piston O-Ring 4 550716 Neck 0-Ring g 5 550989 Valve Stem 5 551236 Pressure Gauge 11 550989 Valve Stem 6 55Q714 Valve Cap O-Ring 6 550028 Stem O-Ring 12 551256 Pressure 7 55OB02 Wet Valve Regulator Adaptor 13 551261 Seal 14 17851 6-32x318 Screw ULEX 3830 PN551274(3) August 1,2005 1 1 , Chapter 2—Components Page 2-3 REV. 1 CAUTION MODEL ECH3 - ELECTRIC Precautions must be taken when handling and trans- CONTROL HEAD ferring wet agents as they are caustic in nature. The Model ECH3 electric control head is an electrically oper- Goggles must be worn at all times, if any agent gets ated control head which can be connected to the PCL- into the eyes,they should be flushed with clean water 300/4601600 cylinder valve.This control head will support an for 15 minutes and a physician contacted. If any agent electric thermal detection system,a remote mechanical pull contacts the skin, it should be flushed with cold water station (Model RPS-M), and an electric gas shut-off valve. It to prevent irritation.The agent is electrically conduc- 'will not support a fusible link detection system.A micro elec- tive. Care must be taken to thoroughly clean up any tric switch (Model MS-DPDT)is included.The Model ECH3 agent discharged around electrical appliances before control head is available in both 120 VAC(Model ECH3-120, turning the power on. PIN 551202)and 24 VDC(Model ECH3-24, PIN 551201). It is equipped with a local manual control handle that allows After system discharge, agent must be cleaned up immedi- for mechanical system actuation. Operation of the local ately with hot, soapy water to prevent corrosion of effected manual control requires removing the pull pin and rotating surfaces. the handle clockwise.The Model ECH3 control head can ► actuate a maximum of five (5)cylinders-_with..the..1.6_gram.- - v Cot cartiidge.See Figure 2-5. MODEL MCH3- MECHANICAL CONTROL HEAD (P/N 551200) IMODEL ECH3 CONTROL HEAD The Model MCH3 mechanical control head is a fully —a mechanical control head which can be connected to the "`1 FK WA NAMA PCL-3001460/600 cylinder valve.This control head will TO MUM FW support a fusible link detection system, a remote mechanical pull station (Model RPS-M), and a mechanical or electric gas .shut-off valve.A micro electric switch (Model MS-SPDT, MS- c o DPDT, MS-3PDT, or MS-4PDT)can be ordered separately and field installed. It is equipped with a local manual control handle that allows for mechanical system actuation. Figure 2-5. Electric Control Head. Operation of the local manual control requires removing the W478OPC pull pin and rotating the handle clockwise. The Model MCH3 ►control head can actuate a maximum of five(5)cylinders MODEL NMCH3 - MECHANICAL ►with the 16 gram CO2 cartridge. See Figure 2-4. CONTROL HEAD (P/N 551203) C O The Model NMCH3 Mechanical Control Head is a fully MODEL MCH3 CONTROL HEAD mechanical control head which can be connected to the PCL-3001460/600 cylinder valve.This control head will support a fusible link detection system,a remote mechanical 7C R!GlASE I'9lu pull station (Model RPS-M),and a mechanical or electric gas • shut-off valve.A micro electrical switch (Model MS-SPDT, MS-DPDT, MS-3PDT, or MS-4PDT)can be ordered sepa- IMIWIETIE WI MI 14N, 0 o rately and field installed. There is no local manual actuation for the Model NMCH. The Model NMCH3 control head can ►actuate a maximum of five(5)cylinders with the 16 gram Figure 2-4. Mechanical Control Head. CO2 cartridge. 00479OPC d � MODEL NMCH3 CONTROL HEAD FME "M i 0r."U'To IM", (Lh , Figure 2-5.1. Mechanical Control Head. y Mown ULEX 3830 PN551274(2) April 1,2004 Chapter 2—Components Page 2-5 REV.2 DETECTION EQUIPMENT ► Mode{ FLH-1 (PIN 550876) (PIN 550131 The Model FLH-1 fusible link hanger is an accessory ,-Model FLK- ( ) designed to simplify the installation of fusible links in the fusible link line. It can be used with the Model FLK-1 fusible The Model FLK-1 fusible link kit includes a 10 in. (25.4 cm) link kit(kits must be ordered separately).The Fusible Link ►steel bracket,two(2) 1/2 in. EMT connectors,two (2)cable Hanger makes it possible to install fusible links without crimps,and two(2)"S"hooks. Fusible links must be ordered cutting and crimping loops in the fusible link line for each ►separately. See Figure 2-9a. link. They are available in packages of 25(FLH-25) only. ► See Figure 2-9b. ►Model FLK-1A (PIN 550132) The Model FLK-1A fusible link kit includes an 8 in. (20.3 cm) steel bracket, two(2) 1/2 in. EMT connectors,two (2)cable crimps,and two(2)"S"hooks. Fusible links must be ordered ►separately. _._...._._.... ....—_—...._____._____._._- TERMINAL UNK S-H K ► V21N EMT CONNECrCR V16IK STAIMESS STEELCABLE FUSIBLE LINK SERIES UNK CABLE CRIMP Figure 2-9a.Model FLK-1 Fusible Link. W2549PC FUSIBLE LINK Krr. (SOLD SEPARATELY). FUSIBLE LINK (SOLD SEPARATELY) FLH-1 FUSIBLE LINK HANGER Figure 2-9b. Model FLH-1 Fusible Link Hanger. ooiesoPC 4 ULEX 3830 4 PN551274(2) April 1, 2004 Chapter 2—Components Page 2-7 REV.3 GAS SHUT-OFF VALVES Maximum Valve Operating Part Model No. Size Pressure Number GV Mechanical Gas Shut-off Valve EGVSO-75 3!4 in. 50 psi (3.5 bar) 550358 A gas shut-off valve is required on all systems used to EGVSO-100 1 in. 25 psi (3.5 bar) 550359 protect a gas fueled cooking appliance to stop gas flow in EGVSO-125. 1-1/4 in. 25 psi (3.5 bar) 550360 the event of system actuation.A mechanical gas valve can EGVSO-150 1-112 in. 25 psi (3.5 bar) 550361 be used with the Model MCH3 control head. It is connected EGVSO-200 2 in. 25 psi (3.5 bar) 550362 to the system control head by stainless steel cable.This EGVSO-250 2-1/2 in. 25 psi (3.5 bar) 550363 cable is enclosed in 1/2 in. EMT conduit with a comer pulley EGVSO-300, 3 in. 25 psi (3.5 bar) 550385 at each change in direction.The valves are rated for natural and LP gas(see Figure 2-13a). Mechanical gas valves are available in the following sizes: Maximum Valve Operating Part Model No. Size Pressure___ ,._.,. ..__Number___._._....._.___...._..____._.__._.._._______.... �_...__..__.__ ____... .._._., GV-75 314 in. 5 psi (.4 bar) 550593 GV-1 00 1 in. 5 psi (.4 bar) 550594 GV 125 1-1/4 in. 5 psi (.4 bar) 550595 GV-150 1-1/2 in. 5 psi (.4 bar) 550596 GV-200 2 in. 5 psi (.4 bar) 551049 GV-250 2-1/2 in. 5 psi (.4 bar) 550165 Figure 2.13b. Electric Gas Shut-off Valve. GV-300 3 in. 5 psi (.4 bar) 550186 00""PC. Note:A UL Listed manual reset relay is required when using low an electric gas valve. The PYRO-CHEM KITCHEN KNIGHT II Model SM-120 solenoid monitor may be used for this purpose. ° Pym Chant° �"QUIK-SEAL" ADAPTOR GAS VALVE SHUT-OFF The"Quik-Seal"adaptor is a listed mechanical bulkhead fitting that produces a liquid-tight seal around both distribution piping and detection conduit which runs through restaurant hoods and 0 0 01 ducts.The"Quik-Seal"adaptor accepts threaded pipe or conduit The adaptor is available for 3/8 in.and 1/2 in.pipe or conduit sizes.When using with EMT conduit,a conduit connec- rrn tor must be installed in each end of the adaptor.The"Quik- Seal"Adaptor Shipping Assembly can be ordered in single or package of 24. Shipping Assembly . Hole Size Size Part No. Qty. Required 3/8 in. 550857 1 1 1/8 in. Figure 2-13a. GV-Series Mechanical Gas Valve. 1/2 in. 550859 1 1 1/8 in. OO:BS�PC 318 in. 550858 24 1 118 in. 112 in. 550860 24 1 118 in. EGVSO Electric Gas Shut-off Valve A gas shut-off valve is required on all systems used to ADAPTOR BODY protect a gas fueled cooking appliance to stop gas flow in GASKET LOCKWASHER the event of system actuation.A UL Listed electric gas valve can be used with either the Model MCH3 or ECH3 control `~\NUT head.The valves are rated for natural and LP gas.Valves are available in 120 VAC (see Figure 2-13b). Electric gas valves are available in the following sizes: Figure 2-13c. < ULEX 3830 PN551274(3) August 1, 2005 Chapter 2—Components Page 2-9 �+ REV. 1 ELECTRICAL SWITCHES .See NFPA 72, "National Fire Alarm Code," Initiating Devices The electrical switches are intended for use with electric gas I section,for the correct method of wiring connection to the ►Ora alarm panel. valves, alarms, contactors,lights, contractor supplied electric power shut-off devices and other electrical devices that are designed to shut-off or tum on when the system is actuated. MODEL SM-120/24 SOLENOID MONITOR NOTE The Model SM-120/24 solenoid monitor is used in conjunc- tion with the Model ECH3 control head to supervise the control head.All electrical wiring shall exit the control actuation and detection circuits. In the event of a problem in head through the knock-out on the side of the box.All the circuit, a light on the monitor goes out.The Model SM- electrical connections must be made in an approved 120 is used with the Model ECH3-120 control head.The electrical box. Model SM-24(P/N 550303)is used with the Model ECH3-24 control head.Two sets of NO/NC dry contacts are provided. Switches are available in kits: One Switch Kit, Part No. The unit mounts directly to a three gang wall outlet box.The 551154; Two Switch Kit, Part No. 551155; Three Switch Kit, Model SM-120 (PIN 550302)acts as a reset relay when. Part No. 551156, and Four Switch Kit, Part No.551157. used with an electric gas.valve Elect'p. Wring_- 'Mounting...hardware and-12-in. wire assemblies are provided ---fnsfructions are provided in the installation section of this with each kit. Each switch has a set of single-pole, double- manual.See Figure 2-18. throw contacts rated: UUcUL/CSA Rating ENEC Rating m ® m 250 VAC, 21A Resistive IE4T105p Approved MO`�'OW,=W +ar 250 VAC, 2 HP 250V,21A Resistive 125 VAC, 1 HP 8A Motor Load � m e COMMON N.O. (RED) (BLACK) 0 0 N.C. (BROWN) 6 O ► Figure 2-17a. Model MS-SPDT Micro Switch. DOM?. 0 0 0 ►The Alarm initiating Switch Kit, Part No. 550077, can be field mounted within the control head. This switch must be used Figure 2-18. Model SM-24/120 Solenoid Monitor, to close a supervised circuit to the building main fire alarm 00298orc panel when the control head actuates. This action will signal the fire alarm panel that there was a system actuation in the PiPE AND FITTINGS kitchen area.The switch kit contains all necessary mounting components along with a mounting instruction sheet. The Pipe and fittings must be furnished by the installer.Schedule switch is rated 50 mA, 28 VDC. 40 stainless steel,chrome plated,or black pipe and fittings must be used. Galvanized pipe and fittings are not to be used. TOWARD REAR OF SPACER WHEN SPACER AND CONTROLHEAD� SWITCH ARE PROPERLY MOUNTED,THIS DIVIDER MUST BE BETWEEN THE N.Q.AND N.C.TERMINALS \ COM N.O. \ ra `\ �\ N.C. \ ► Figure 2-17b.Alarm Initiating Switch. 004890 + ULEX 3830 PN551274(2) April 1,2004 Chapter 2—Components Page 2-11 REV.1 COMPONENTS LIST MODEL NO. DESCRIPTION PART NO. MODEL NO. DESCRIPTION PART NO. PCL-160 1.6 GALLON CYLINDER ASSEMBLY 553163 EGVSO-75 ELECTRIC GAS SHUT-OFF VALVE 550358 PCL-300 3.0 GALLON CYLINDER ASSEMBLY 551194 3/4 IN. PCL-460 4.6 GALLON CYLINDER ASSEMBLY 551193 EGVSO-100 ELECTRIC GAS SHUT-OFF VALVE 1 IN. 550359 PCL-600 6.0 GALLON CYLINDER ASSEMBLY 551196 EGVSO-125 ELECTRIC GAS SHUT-OFF 550360 PAC-10 PNEUMATIC ACTUATING CYLINDER 550104 VALVE 1-1141N. PCL-300 CANADIAN-3.0 GALLON 551195 EGVSO-150 ELECTRIC GAS SHUT-OFF 550361 CYLINDER ASSEMBLY VALVE 1-1/21N. PCL-460 CANADIAN-4.6 GALLON 551192 EGVSO-200 ELECTRIC GAS SHUT-OFF VALVE 2 IN. 550362 CYLINDER ASSEMBLY EGVSO-250 ELECTRIC GAS SHUT-OFF 550363 PCL-600 CANADIAN-6.0 GALLON 551197 VALVE 2-1/21N. CYLINDER ASSEMBLY EGVSO-300 ELECTRIC GAS SHUT-OFF VALVE 3 IN. 550385 PAC-10 CANADIAN-PNEUMATIC 551125 GV-75 MECHANICAL GAS SHUT-OFF 550593 ACTUATING CYLINDER VALVE 3/4 IN. MB-1 MOUNTING BRACKET(FOR PCL-600) 550053 GV-100 MECHANICAL GAS SHUT-OFF 550594 MB-15 MOUNTING BRACKET 55005.4VALVE 1 IN. FOR-PCL-9001460 GV-125- _ MECHANICAL"GAS-SHUT=OFF-_. 550595 MB-P2 MOUNTING BRACKET 550853 VALVE 1-1/4 IN. (FOR MCH3 ECH3-241120) GV-1 50 MECHANICAL GAS SHUTOFF 550596 MCH3 MECHANICAL CONTROL HEAD 551200 VALVE 1-1/2 IN. NMCH3 MECHANICAL CONTROL HEAD 551203 GV-200 MECHANICAL GAS SHUTOFF 551049 (NO HANDLE) VALVE 2 IN. EN-MCU3 ENCLOSURE(FOR PRIMARY 551208 GV-250 MECHANICAL GAS SHUT-OFF 550185 CYLINDER) VALVE 2-112 IN. EN-S ENCLOSURE(FOR SECONDARY 550966 GV-300 MECHANICAL GAS SHUT-OFF VALVE 550186 CYLINDER) 3 1N. ECH3-24 24VDC ELECTRICAL CONTROL HEAD 551201 MS-SPDT MICRO SWITCH-SINGLE POLE 551154 ECH3-120 120VAC ELECTRICAL CONTROL HEAD 551202 DOUBLE THROW MS-DPDT MICRO SWITCH-DOUBLE POLE 551155 - 8 IN.S.S.ACTUATION HOSE 417582 DOUBLE THROW - - - 16 IN.S.S.ACTUATION HOSE 31809 MS-3PDT MICRO SWITCH-3 POLE DOUBLE 551156 - - 24 IN.S.S.ACTUATION HOSE 32336 THROW - - - 42 IN.S.S.ACTUATION HOSE 430815 MS-4PDT MICRO SWITCH-4 POLE DOUBLE 551157 - - - MALE ELBOW 31810 THROW -- - MALE TEE 31811 - - - ALARM INITIATING SWITCH 550077 - - - MALE STRAIGHT CONNECTOR 32338 CO2-6 6 x CO2 CARTRIDGE(16 GM) 551059 IH WET NOZZLE(PACK OF 10) 551029 - - - O-RING,ACTUATOR ASSEMBLY 55531 1L WET NOZZLE(PACK OF 10) 551026 CBP-1 COMPRESSION BEARING 423250 2H WET NOZZLE(PACK OF 10) 551028 CORNER PULLEY 2L WET NOZZLE(PACK OF 10) 551027 SBP-1 SCREW BEARING CORNER PULLEY 415670 2D WET NOZZLE(PACK OF 10) 551038 WBP-1 WEATHER PROOF BEARING 550982 SWIVEL ADAPTOR(PACK OF 25) 423572 CORNER PULLEY ►- - - RUBBER BLOW-OFF CAPS(PACK OF 12) 550016 TP-1 TEE PULLEY 550166 RPS-M REMOTE MECHANICAL PULL STATION 551074 - -- WET VALVE CAP 550831 FLK-1 10 IN.FUSIBLE LINK BRACKET KIT 550131 - - - CONICAL SPRING(WET VALVE) 550705 FLK-1A 8 IN.FUSIBLE LINK BRACKET KIT 550132 - - - PRESSURE GAUGE(WET VALVE) 551236 FLH-25 25 x FUSIBLE LINK HANGER 550876 - - - PRESSURE REGULATOR ASSEMBLY 550985 FL-165 FUSIBLE LINK 165°F 550368 - - - WET VALVE REBUILDING KIT 550698 FL-212 FUSIBLE LINK 212°F 550365 PRESSURE REGULATOR REBUILD KIT 551061 FL-280 FUSIBLE LINK 280°F 550366 VT-1 VALVE TOOL(WET VALVE) 550788 FL-360 FUSIBLE LINK 360°F 550D09 - - NECK O-RING(WET VALVE) 550716 FL-450 FUSIBLE LINK 450°F 550367 - - - PISTON(WET VALVE) 550707 FL-500 FUSIBLE LINK 500"F 56816 - - - PISTON O-RING(WET VALVE) 550715 SM-24 24VDC SOLENOID MONITOR 550303 - - - VALVE CAP O-RING(WET VALVE) 550714 SM-120 120VAC SOLENOID MONITOR 550302 RL-160 1.6 GALLON RECHARGE 553176 TD-225 THERMAL DETECTOR 225°F13976 RL-300 3.0 GALLON RECHARGE 551188 TD-325 THERMAL DETECTOR 325°F 13975 PCL-300T TEST TANK 550024 TD-450 THERMAL DETECTOR 450°F 13974 PCL- TEST TANK 550902 TD-600 THERMAL DETECTOR 600°F 13971 PCL-600T DT TEST TANK 550901 — — — RUBBER BLOW—OFF CAP 550016 s ULEX 3830 ' PN551274(3) August 1,2005 Chapter 3-System Design Page 3-1 ., REV.3 CHAPTER III SYSTEM DESIGN This chapter will detail the basic information necessary for The nozzle(s)must be installed on the centerline of the duct, proper design of the PYRO-CHEM KITCHEN KNIGHT II with the tip located 0 to 6 in. (15.2 cm)into the opening, and Restaurant Fire Suppression System. However, before aimed directly into the duct opening.See Figure 3-1 a. attempting any installation, it is necessary to attend a. Factory Certification Training Class and become Certified to ►In installations where a UL listed damper assembly is design the PYRO-CHEM KITCHEN KNIGHT II Restaurant employed,the duct nozzle can be installed beyond the 6 in. Fire Suppression System.The chapter is divided into three (15.2 cm)maximum,to a point just beyond the damper (3) sections: assembly that will not interfere with the damper. Exceeding • Nozzle Coverage and Placement the maximum of 6 in. (15.2 cm)in this way will trot void the • Piping Limitations .UL listing of the system. • Detector Requirements Each of these sections must be completed before attempting Any. y._-_stall_ation..-_----_-...---.--._._._.__. NOZZLE COVERAGE AND PLACEMENT � � 0-6 IN. INTO DUCT This section will provide guidelines for determining Houle type, positioning,and quantity for duct, plenum,and aPPli- NOZZLE . ance protection. Duct Protection It is not required that the fan be shut down or the exhaust 1nw duct be dampered for the system to operate properly. — — — — — w -All duct protection is UL listed without limitation of maximum duct length(unlimited length).This includes all varieties of °061 ductworks both horizontal and vertical including ducts that �--to . run at angles to the horizontal and ducts with directional ►bends. L Duct protection requires that a nozzle be positioned to Figure 3-1a. ,-discharge into the duct. Two nozzles are available for duct protection. The Model IL Nozzle, Part No. 551026, is a one(1)flow nozzle.A single IL nozzle is capable of protecting square or rectangular ducts with a maximum perimeter of 50 in. (127 cm),with the diagonal being a maximum of 18 3/4 in. (47.6 cm). it can also protect a round duct with a maximum diameter of 16 in. (40.6 cm). ,-The Model 2D duct nozzle, Part No.551038, is a two (2) flow nozzle.A single 2D nozzle is capable of protecting square or rectangular ducts with a maximum perimeter of ►100 in. (254 cm),with the diagonal being a maximum of ►37 3/8 in. (94.9 cm). It can also protect a round duct with a maximum diameter of 31 7/8 in. (81 cm). When two (2)2D duct nozzles are used to protect a single duct,the cross sectional area of the duct must be divided into two equal symmetrical areas. The nozzle must then be installed on the centerline of the area it protects and aimed directly into the duct opening. ULEX 3830 PN551274(3) August 1,2005 Chapter 3—System Design Page 3-3 REV.2 Transition Ducts—The protection of non-standard ducts c. Multiple risers should be reviewed by the authority having jurisdiction. In cases of multiple rises, each riser is protected as an PYRO-CHEM KITCHEN KNIGHT 11 recommends that transk individual duct. See Figure 3-1e. tion ducts be protected as follows: DUCT a. Transition ducts—larger to smaller In cases where the duct/plenum interface opening is larger than the final exhaust duct, measure the perime- terJdiameter of the duct halfway between the largest a `—DUCT and smallest section(or the average perimeter/diamer. - ter).The nozzle is to be located within 0-6 in. (15.2 cm) 05 of the duct/plenum interface(not at the point where the D0815PC measurement was taken), centered under the final PLENUM ► exhaust duct opening.See Figure 3-1c. ► Figure 3-1e Electrostatic Precipitator—Ducts utilizing electrostatic _ -........--.precipitators-must.be protected above-and-belowtha-unit:' `- - Standard duct nozzles are used in this application. See ► Figure 3-1f. 2D NOZZLE r7L PERIMETER--► — — — — MEASUREMENT 12 WAY INTO PRECIPITATOR TRANSITION 0°°177PC PLENUM 2D NOZZLE ► Figure 3-1c. o�nePc b. Transition ducts—smaller to larger ► Figure 3-1f In cases where the duct/plenum interface opening is smaller than the final exhaust duct,measure the perimeter/diameter of the final exhaust duct.The ' Plenum Protection nozzle(s)is to be located within 0-6 in. (15.2 cm)of the The Model 1 H nozzle, Part No. 551029, is a one(1)flow duct/plenum interface, centered in the opening. See nozzle used for plenum protection.A single 1H nozzle can ► Figure 3-1d. protect a plenum (with single or V bank filters) 10 ft.(3.1 m) long by 4 ft. (1.2 m)wide. Dividing the length into sections PERIMETER—• — —; — — equal to or less than 10 ft. (3.1 m) in length and positioning MEASUREMENT I a nozzle at the start of each section can be done to protect longer plenums. 1 1 1 1 I I o°et7aPc ► C Figure 3-1d A ULEX 3830 PN551274(2) April 1,2004 Chapter 3—System Design Page 3-5 REV.3 1a. Fryers without Drip Board (19 in.x 19 112 in. nozzle must be located anywhere on the perimeter of maximum)(48 x 49.5 cm) the hazard area, 13 in.to 24 in. (33 to 61 cm)above the Two nozzles are available for fryer protection: High prox- cooking surface of the appliance and aimed at the imity and low proximity, center of the cooking area:See Figure 3-36. 2H HIGH The Model 2H nozzle, Part No.551028,is used for high PROXIMITY proximity fryer protection.This nozzle is a two(2)flow �� NOZZLE ED nozzle.The nozzle must be located anywhere within the , I ANYWHERE WITHIN THE perimeter of the hazard area,24 in.to 48 in.(61 to 1222H u i 1 PERIMETER cm)above the cooking surface of the appliance and aimed r 481N. icy j >:41 LOW at the center of the cooking area. See Figure 3-3a. I (,22 cm) i wY i PROXIMITY' � I t i i t NOZZLE The Model 2L nozzle is used for low proximity fryer /� 2L 24 IN. ; 1 ; LOCATED O WHERE protection.This nozzle is a two (2)flow nozzle. The nozzle �I i 1 (et p"1 ON THE must be located anywhere on the perimeter of the r,� 131N , PERIMETER hazard area, 13 in.to 24 in. (33 to 61 cm)above the cook- !�� (33 a„ . Ing surface of the appliance and aimed at the center of the Dom cooking area. See Figure 3-3a. . _ . _. FRYERS WITH 4-. _ .ED_GE OF- DRIP80ARDS 2H HIGH HAZARD PROXIMITY AREA I � __..__..LOCATED AREA oobtterc , i ANYWHERE Figure 3-3b WITHIN THE 2H,2L IPERIMETER 2. Small Range (336 sq.in. (2168 sq. cm) maximum, r` a4V(122 cm) jC `>_PROXIMITY ' 28 in. (71 cm)longest side maximum). Use this when r I + ' LOW L OCATED , ' nozzle is center located. 2LI ON THE i ANYWHERE Two nozzles are available for small range protection: AOW24- PERIMETER High proximity and low proximity. a� 13• (st cm) �, The Model 1 H nozzle,Part No.551029,is used for high i (33 cm) I 1 proximity small range protection.This nozzle is a one(1) FRYERS WITHOUT flow nozzle.When using high proximity protection,the t EDGE OF DRIPBOARDS range cannot be under a backshelf.This nozzle must be OF _ i AREA located on the front/back centerline,of the appliance,40 in. HAZARD to 50 in.(102 to 127 cm)above the cooking surface, and AREA twetterc aimed directly down within the"Nozzle Location Area' Figure 3-3a depending on the size of the hazard area. See"Nozzle 1b. Fryers with Drip Board Placement"chart below.See Figure 34a. The maximum single nozzle protection dimensions ' NOZZLE FLEXIBILITY PLACEMENT CHART(When depend on the dimensions of the fry pot only. using nozzle flexibility,the maximum width that can be protected is 12 in. (31 cm)) For fry pots with maximum dimensions of 18 in. Length—L Width—W Front/Rear (45.7 cm)on the longest side and 324 sq. in. (2090 in. (cm) in. (cm) In.* (cm)* sq, cm)max. area, use overall dimensions of 27 314 in. 12 (31) 12 (31) 8 (20) (70.5 cm)on the longest side and 500 sq. in. (3226 13. (33) 12 (31) 7112 (19) sq. cm)max.area. 14 (36) 12 (31) 7 (18) For fry pots with maximum dimensions exceeding 18 in. 15 (38) 12 (31) 6 112 (17) x 324 sq. in. (2090 sq. cm), but no greater than 19 112 16 (41) 12 (31) 6 (15) in.(49.5 cm)on the longest side and 371 sq.in. (2394 17 (43) 12 (31) 5 112 (14) sq. cm)max area, use overall dimensions of 25 3/8 in. 18 (45) 12 (31) 5 (13) (64.5 cm)on the longest side and 495 sq. in. 19 (48) 12 (31) 4 1/2 (11) (3194 sq. cm)area. 20 (51) 12 (31) 4 (10) Two nozzles are available for fryer protection: High prox- 21 (53) 12 (31) 3 112 (9) imity and low proximity. 22 (56) 12 (31) 3 (8) The Model 2H nozzle, Part No.551028, is used for high 23 (58) 12 (31) 2 1/2 (6) proximity fryer protection.This nozzle is a two(2)flow 24 (61) 12 (31) 2 (5) 401101 nozzle.The nozzle must be located anywhere within the 25 (64) 12 (31) 1 1/2 (4) perimeter of the hazard area, 24 in. to 48 in. (61 to 26 (66) 12 (31) 1 (3) 122 cm)above the cooking surface of the appliance and 27 (69) 12 (31) 112 (1) 28 (71) 12 (31) 0 (0) aimed at the center of the cooking area. See Figure 3-3b. -Distance from centerline,either toward front or toward back,of hazard The Model 2L nozzle is used for low proximity fryer area,starting from the reference point. protection.This nozzle is a two(2)flow nozzle,The ULEX 3830 PN551274(3) August 1,2005 Chapter 3—System Desigr ■ Page 3-i REV.2 ►3. Larger Burner Range(784 sq. in. (5065 sq. cm)maxi- Range Range. ► mum, 28 in. (71 cm)longest side maximum) Length-L Width—W. Radius—R One nozzle is available for large range protection:High in. (cm) in. (cm) in. (cm) 18 (46) 27 (69) 35/8 (9) proximity. 18 (46) 28 (71) 31/6 (8) The Model 2L nozzle,Part No.551027,is used for high 19 (48) 18 (46) 63/4 (17) proximity large range protection.This nozzle is a two(2) 19 (48) 19 (48) 63/8 (16) flow nozzle.When using high proximity protection,the 19 (48) 20 (51) 6 (15) range cannot be under a backshelf.This nozzle must be 19 (48) 21 (53) 55/8 (14) located 34 in.to 48 in.(86 to 122 cm)above the cooking 19 (48) 22 (56) 51/4 (13) surface,and aimed directly down within the mounting area, 19 (48) 23 (58) 47/8 (12) based on the hazard size,as described in the Nozzle 19 (48) 24 (61) 41/2 (11) Positioning Chart.See Figure 3-5. 19 (48) 25. (64) . 41/8 (10) R 19 (48) 26 .(66) 33/4 (9) 19 (48). 27. (69) 3 114 (8) 19 - (48) 28 (71) 2 718 (7) /..` 20 (51) 18 (46) 63/8 (16) 20 20 (51) 20 (51) 5518 (14) 2 20 (51) 21 (53) 51/4 (13) `. 20 (51) 22 (56) 47/8 (12) �` �• �• 20 (51) 23 (58) 41/2 (11) ~'� r 20 (51) 24 (61) 41/8 (10) 20 (51) 25 (64) 33/4 (9) as IN. 45 IN. 20 (51) 26 (66). 33/8 (8) \ (86 cm) (»cm) 20 (51) 27 (69) 3 (7) 2Q (51) 28 (71)' 2518 (6) �. 21 (53) 18 (46) 6 (15) 21 (53) 19 (48) 55/8 (14) 21 (53) 20 (51) 51/4 (13) L 21 (53) 21 (53) 5 (12) Y 21 (53) 22 (56) 45/8 (11) 21 (53) 23 (58) 41/4 (10) 21 (53) 24 (61) 3.718 (10) Figure 3-5. 21 (53) 25 (64) 31/2 (9) Example:A four bumer range has a hazard size of 20 in. 21 (53) 26 (66) 3 118 (8) (51 cm)in length and 27 in.(69 cm)in width. Follow down 21 (53) 27 (69) 2 318 (7) the Range Length column in the Nozzle Positioning Chart 21 (53) 28 (71) 21/4 (6) until you come to 20 in. (51 cm). Continue down this 22 (56) 18 (46) 55/8 (14) column until the correct width appears in the width column. 22 (56) 19 (48) 51/4 (13) When the width of 27 in. (69 cm)is arrived at,read across 22 (56) 20 (51) 47/8 (12) to the radius column to determine the size of radius 22 (56) 21 (53) 4 518 (11) allowed,for positioning of the nozzle,from the hazard area 22 (56) 22 (56) 4 114 (10) centerline. in this example,the correct radius is 3 in.(8 22 (56) 23 (58) 37/8 (10) cm).The nozzle can be aimed straight down anywhere 22 (56) 24 (61) 31/2 (9) within a 3 in. (8 cm)radius of the hazard area centerline. 22 (56) 25 (64) 3 1/8 (8) 22 (56) 26 (66) 23/4 (7) Nozzle Positioning Chart 22 (56)' 27 (69) 23/8 (6) Range Range 22 (56) 28 (71) 2 (5) Length-.L Width—W Radius—R 23 (58) 18 (46) 51/4 (13) in. (cm) in. (cm) in. (cm) 23 (58) 19 (48) 4718 (12) 18 (46) 18 (46) 71/8 (18) 23 (58) 20 (51) 41/2 (11) 18 (46) 19 (48) 63/4 (17) 23 (58) 21 (53) 4 1/4 (10) 18 (46) 20 (51) 6 318 (16) 23 (58) 22 (56) . 37/8 (10) 18 (46) 21 (53) 6 (15) 23 (58) 23 (58) 31/2 (9) 18 (46) 22 (56) 5 518 (14) 23 (58) 24 (61) 3 1/8 (8) 18 (46) 23 (58) 5114 (13) 23 (58) 25 (64) 27/8 (7) 18 (46) 24 (61) 4 314 (12) 23 (58) 26. (65) 2 1/2 (5) 18 (46) 25 (64) 43/8 (11) 23 (58) 27 (69) 2 116 (5) 18 (46) 26 (66) 4 (10) 23 (58) 28 (71) 15/8 (4) ULEX 3830 PN551274(2) April 1,2004 Chapter 3—System Desig ■ Page 3-I REV, 5. Large Wok(Greater than 24 in. to 30 in. (61 to 76 cm) EDGE OF HAZARD AREA diameter x 8 in. (20 cm)depth maximum) NOZZLE(ANY Two nozzles are available for large wok protection: High CORNER) • 112 IN 1(31 cm) proximity and low proximity. The 2H nozzle,Part No. 551028, is used for high prox- 121"' (31 cm) AIM POINT imity wok protection.This nozzle is a two (2)flow nozzle. The nozzle must be located anywhere on the perime- 1H ter of the appliance, 24 in.to 48 in. (61 to 122 cm) above the top edge of the wok and aimed at the center of the wok. See Figure 3-7. The 2L nozzle, Part No. 551027, is used for low proxim- 1H.1L ity wok protection.This nozzle is a two (2)flow nozzle. The nozzle must be located anywhere on the perime- 48 IN, ` % ter of the appliance, 13 in.to 24 In.'(33 to 61 cm)above (122 a^) 1L the top edge of the wok and aimed at the center of the 241N I � �� HAZARD wok. See Figure 3-7. (61 cm) f `�ti SURFACE _ - 10 IN L 12 IN. (31 cm) oosiMrc , �r I Figure 3-8. � I 2H,2L 6a. Small Griddle(1080 sq, in. (6968 sq.cm)x 36 in. ' 48 IN, (91 cm) longest side maximum)Alternate Protection j (122 Two nozzles are available for small griddle alternate ' I 2L protection: High proximity and low proximity. 241N, The 2H nozzle, Part No. 551028, is used for high prox- �,r� (e1 CM) imity griddle protection.This nozzle is a two(2)flow (33 ) nozzle.The nozzle must be located 0 to 6 in. (0 to 15 Cn cm)from short side of the hazard surface, 24 in.to 48 in. (61 to 122 cm)above the cooking surface of the NOZZLE LOCATED ON PERIMETER appliance and aimed at the center of the hazard area. D081"3F'C 30 IN.(76 cm)DIAMETER See Figure 3-8a. MAXIMUM The 2L nozzle, Part No. 551027, is used for low proxim- Figure 3-7. ity griddle protection.This nozzle is a-two(2)flow nozzle.The nozzle must be located 0 to 6 in. (0 to 15 6. Small Griddle (1080 sq, in. (6968 sq. cm)x 36 in, cm)from the short side of the hazard surface, 13 in, to (91 cm)longest side maximum) 24 in. (33 to 61 cm)above the cooking surface of the Two nozzles are available for small griddle protection: appliance and aimed at the center of the hazard area. High proximity and low proximity. See Figure 3-8a. 2H The 1H nozzle, Part No. 551029, is used for high prox- imity griddle protection.This nozzle is a one (1)flow nozzle.The nozzle must be located above any corner �1 of the hazard surface,24 in. to 48 in. (61 to 122 cm) 1 above the cooking surface of the appliance and aimed at 1ti a point 12 in. (31 cm)over and 12 in. (31 cm)in from H�AZ4ROAREA 481N. 2H,2L I4 the corner below the nozzle. See Figure 3-8. (122 The 1L nozzle, Part No. 551026, is used for low proxim- . s w. , )--( s w. ity griddle protection.This nozzle is a one (1)flow 24 IN. nozzle.The nozzle must be located above any corner IK�T4]rNOZZLE 131N. �,�l of the hazard surface, 10 in. to 24 in, (25 to 61 cm) LOCATION (33 cm) above the cooking surface of the appliance and aimed at 112 L zo"` W a point 12 in. 31 cm over and 12 in. (31 cm)in from L� P ( ) I the comer below the nozzle. See Figure 3-8. IIe--1r2 L+I Figura 3-8a. ULEX 3830 PN551274(2) April 1,2004 Chapter 3—System Desigr ■ Page 3-11 REV.2 9. Radiant Char-Broiler(864 sq. in. (2195 sq. cm)'x 36 in. The 2L nozzle, Part No.551027, is used for low proxim- (91 cm)longest side maximum) ity-lava rock char-broiler protection. This nozzle is a two Two nozzles are available for radiant char-broiler protec- (2)flow nozzle.The nozzle must be located anywhere tion: High proximity and low proximity. on the perimeter of the hazard surface, 15 in.to 24 in. (38 to 61 cm)above the cooking surface of the appli- The 2H nozzle,Part No. 551028,is used for high proximity ance and aimed at the center of the broiler surface. See radiant char-broiler protection.This nozzle is a two(2)flow Figure 3-12. nozzle.The nozzle must be located above any comer of 21.NOZZLE LOCATED ANYWHERE WITHIN THE PERIMETER the hazard surface, 36 in.to 48 in. (91 to 122 cm)above 2L FOR HIGH PROXIMITY PROTECTION the cooking surface of the appliance and aimed at the , FONR LO E LOCATED ANYWHERE ON THE PERIMETER center of the broiler surface. See Figure 3-11 a. 2L ' PROXIMITY � PROTECTION EDGE OF 35 IN. �` HAZARD AREA (89 nm) 2L ',1 2H NOZZLE(ANY � `�� ! q \ CORNER) (81 4 ``� 2H ' 15 IN. d (38 an) 48 IN. \ (I LAVA ROCK. - - _._ .... ......._._.-_._........._._-... ...._..-. CHAR BROILER HAZARD AREA _ _ .. EDGE OF Figure 3.12. HIGH PROXIMITY D MUPC RADIANT BROILER 11. Natural Class"A" (Charcoal Char-Broiler 480 sq. in. Figure 3-11a. (3097 sq. cm)x 24 in. (61 cm)longest side maximum) Note: Class"A'(natural)charbro)lers are distinguished The 2L nozzle, Part No.551027, is used for low proximity by the use of charcoal, mesquite chips, chunks, and/or radiant char-broiler protection.This nozzle is a two(2)flow logs that are used for cooking. - nozzle.The nozzle must be located anywhere on the Two nozzles are available for natural charcoal char- perimeter of the hazard surface, 13 in.to 36 in. (33 to 91 cm) broiler protection. High proximity and low proximity.The above the cooking surface of the appliance and aimed at the maximum depth of fuel(charcoal)must not exceed 6 in. center of the broiler surface. See Figure 3-11b. (15 cm). NOZZLE LOCATED ANYWHERE ALONG The 1H nozzle, Part No. 551029, is used for high prox- - 2L RIMETER OF HAZARD imity natural charcoal char-broiler protection.This nozzle AREA is a one (1)flow nozzle.The nozzle must be located r2Lanywhere within the perimeter of the hazard area,24 35 IN I\ ! in. to 35 in. (61 to 89 cm)above the cooking surface of (91 Qn) �� the appliance and aimed at the center of the broiler (33�) surface. See Figure 3-13. The 1L nozzle, Part No. 551026, is used for low proxim- LOW PROXIMITY 0081° ity natural charcoal char-broiler protection. This nozzle is RADIANT BROILER EDGE OF a one (1)flow nozzle.The nozzle must be located HAZARD AREA anywhere on the perimeter of the hazard surface, 15 Figure 3-11b. in.to 24 in. (38 to 61 cm)above the cooking surface of the appliance and aimed at the center of the broiler 10. Lava Rock Char-Broiler(624 sq. in. (4026 sq. cm)x surface. See Figure 3-13. 26 in. (66 cm)longest side maximum) 1H NOZZLE LOCATED ANYWHERE WITHIN THE Note: Synthetic rock charbroilers are distinguished by 1H PERIMETER FOR HIGH PROXIMITY PROTECTION the use of lava, pumice, or synthetic rocks that are used L` IL NOZZLE LOCATED ANYWHERE ON THE PERIMETER for cooking. 1L 1H ` FORLOW PROXIMITY ava rock char-broiler protec- 35 PROTECTION tasCM) 1L One nozzle is available for l `\ ' Von. The 2L nozzle, Part No. 551027, is used for both high proximity and low proximity. (61 =ir ' The 2L nozzle, Part No.551027,is used for high proximity (38 cm) lava rock char-broiler protection.This nozzle is a two(2) ----��--->, flow nozzle.The nozzle must be located anywhere within Fur EL DEPTH MUST NOT NATURAL CHARCOAL MaIPC EXCEED 6 1N.(15 cm) CHAR-BROILER EDGE OF the perimeter of the hazard area,24 in,to 35 in.(61 to 89 HAZARD AREA cm)above the cooking surface of the appliance and aimed Figura 3-13. at the center of the broiler surface.See Figure 3-12. ULEX 3830 PN551274(2) April 1,2004 Chapter 3—System Desig Page 3-1; REV. 14. Chain Broiler(internal chamber 1026 sq. in. 15. Tilt Skillet/Braising Pan (6619 sq. cm)x 38 in. (97 cm)longest side maximum) Protection for tilt skillet or braising pans is to be based One nozzle is available for chain broiler protection. upon the coverage limitations provided for deep fat fryer The 1L nozzle, Part No. 551026, is used for broiler protection. Coverage limitations are based on fryer sizes protection. This nozzle is a one (1)flow nozzle.The including drip boards. Exception;Tilt skillets and braising- nozzle must be located 1 to 3 in. (3 to 8 cm)above the pans may exceed the maximum of 6 sq.ft. (.6 sq. m) surface of the chain, at the front edge of the appliance, total when modularizing.Tilt skillets and braising pans and pointed at the opposite diagonal comer.The nozzle generally utilize a hinged cover. Fryer protection nozzles must be aimed parallel to the chain surface. See Figure are to be placed toward the front of the appliance to 3.16. minimize the potential for the tilt skillet or braising pan cover to interfere with the nozzle discharge. See Figure 3-17. COVER MUST p NOT INTERFERE (AT NOZZLE AIMED WITH NOZZLE PPOSITE DISCHARGEONAL CORNER j 2 FT. _. r .. (.6 m) 1 � • 4 FT . (1.z m) THE NOZZLE IS TO BE PLACED TOWARD THE FRONT OF THE APPLIANCE TO MINIMIZE THE POTENTIAL FOR THE SKILLET OR BRAISING PAN COVER TO INTERFERE WITH THE NOZZLE DISCHARGE. 1-3 N. , (3-6=) COVER MUST ,% J NOT INTERFERE �� / i FOR MINIMUM WITH EDGE OF" ' / AND MAXIMUM DISCHARGE % ! i NOZZLE PATTERN .�� i HEIGHTS,REFER / I TO FRYER NOZZLE �soPC % i PARAMETERS i Figure 3.16. own„ FRYER NOZZLE USED FOR TILT SKILLET OR BRAISING PAN PROTECTION MUST BE POSITIONED NEAR THE FRONT EDGE OF THE PAN AND AIMED AT THE FRONT TO BACK CENTERLINE OF THE PAN.THE DISCHARGE FROM THE NOZZLE(S)MUST COMPLETELY CLEAR THE PAN COVER WITH AN UNOBSTRUCTED VIEW TO THE BACK OF THE PAN. Figure 3-17. ULEX 3830 . PN551274(2) April 1,2004 Chapter 3—System Desigr ° Page 3-15 REV. 2 General Piping Requirements ,1. Split piping and straight piping are both allowed on a PCL-300 and PCL-460 system. SUPPLY PIPE MUST ENTER BULL 2. PCL-600 systems must use split piping only,with SIDE OF'TEE no nozzle located before the split, and with a SPLIT PIPING(REQUIRED maximum of 14 flow points per side. 1/2 in. mini- ON PCL600 SYSTEMS) mum piping must be used up to the first split. 3. Maximum volume for 1/4 in. pipe between a nozzle and the preceding tee is 410 mis. 4. Maximum flow numbers for 1/4 in. pipe is 6. 5. Maximum number of elbows between a nozzle STRAIGHT PIPING and the preceding tee is 5. 6. Maximum of 25 elbows are.aliowed in the total..:._.:-_:: ......... _.-.....__..-_piping system. _ _- -.-___. 7. Maximum difference in elevation between the tank DOB,B,PC outlet and any nozzle,or the tank outlet and the highest or lowest horizontal pipe run, is 10 ft. (3.1 m). Figure 3-18. B. No traps are allowed In the.piping network. Design Steps 9. .Pipe lengths are measured from center to center OOW of fittings. Step No. 1 Determine number of flow points required based on duct size, plenum size and type, and size of 10. The internal equivalent length volume of fittings. ail appliances. does not have to be considered as part of the total Step No.2 Determine size and quantity of tanks required. pipe volume. q Refer to the chart in "General Piping 11.When utilizing different size pipe in the system, the Requirements"to determine the maximum largest size must start first and the additional pipe amount of now numbers allowed per each tank must decrease as it approaches the nozzle. size, 12. Elbow(s)or swivel adaptors located at the nozzles Step No.3 Layout nozzles, piping diagram, and tank loca- do not have to be counted in the 25 elbow maxi- tion. Determine pipe lengths as accurate as mum requirement. possible. Make certain maximum number of elbows is not exceeded. Note:Tanks cannot 13. Reducing bushings are allowed when reducing to be manifoided together. Each tank must a smaller pipe size. have a separate piping network. 14. Additional piping requirements when protecting a Step No.4 Add all the lengths of each pipe run and multi- range,wok, or a fryer, ply by the mis./ft. listed in the Volume Chart. If the sum falls within the acceptable range noted • PCL-300-Minimum of 300 ml and four(4)flow in general Piping Requirements,that pipe size numbers required in total system. Of that mini- is acceptable. if the calculated volume is too mum,239 ml and two(2)flow numbers must be large, recalculate the volume using the ml per utilized at or before the range, wok,or fryer. foot of a smaller pipe size. Pipe sizes can be • PCL-460—Minimum of 660 ml and ten (10)flow mixed but Rule No. 11 of the General Piping numbers required in total system. Of that mini- Requirements must be followed. mum, 180 ml and two (2)flow numbers must be Step No. 5 Check to make certain minimum volumes, maxi- utilized at or before the range, wok, or fryer, mum volumes and maximum volume allowed • PCL-600—Minimum of 960 mi and fourteen(14) between first nozzle and last nozzle is not flow numbers required in total system. Of that exceeded(Tank Chart). Check each rule in minimum, 120 mi and 2 flow numbers must be "General Piping Requirement"to make certain utilized at or before the range,wok, or fryer. none have been exceeded. If any requirement is exceeded, change to a different pipe size and recalculate. ` ULEX 3830 PN551274(2) April 1,2004 Chapter 3—System Design ° Page 3-17 " REV. 1 Step No.4 Total all pipe lengths. Refer to the Volume Refer to Volume Chart. The pipe size chosen is Chart. Chose a given pipe size and multiply the 318 inch.The volume per foot of 318 in. pipe is ml per foot by the total length of all the pipe. If 37.5 mi. Multiply 37.5 by the total pipe length of the sum falls within the acceptable range noted 47.5 ft. in Tank Chart, that pipe size is acceptable. If the calculated volume is too large, recalculate 37.5 ml x 47.5 ft. = 1781 ml total volume the volume using the ml per foot of a smaller The maximum volume allowed for a PCL-300 is pipe size.See Figure 3-21. 1910 ml,therefore, 3/8 in. pipe is acceptable for Add section A B=0'-6"+5'+14'+2'+0'-6"= this system. 22' (.2+1.5+4.3+.6+.2=6.8m) Add section B-C =1'-6"(.5 m) Add section C-D=1'(.3 m) Add section D-E=2'(.6 m) Add.section E-F=0'-6"(.2 m) Add section F-L=3'+ 2'+2"=7'(2.1 m) Add section B-G =0'-6"(.2 m) -Add—section'—C=A'2'+2=41(.1 +:(i=1.2 m) Add section D-1 =2'+2'=4'(.6+.6 = 1.2m) Add section E-J =0'-6"+0'-6"=1'(.3 m) Add section F-K=2'+2'=4'(.6+.6 = 1.2 m) Total length of all pipe=47'-6"(14.5 m) s• 3' r 6' r�F B D 2' 2 1\\\ r c t L G •2- E 2- 2' K s• 2' 74' 2' z' i H G 5' 0 m 0 A s• 006/9�PC ` Figure 3-21. ULEX 3830 PN551274(2) April 1,2004 1, Chapter 3—System Design 00", Page 3-19 REV. 1 DETECTOR PLACEMENT ► Detectors are required over cooking appliances and in the duct(s)of protected ventilation hoods. Detectors shall be located in the plenum area of the ventilation hood. Exhaust Duct(s). Each exhaust duct must have at least one(1)detector installed in the duct entrance, located in the air stream of the i cooking vapors at a maximum of 12 feet(3.7 m)into the ►duct. See Figure 3-23. Figure 3-23a. Cooking Appliance(s). Each cooking appliance with a continuous cooking surface 12 FL(3.7 m) not exceeding 48 in. x 48 in. (122 x 122 cm)shall be MAXIMUM protected by one(1)detector. Cooking appliances with a continuous cooking surface exceeding 48 in.x.48 in. (122 x 122 cm)shall be protected by one(1) detector per 48 in.x 48 in. (122 x,122 cm) cooking area. Detectors used for ►cooking appliances must be located above the protected appliance toward the exhaust duct side of the appliance.The detector should be located in the air stream of the appliance to enhance system response time. Figure 3-23. If a cooking appliance is located under a duct opening where 00aae4Pc a detector has been mounted, it is not necessary to utilize an additional detector provided the duct detector is not more NOTICE than 12 in. (31 cm)into the duct opening. If two(2)appli- When gas appliances are used and the flue gases from ances are located under a duct opening where a detector the burner are exhausted into the duct,the detector must has been mounted, it is not necessary to utilize an additional be kept out of the air stream of these exhaust gases. detector provided the duct detector is not more than 12 in. These gases can be very hot and could actuate the (31 cm)into the duct opening. See Figure 3-24. system unnecessarily. _ Qpct openings that are long and narrow or large enough to require multiple duct nozzles may require additional detectors. OC Electrostatic Precipitator. If an electrostatic precipitator is located at or near the base of the exhaust duct, it is necessary to locate a detector below the precipitator,at the base of the duct,and also locate one in the duct,just above the precipitator.See Figure 3-23a. When installing the detector bracket and system conduit,make APPLIANCE APPLIANCE APPLIANCE APPLIANCE certain they do not interfere with the operation of the COVECO GYRED COVERED COVBERED ►precipitator. DETECTOR DETECTOR DETECTOR DETECTOR A Figure 3-24. Proper Detector Placement. 002243PC ULEX 3830 PN551274(3) August 1,2005 03/02/200b 01 : Z8AM �LS*- QN .44 PLAG Tyw Safety Producrs Tyco Safety roduus [rpoyrcrM One Stanton Street 871 Equestrian Court unit 1A• Merinettq•Wt $4143--25.2 2nd Hoor tFIRE 800-526-1079 Oakville.ON L&6L7Canada 7 Nr732-3465 877-992-6785 905-847-0217 AV Mom -AW Bulletin Number: 2195 Date: February 15, 2005 _ ..._ .. _ .---.AII_KITCHEN.KNIG.HTe..11.Distributors..and.OEM's..._._. .. _:._. .. ._ _._. .___ . .... FROM: Mark Neumann—Marketing Manager, Commercial Suppression SUBJECT. ONE FLOW—50 in. (127 cm) Duct Protection for KITCHEN KNIGHTO II Systems As a result of feedback from you, our distributors and OEM's,we are pleased to announce that we have recently completed testing and now offer UL Lasted, one flow duct protection with the KITCHEN KNIGHT If Restaurant • Fire Suppression System. The 1 L Nozzle(Part No.551026)is capable of protecting square or rectangular ducts with a maximum perimeter of 50 in. (127 cm)',with the longest side being a maximum of 171n. (43.2 cm). It can also protect a round duct with a maximum diameter of 16 in. (40.6 cm). S in addition to the above, the detector placement requirement has been changed to allow the detector to be positioned anywhere within the duct opening. This supercedes the previous requirement where the detector had to be centered in the opening. As always,we thank you for your support of the PYRO-CHEMe line of products; and we will continue efforts to further enhance our products, quality and customer service levels. Questions or comments pertaining to this bulletin may be directed to your U.S. Territory Sales Manager (1-800-PYRO-CHEM), intemational Area Manager, or Technical Services (1-600-526-1079/1-715-732-3456)., i s 3xw N L !►�sl rJ..m:. :s«,::� s � ..�...-.,:.....:scar,^.:�:row^:...:.. .';x .:.s::3::t:: ..,....=.; e..s•u._..r:...�c,;4.i.a......LL. .. .n•� ..:__c:,...�_...__sv..`... _.�Y._.r.,_,:._....�._..- BP250U01 CITY OF ATLANTIC BEACH 6/27/07 Application Tracking Step Selection by Revision 11: 46: 56 Application number . . . . : 07 00000847 Address . . . . . . . . . . : 6003 FLEET LANDING BLVD RE number . . . . . . . . . . - - - Application type . . . . . : COMMERCIAL NEW CONSTRUCTION NCR OLD ACCOUNT NUMBERS . . . Tenant name, number . . . . . Type options, press Enter. 2=Change 4=Delete 5=View 6=Fast log 8=Action log maintenance 9=In/out maint Path ---- Key Dates --- - Review Summary - Opt Agency description Rev Step Req In Est Cmpl Resulted Stat By BUILDING DEPT. A 01 Y 06/18/07 07/06/07 FIRE DEPT. A 01 Y 06/18/07 07/06/07 PLANNING & ZONING A 01 Y 06/18/07 07/06/07 _ PUBLIC UTILITIES A 01 Y 06/21/07 07/06/07 06/21/07 AP LS PUBLIC WORKS A 01 Y 07/25/07 07/06/07 07/25/07 AP LS Bottoms F3=Exit F5=Land inquiry F6=Add F7=Revisions F8=Xisc info inquiry F10 View 2 Fll=Sort by agency F12=Cancel F14=Action log inq F24=Nore keys t Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit #: Property Address: Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: El Single-Family Residence 0 Commercial F-1 Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before Issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works t _ 02 , Public Utilities Building Planning Final Survey with FFE Yes No All Re-Inspect Fees Paid Yes No Termite Treatment Yes No Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit #: Property Address: Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ❑ Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built FIFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works Public Utilities Building Planning Final Survey with FFE Yes No All Re-Inspect Fees Paid Yes No Termite Treatment Yes No Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit #: Property Address: Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ❑ Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works -- Public Utilities Building Planning Final Survey with FFE Yes No All Re-Inspect Fees Paid Yes No Termite Treatment Yes No rS�all�; CITY OF ATLANTIC BEACH PERMIT BUILDING / ZONING DEPARTMENT APPLICATION # 800 Seminole Road L� `} Atlantic Beach,Florida 32233 - -,�, } (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT: j ,,� I Property Address: (d a 03 91vd �� 9 z N PUBLiC WORKS Applicant: (/`//L/ 0 Y N PUBLIC UTILITIES Y N FIRE DEPT_ Project: _C�a �- 'b m n T Y N PUBLIC SAFETY APPROVAL w v 0 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z CC Y N D.E.P HUFSTETLER c7 5 p Y N S.J.R.W.M. CARPER _W Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: ® ® 1 1 ST REV PLANNING ® 1 ® 2ND REV 10 1 BUILDING PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building Department once you have entered your comments into the AS400. BuILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach FL 32233 , Office: (904)247-5826 e Fax: (904)247-5845 Tob Address: 141 M GR..s; t,.Ja. Permit Number: Legal Description AG—212 3-1-2S AMC, 11.14 q GSD 0441R. 64(0-1.l`ho 7 Valuation of Work(Replacement Cost) $ ■ Class of Work(Circle one): New Addition Alteration Repair Move ■ Use of existing/proposed structure( Circle one): Commercial Residential ■ If an existing structure, is a fire spr' er system installed? (Circle one): Yes No N/A • Is approval of homeowner's association or other private entity required?(Circle one): Yes No Describe in detail the type of work to be performed: Property Owner Information NNM eomia01"y CIS �1a� Vame: &-rieaamew F0MWVd „� ,1� c., Address: C VI l,P� abiaH '$rain. -sty Arc LA�� 0,,, boAc" Statel!L•Zip Z�Phone q0j'.a410• Q Contractor Information: ',Tame of Company: Qualifying Agent: FbIW 12M R44i 00S Address: I" ?4.,q'p City C ftjt t State PL Zip Dice Phone qDq-M1.441ty Job Site/Contact Number_!Kq&Aq1,401t State Certification/Registration# .-&dC,t30(,PIq Office Fax qW-241.4,7 4rchitect Name &Phone# Engineer's Name &Phone# 4pplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or r'nstallation has corflmenced prior to the issuance of a permit and that all work will be performed to meet the standards of all !aws regulating contructioaa.an this jurisdiction. This permit be null and void work is not commencedWterwork ithin six(6) onths, or f constiacction or work is suspended or abandoned for a period of six (6) months at any time as�ommence un rstand thatseparate ppermitsmustbe secured forElectrcalWork, Plumbing, Sgns, lls,PooCs, Furnaces,Poilea°s,: eaters, �'arzks and�4ir Conditioazers, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY MSULT IN YOI:FR 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 COM 1ENCEMENT. thereby certify that I have read and examined this application and know the same to be true and correct. All provisions of haws and ordinances goner th' rye of work will be complied with whether specified he 'n or not. The granting o_f a ser licit eves not pr presume t g ' 't, oriPy' to violate 0- cancel the provisions of 1Z12V Ot .er ederal, state, Or IOCa aIN "egulating Construction or, a mance Of Construction. signature of Property Owner: Signature of Cann actor-`' lus 1ni°atid subDa f s ribed before nae Swornhand subsc ib before e ' y this jay Day ofwKet Votary Public: ey Brooks Notary Public: ., 'r MYCOMMISSION# D0240262 EXPIRES NIYCOMMISSION#E DD240262 EXPIRES WISED 03.05.07 „5;: August 11,2007 Aust 1 t,2001 h� i„` BONDED TMU TROY FAIN INSURANCE,INC �r BONDED TNRU TROY FAIN INSURANCE,INC CITY ®F ATLANTIC BEACH PERMIT sJ BUILDING /ZONING DEPARTMENT APPLICATION # 'vr 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (J O (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT: Y N PLANNING Property Address: �a 03 6/ glLind/m b,�31vd z Y N BUILDING = Y N PUBLIC WORKS ��rr Applicant: P l ' 0 Y N PUBLIC UTILITIES �l;S �"� Y N FIRE DEPT. Project: � 14.4� � lWT M f n 7' Y N PUBLIC SAFETY 3uj/df;75 Cn APPROVAL w v Q REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z_� Y N D.E.P HUFSTET ¢� �a Y N S.J.R.W.M. _ Y N ARMY CORPS of ENG t- O Y N HOTELS&RESAU CIRCLE ONE: SITE BUILDI DTE: fob w/s PLANNING • ® 2ND RE BUILDING PUBLIC WORKS IC UTILITIES PUBLIC SAFETY ® ® 3RD REV Return this form to the Building Department once you have entered your comments into the AS400. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach FL 32233 247 r+' Office: (904)247-5826 • Fax: (904) -5845 fob Address: j Q g M Permit Number: U Q p 7 Legal Description 6q-212 31-2S Z9 11.1 R q mu.-ows. gartioT 5,/b PS"LCT 1 swo-1.191e-I Valuation of Work(Replacement Cost) 11q ■ Class of WorkCircle one): New Addition Alteration Repair Move ■ Use of existing/proposed structures)(Circle one): Commercial Residential ■ If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N/A Is approval of homeowner's association or other private entity required? (Circle one): Yes No Describe in detail the type of work to be performed: Q/l7th,,TVT QRZ/�c �n (�;7^rA Propert-y Owner Information I�N+Pri.C+�tti�W i►1r1 O�R� Vame: riP�3r#t�n►r >� igj��s.1G. Address: 1L1 MY t+rn .t,i C. B6AIC� Statefi.Zip 2 ? Phone q Q • ylo Contractor Information: \Tame of Company: �UC-Y7 °n..[• mrZr�.�caDS Qualifying Agent: C� kddress:A4 94WIi City1GPAVC}t State F1, —Zip 5AM3 _ Dffice Pliane RDW•a,F 1-441lo Job Site/Contact Number 4015 State Certification/Registration# Office Fax# X17 4rchitect Name &Phone# Engineer's Name &Phone# 4pplication is herby made to obtain a permit to do the work and installations as iiadicated. I certify that no work or installation has cortt7nenced rior to the issuance oof a ermit and that all workwill be erformed to meetthe standards of all taws regulating con,;,truction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) ,nonths, or i cons6iction or work is suspended or abandoned for a period of six (6) months at any time after work is ,-oinmenced. I un44firstand that separate permits must be secured for Electrical Work, Plumbing, Signs, yells,..fools, Furnaces, boilers,:d eaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU FR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OB'T'AIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. thereby certify that I have read and examined this application and know the same to be true and correct. All provisions of taws and ordinances gover th' type of work will be complied with whether specified he or not. The granting lqf a ieriitit eves not pr es ume t g ' ,t orifi, to violate or cancel the provisions �f ai2V of .erg ederal, state, or local law regulating construction or e mance of construction. ' >ignature of Property Owner: Signature of Contractor:i Sworn o and subs ribed before nae �,,��,,,, 5woiv,t�and subsc ib '''before his �f'i Day of t�Tisle Day of `((��'� Votary Public: dipNotary Public: MY COMMISSION#E DD240262 EXPIRES MY COMMi$SION# DD240261 EXPIRES August 11,2007 : Pt August 11,2007 ..'' BONDED THRU TROY PAIN MISURANCF INC BONDED THRU TROY FAIN INSURANCE,INC .tEVISED 03.05.07 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET "' SJ Dater/ Address SPECIAL NOTES /l WATER IMPACT FEE $ 7 L x 3 X tP SEWER IMPACT FEE $ X 3 WATER METER/TAP $ /" XLA CAPITAL IMPROVEMENT$X 3 SEWER TAP $ SECTION H PAVING ( ) $ V , , 1 mpe-c,4 06v Ad I U/) CROSS CONNECTION $ o2OU OTHER $ GRAND TOTAL $ ✓� �� 47 I,Y LJ.'y y WATER IMPACT FEE WORKSHEET ADDRESS: D RAI NAGE FIXTURE UN17 FIXTURE TYPE VALUE AS LOAD FOM RES UNfTS Automatic ciothes washers commercial, 3 Automatic cibthes washers, residential 2 Bathroom group consisting of water cioset, lavatory, Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whidpooi 2 2� attachments Bidet 2 Combination sink and tray 2 Dental lavatory Dishwashing machine, domesi c 2 Drinking fountain/fcamaker h t Floor drains 2 j$ Hose bib Kitchen sink, domestic 2 Kitchen.sink, domestfcwit food waste grinder and/or washer 2 3 Laundry tray (1 o(2 compartments) 2 Lavatory1 Shower com wtnent domestic 2 v Sink 2 Urinal 4 Urinal, i galion per flush or less ' '2 Wash sink circular or mdd le each set of faucets 2 Water closet,flushometer tank, p6blic or privale 4 Water dosat, private Installation 4 Water closet, pubnc installation 6 TOTAL NUMBER OF UMTS. 37 MULTIPUED X 20 TOTAL$ p Date: (P1 Initials:Utilities— Distribution & Collection If Project Name/Address: /�D �,� -� ,�v 4. Application/Permit#: Check Box Application Tracking Comments To Add D ' Comment P Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247- ❑ 5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ❑ A sewer cleanout must be installed at the property line. Cleanout must be covered with ❑ an RTI concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested ❑ by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate ❑ backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow requirements. At a minimum, will require double check backflow preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must Cl be installed in a vault as noted in 3EA specifications. El El El F:\P1anReviewComments-PU.doc BP250U01 CITY OF ATLANTIC BEACH 6/26/07 Application Tracking Step Selection by Revision 15: 57 :26 Application number . . . . : 07 00000847 Address . . . . . . . . . . : 6003 FLEET LANDING BLVD RE number . . . . . . . . . . - - - Application type . . . . . : COMMERCIAL NEW CONSTRUCTION NCR OLD ACCOUNT NUMBERS . . . Tenant name, number . . . . . Type options, press Enter. 2=Change 4=Delete 5=View 6=Fast log 8 Action log maintenance 9=In/out maint Path ---- Key Dates --- - Action Summary - Opt Agency description Rev Step Req In Est Cmpl Last Type By _ BUILDING DEPT. A 01 Y 06/18/07 07/06/07 _ FIRE DEPT. A 01 Y 06/18/07 07/06/07 PLANNING & ZONING A 01 Y 06/18/07 07/06/07 PUBLIC UTILITIES A 01 Y 06/21/07 07/06/07 06/21/07 AP LS PUBLIC WORKS A 01 Y 07/25/07 07/06/07 07/25/07 AP LS Bottom F3=Exit F5=Land inquiry F6=Add F7=Revisions F8=14isc info inquiry F10--View 3 Fil=Sort by agency F12=Cancel F14Action log inq F24=More keys Pagel of 2 Graham Shirley From: Prevention, Fire[FirePrev@coj.net] Sent: Friday,April 20, 2007 8:29 PM To: Building, Dept Cc: Hufstetler, David; Steve@rpcgc.com Subject: RE: Early Power Form Dave, Steve and all, Are these the same units that we did the hydrant flow test several weeks ago? If so, they appeared to be in pretty good shape access wise at that point but if you would like for us to come out and take a look we can try to schedule it for next week. Jacksonville Fire &Rescue Department Fire Prevention Division Plans Review Office (904)255-8562 NOTE__NEW_PHONE_NUMBERI "Fire Prevention is Good Business" From: Graham Shirley [mailto:sgraham@coab.us] On Behalf Of Building, Dept Sent: Friday, April 20, 2007 12:52 PM To: Prevention, Fire Cc: Hufstetler, David; Steve@rpcgc.com Subject: FW: Early Power Form From: Steve Smedley [mailto:Steve@rpcgc.com] Sent: Friday, April 20, 2007 10:24 AM To: Building, Dept Subject: RE: Early Power Form Since these are residential homes, the individual units do not have to be inspected by the Fire Department. But Dave mentioned that he was going to have you notify the Fire Department to do a site access type of inspection. I don't know if there is a specific name for the inspection, but he is thinking they will want to inspect access to the buildings, placement of fire hydrants, space between the buildings etc. Thanks, Steve From: Graham Shirley on behalf of Building, Dept Sent: Fri 4/20/2007 12:13 PM To: Steve Smedley Subject: RE: Early Power Form Do want me to notify The Fire Department to inspect 5801 and 5802 Fleet Landing, I have notified Jea about the early power. SLG 4/23/2007 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD s� ATLANTIC BEACH,FL 32233 e. INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000780 Date 10/07/08 Property Address . . . . . . 6002 FLEET LANDING BLVD Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc new comm center 1200 amps 480 volt ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ AMERICAN ELECTRICAL CONTRACTOR Q/A:GRASS, ROBERT 5065 ST. AUGUSTINE RD. #3 JACKSONVILLE FL 32207 (904) 737-7770 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Expiration Date 4/05/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH O Q v sSy 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 L i OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPTQCOAB.US `` - ��' ELECTRICAL PERMIT APPLICATION DUVAL COUNTY ,Il/f/ter NES PERMIT#: � T A 4 ME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 01 � 8.ADDRESS.: 9.STATE OF FLORIDA LICENSE NO:l'-_I C--V�'/✓ 1 LL PHONE: 1.FAX N0----;7_:- /3 12.EMAIL ADDR�� G��C 13OFIGc F��'/ �✓ �/! c 14. 15.Application is her y made to obtain a permit to do the work and installations as indicated. I certify that all work will b performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work s not co enced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months ny time after w rk is co encs . a CONTRACTORS SIGNATURE: w ❑MULTI FAMILY-#OF UNITS: ❑RESIDENTIAL ❑SINGLE FAMILY ❑TEMP SERVICE COMMERCIAL ❑ADDITION ❑TRAILORi.,.r. : ❑ALTERATION ❑SIGN ❑OLD PNEW 13'05 NATIONAL ELECTRICAL CODE ❑REPAIR ❑POOL/SPA ❑REWIRE ❑OTHER: .i§r,aPx„ .} e, w'v.e»: kr�} r�i 1ro';�,�..€f,r 4e. e9rY 20.TYPE OF SERVICE: ❑OVERHEAD NDERGROUND ❑UNDERGROUND UP POLE 21.NEW SERVICE: CONDUCTORS PER PHASE: '3�2- _ ❑POWER IS ON ❑ 15WER IS OFF 22.SIZE OF CONDUCTOR: 6—Z 5U AMPACITY: 00 ❑COPPER PA6MINUM 23.SWITCH OR BREAKER SIZE: AMPS: LC 0 PH: 3 W: VOLT:_ �.R'o RACEWAY SIZE: /H/ 24.EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25.FEEDERS: #OF—.R_ AMPS: #OF—_/— AMPS:_'z0_0 #OF AMPS: 26.LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: .�7 27.FIXED APPLIANCES: 0-30 AMPS: � _ 31-100 AMPS: OVER 100 AMPS: 28.FIRE ALARM- RYES ❑NO 2971 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30.RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: #OF UNITS: COMP.MOTOR HP RATING:�_ AMPS: (? HEAT KW: rv+v #OF UNITS: COMP.MOTOR HP RATING: AMPS: HEAT KW: NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: UNDER 60OV: NUMBER: _ KVA: OVER 60OV: NUMBER: KVA: DESCRIBE IN DETAIL: COAB FORM BLDG02:REVISED:1/10/2008 HP Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 May 25 2008 3:01 PM Last Transaction Date Time Tvpe Identification Duration Peres Result May 25 3:OOPM Fax Sent 96657372 1:13 2 OK rj r4J`lI j s v` -CITY OF ATLANTIC BEACH ------------------------ SSS 800 SEMINOLE ROAD ' ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 VIM, Application Number . . . . . 06-00033325 Date 6/21/06 Property Address . . . . . . 799 MAY *r0t"RSG Tenant nbr, name . . . . . TEMP POLE CONSTR TRAILER Application description . . . EL CTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------- ---- ------- --- --- ------ ------- ----------- FLEET LANDING BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------------------- - -- --------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 12/21/06 Fee summary Charged Paid Credited Due ------- -- -------- -------- -- ---------- --- ---- --- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 � s la PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. S �jrj�, CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: (� Property Address: �q C + Owner: Telephone#: Contractor. Telephone# � Contractor Address: Fag#: .1i Contractor Signature: In consideration of permit given for doing theas descbld in the above statement, we hereby agree to perform said work in accordance with the attached plans and specific 'ons which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New ❑ Residence Temp. New being done on this building ❑ Old E3 Commercial Signs ✓ ❑ Increase permit number:m ,list the building ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: 00, COPPER El ALUNff SRA reaker AMPS OL10 PH W VOL1�� WAY Ens mg Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches 11 100 AMPS Incandescent Fluorescent & M.V. Fixed 0.100 AWS OVER BELL Appliances TRANSFER Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS LTNDER600V_ nvFuraclV Transformers NO. KVA NO. KVA No.Neonf. Trans Ea.-Sign_ Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• httnJ/www.ci.atlantic-beach.fl_.u_s Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 07-00000848 Date 8/26/08 Property Address . . . . . . 6002 FLEET LANDING BLVD Application type description COMMERCIAL NEW CONSTRUCTION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3534479 ---------------------------------------------------------------------------- Application desc community center ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ R. P. C. GENERAL CONTRACTORS 248 LEVY RD ATLANTIC BEACH FL 32233 (904) 241-4416 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE III-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------------------------------------------------------ ---------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 531 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/22/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE *PROVIDE FINAL ELEVATION CERTIFICATE PRIOR TO C.O. MUST MEET ALL FIRE DEPT. CONDITIONS; CONTACT CAPT. ALVIN FLOYD @ (904) 630-4789 . If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow requirements . At a minimum, will require double check backflow preventer. Sheet FP1 . 0 - Item 10 - What si MIC Risk? Jacksonville Beach Public Works has nothing to do with the water system. --------------------------------------------------------- ------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 531 . 00 531 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 531 . 00 531 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. moi'L`If� CITY OF ATLANTIC BEACH _._.Y_..,...,..I_ ......T......__L....._._I s� 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 07- OFFICE:(904)247-5826•FAX NO.:(904)247-5645 BUILDING-DEPT@COAB.US -El fill MECHANICAL PERMIT APPLICATION DUVAL COUNTY Vit:JOB'ADDRESS...., '..n x .rl °�.. ,s=;iw `.I .,..,. :a', Z 1S.THIS A SUB PERMIT, °,F 'a... ,._ ,., '. :3'DATE .w ....; t:i; Q� �j Atlantic Beach FL 32233 ❑Y S PERMIT M O v�" ��10(} Mw :,, +,. ,.., ..,� s.:+PROPERTY,OWNER: q :;APs ,",I . . .`s.Pxd,, „' 4.NAME: 15.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 4�.. ..'L .., MECHANICAL CQNTiACTOR 7.N© Z CO iV ANY: 8.ADDRESS.: cp�Tois7Z O �o t1ks 1� �L 32 ►6 9.STATE OF FLORIDA LICENSE NO: 10.C LL PHONE: 11.FAX NO.: C D 3 M- -4?- I q 04 72.4-47oa 12.EMAIL ADDRESS: 13.OFFICE PHONE: 14. .i05Ero. c. wplN,�04 JAS, CQ C104-7A-4f6a Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if Construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE:: €s.16::CLA5S OE WORK. ;: 16.BUILDING 4 18i CURRENT CODE r K.. NEW INSTALLATION XNEW ❑ RESIDENTIAL 06 FLORIDA BUILDING CODE ❑REPLACEMENT OF EXISTING SYSTEM ❑EXISTING ��OMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER ` 8�z '�i �_. .. MECIi11CAL'EflUIPMENTTO$EINSTILLD 9 ��„ „.' s °rc Sa+s� fi as. . �... , .�s. ...,. .,,3. v+. ,. .., 19. HEAT: SPACE ❑ RECESSED ❑ CENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM J9 CENTRAL 21. DUCT SYSTEM: MATERIAL: U&r&)NF_Q THICKNESS: 2” MAX CAPACITY: cfm 22. REFRIGERATION: MAX CAPACITY: cfm 23. COOLING TOWER: CAPACITY: gpm 24. FIRE SPRINKLER: . NUMBER OF HEADS: 25. LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27. FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: ° a'SNIA ��3 t,,saa”. .." 'M NT q a a s��x,f c a x E4 s 9 x r i It + e a e,.3 ,- .... '�..°.'. ,•;. .(w.,.AIR GONDITIOIJING'REFRi ERAI(ON` . IPMN>'' O�IDENS R K ETr; NUMBER APPROVING OF UN TS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY W ' SJR �S46 Any, ted 6 wrr i HEATINGEQU,IP IENj i,� . :— ' FURNACES' BOILS S�F�IREPLACES''AIR'HA DLERS ETC: OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY 33.ITANKS -„s,,:� ,, r....:, , ....<,:a01- 1 k,t jig a.;..,r, NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY COAB FORM BLDG03:REVISED:8/13/2007 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001296 Date 10/01/08 Property Address . . . . . . 6002 FLEET LANDING BLVD Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc FIRE ALARM ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ w.w. GAY FIRE PROTECTION 522 STOCKTON STREET JACKSONVILLE FL 32204 (904) 387-7973 ---------------------------------------------------------------------------- Permit FIRE SPRINKLER Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/01/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 09/04/2008 THU 16: 33 FAX 2001/009 l f , I MCVEIGH&.MANGUM E N G I N E E R I N G - I N C THRESHOLD REPORT T. PROJECT: The Palms at.Fleet Landing OWNER: Naval Continuing Care Retirement Community Center Foundation,Inc. MME PROJECT No.: 08013 LOCATION: Atlantic Beach,Florida ARCHITECT: Michael Glenn Hull Noelker and Hull Associates,Inc. PERMIT No. 07-00000848 ENGINEER of Brian R.Abel,P.E. RECORD: ABEL Consulting Engineers REPORT No.: 38 CONTRACTOR: RPC General Contractors,Inc. INSPECTION: PERSONNEL PRESENT: DATE: September 2,2008 Bobby Haines—McVeigh&Mangum TIME: 2:00 pm to 3:00 pm Steve Smedley—RPC WEATHER CONDITIONS: 80 Ft,sunny t< GENERAL PROJECT PROGRESS&OBSERVED WORK IN PROGRESS: • Lt.Ga.truss bracing was installed throughout the building. • Lt.Ga.trusses were erected throughout the building. • MEP work was in progress—truss cat walks were being constructed throughout building. t:. WORK OBSERVED: • Lateral truss bracing was observed per shop drawings. • Truss connections and piggy back connections were observed. 4 DEVIATIONS/DEFICIENCES OBSERVED&RECOMMENDED CORRECTIVE ACTION: 38-1 Truss web bracing was not in place per LT.GA shop drawings. Contractor to clarify the bracing requirements with LT GA.Engineer. STATUS OF CORRECTIVE ITEMS OR DEVIATIONS PREVIOUSLY REPORTED: ;• REPORT&ITEM NUMBER CORRECTIVE ACTION COMPLETED(X) :. 32-2 Further action may be taken upon direction from the Engineer of Record. R` 36-1 Drag struts were fastened to steel structure per shop drawings and revised X ^ details. - • STRUCTURAL • MECHANICAL • ELECTRICAL • PLUMBING • FIRE PROTECTION • TECHNOLOGY 9133 R.G. Skinner Parkway • Jacksonville, Florida 32256 1904) 483-5200 Pax 19041 636-6770 mail@mcveighmangum.com G,. Yt 09/04/2008 THU 16: 35 FAX 2009/009 • i 1 i 1 THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG 36-1 Light gage trusses at drag strut locations were Welds must be provided per 7/21/2008 9/2/2008 not welded at each panel point. drawings. Connections will be observed upon completion. Report#37:Drag strut was connected per revised attachment detail(see attached)along gridline R. Drag struts along gridline 21 were fastened to the structural steel with PDF's at 6" on center per the attached detail. Vertical attachments required at each vertical web member were not in place at the time of site visit. Connections shall be observed upon completion. Report#38:Drag struts were fastened to steel structure per shop drawings and revised 36-2 Two(2)truss girder connections(type 1)were Welds must be added so that 10" 7/21/2008 8/19/2008 not properly installed at the beam at gridline of the weld is present per the shop L. drawings. Connections will be observed upon completion. Report#37:Trusses were fastened to the steel beam per the attached revised detail(R6). 36-3 W diameter anchor bolts were not in place at Anchor bolts must be installed as 7/21/2008 8/19/2008 the window jams along gridline A between 10 required. Connections will be & 13 and along gridline 13 between A&D. observed upon completion. Report#37:Bolts were in place per the structural drawings. 364 Various screws and PDF's were missing at Necessary fasteners must be 7/21/2008 7/21/2008 hold down clips throughout the roof area. added. Screws and PDF's were added as required during the site visit. 36-5 Moment welds and framing at the canopy Welds and framing must be 7/21/2008 8/19/2008 drive through were not in place. placed per T5120.66 and T5120.67. Welds and framing shall be observed upon completion.Report#37: Moment connections and steel framing were in place per T5120.66 and T5120.67. s Supplemental Information or direction is provided iri the noted reports Page 8 of8 woos%awt>\re..muRq. %aariarct y.i. 09/04/2008 THU 16: 35 FAX 14008/009 i i i i I THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG i 32-1 Anchor bolts not high enough at 4 column Contractor to obtain written 5/21/2008 6/2/2008 locations(L8,P11,R16&D10), correction from the Engineer of Record and repair the anchor bolts as required. Anchor bolts shalt be corrected per written direction from the Engineer of Record and observed upon ! completion.Report#34:Anchor bolts were installed per the Engineer of Record at locations svecified. 32-2 Upon casting the second floor deck,W 12x14 Contractor to notify the Engineer 5/21/2008 composite beams between A&D and 5&13 of Record and obtain written appear to have deflected up to 1"below level direction of appropriate action. and show signs of lateral warping. Further action may be taken upon direction from the Engineer of Record. 33-1 Masonry vertical steel was not in place per the Steel must be placed and tied per 5/27/2008 5/27/2008 structural drawings. Steel was not properly the drawings. The Contractor secured at the exterior wall locations. was notified and the steel was placed and tial per the drawings. 34-1 Masonry reinforcing was not tied at 10"wall. Masonry must be secured in place 6/2/2008 6/2/2008 with reinforcing on each face. Masonry reinforcing was tied during the site visit. 35-1 Deficient welds are described in the weld Contractor to convect welds and 6/12/2008 7/21/2008 inspection report. have them re-observed by Ellis& Associates. Weld report with corrected welds shall be observed upon completion.Report#36: Deficient welds were corrected per Ellis&Associates reports. i i i j *Supplemental Information or direction is provided in the noted reports Page 7 of x�aoas�aoum�.�.taw�e wnt cocr�r. 09/04/2008 THU 16: 35 FAX 2007/009 f i THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG 29-2 o documentation was observed for deck Contractor to obtain written letter 5/15/2008 5/19/2008 [attachment to steel. The deck wasattached from the Engineer of Record ith 5/8"puddle welds at every flute and 2- verifying attachment.Report 10 sidelap screws per span. #31:Received written confirmation from the Engineer of Record regarding deck attachment. 29-3 Deck edge angles were not bolted to masonry Contractor to obtain written 5/15/2008 5/19/2008 per 5-CC. correction from the Engineer of Record.Report#31:Engineer of Record verified acceptability of fastening beams to masonry - below slab after deck Bastin 29-4 No studs were called out on W2lx50 along Engineer of Record to verify that 5/15/2008 5/19/2008 gridline 21 between P&R. no studs are required at this location.Report#31:Engineer of Record verified in writing that no studs are required. 29-5 Perimeter studs were welded directly to the The Engineer of Record verbally 5/15/2008 5/19/2008 deck edge angle. indicated that the studs must be welded directly to the beam flanges through the deck edge angles. Perimeter studs shall be re-observed upon proper re- installation.Report#31:New studs were observed at the perimeter beam locations welded directly to the beam flanges through the deck edge angles. 29-6 See attached reports from Ellis&Associates Items 41 &#2 on the 5/9/08 5/15/2008 5/19/2008 dated 5/9/08 and 5/14108. report were corrected(See report dated 5/14/08). Contractor must obtain written direction from the Engineer of Record regarding item#3(see report dated 5/14/08).Report#31:Engineer of Record provided written documentation indicating that no further action was needed for item#3 on Ellis&Associates report dated 5/9/08. 1 f #Supplemental Information or direction is provided in the noted reports Page 6 of 8 %:\2M\0W1ATh..MW"WIICOG t^6'b 09/04/2008 THU 16: 35 FAX ----.._.-----.._............. ._..--..-._._--._.-_._. 2006/009 i i Ile t THRESHOLD INSPECTION ` CONSTRUCTION DEVIATION&CORRECTION LOG r� 24-2 Exterior wall along gridline J does not have Nall must have 1#5 E.F.at 8"on 4/22/2008 4/23/2008 irequired reinforcing. center per structural plan notes. Contractor was notified and correct reinforcement will be observed upon completion. Report#25:Additional steel was added per structural plan notes. 24-3 Reinforcement did not have sufficient lap Lap lengths must be provided per 4/22/2008 4/23/2008 lengths per structural detail T4230'.03. T4230,03. Correct laps will be observed upon completion. Report#25:Lap lengths were correct at rebar locations. 27-1 Columns at gridlines U25,U28,G028,1314, Nuts must be installed per 4/30/2008 5/21/2008 HH4,FF4&V 1 were missing 1 nut. structural drawings. Nuts shall be observed upon installation. Report#28:Columns at gridlines FF4,V 1,HH4,JJ 14,U25 and U27 had proper amount of bolts. Column at GG28 was removed at time of observation. It shall be observed upon re-inspection. Report#32:Column was in place with all 4 nuts properly fastened. 27-2 Column at GG32 has 2 nuts with only 50016 Contractor must notify the 4/30/2008 6/2/2008 thread installation. Engineer of Record and obtain written direction for acceptable field fix and/or modification. Column will be observed upon completion of required modification specified by Engineer of Record.Report#34: Additional bolts were installed per the Engineer of Record at s ecified location 29-1 #4 top steel across steel girders was not Steel must be chaired so that it 5/15/2008 5/16/2008 chaired up per T5120.12. rests in the top portion of concrete.Report#30: Reinforcing steel was raised to the top of the concrete deck per the structural drawings with plastic chairs at all girder locations. I r 'Supplemental Information or ' direction is pmrided in the noted reports Page ti k 09/04/2008 THU 16: 34 FAX 12005/009 j - -_.__._.- _.__.. i THRESHOLD INSPECTION ? CONSTRUCTION DEVIATION&CORRECTION LOG 19-2 Tum down edges at various locations were Turn down edges must be 3/27/2008 3/28/2008 i not fully clean. sufficiently cleaned out. Turn down edges will be observed for cleanliness at next visit.Report 20:Tum down edges were moperly cleaned out. 19-3 Vapor barrier at construction joint was not Vapor barrier must be taped or 3/27/2008 3/28/2008 lapped per drawings. lapped. Vapor barrier repair will be observed upon next site visit. Report#20:Vapor barrier was patched and repaired at required locations. 22-1 Columns did not have all four anchor bolt Contractor to complete 4/15/2008 4/18/2008 nuts in place at the following locations:C23, installation and install and tighten K22,H3,H4&D10, nuts at these locations. Nuts shall be properly installed prior to slab fill-in.Report#23:Nuts were properly installed at required locations. 23-1 Moment connections were missing at Ll3& Welds were in progress at these 4/18/2008 6/2/2008 L15. locations. Welds shall be observed upon completion. Report#31:Moment connections supplied by the Engineer of Record(see attached). Connection shall be observed upon completion. Report#34:Weld was completed per direction from the Engineer o Record. 23-2 Ultrasonic weld testing has not been Contractor to verify required 4/18/2008 5/15/2008 performed. testing and hire an independent testing firm to perform the tests. Weld test reports shall be observed upon completion. Report#29:Moment weld test reports were received along with stud tests from Ellis& Associates. 24-1 Masonry vertical steel was note secured and Steel must be secured and in 4/22/2008 4/23/2008 tied in place at any locations, proper position prior to masonry casting. Contractor was notified and correct bar spacing and ties will be observed upon completion.Report#25:Steel was properly tied in place. f i • I *Suppkmental Information or t direction is ptax ided in the noted reports Page 4 of 8 m3ma sawww'"PAP"svoeasrnc CASA j i 09/04/2008 THU 16: 34 FAX 2004/009 i THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG 12-1 Footing steel was in place at perimeter Based on the Geotechnical 2/24/2008 2/26/2008 column footings along gridlines HH,Q,and Engineer on site and the previous 22. 6"of#57 stone was not in place per letter from the Geotechnical Geotechnical requirements. Engineer,the stone needs to be in - place prior to casting concrete. Contractor was notified and footings shall be observed upon completion.Report#13:6"of #57 stone was properly in place below exterior footing and steel as required by the Geotechnical Engineer. 15-1 Slab edges along R,21 and GG did not have Contractor was notified that the 3/4/2008 3/17/2008 required#4 dowels at 2'-0"on center per perimeter walkway was no longer detail 12-CC. a slab on grade,but concrete pavers. Contractor to provide documentation of slab removal and concrete paver installation. Report#17:Dowels are not required per letter from the Engineer of Record. 16-1 Footing pedestal ties were not in place at 12" Contractor was notified and tie 3/6/2008 3/6/2008. on center at footings U2,U3,V1,XI and spacing must be corrected. Ties AA2 per T3300.40. were placed as required by structural detail. Remaining ties must be placed at time of pedestal casting. 16-2 Excess water in various footings. Water must be removed. Water 3/6/2008 3/6/2008 was pumped out during site visit. 17-1 Concrete pedestal steel at U-4 was too short Contractor was notified and steel 3/17/2008 3/17/2008 and must be extended up to within 2"of top lap bars and additional ties must of pedestal per structural drawings. be installed. Pedestal steel was lapped and additional steel ties were installed- 17-2 Steel ties were not in place per structural Additional#3 tie must be 3/17/2008 3/17/2008 drawings at AA-4. installed. Contractor was notified and steel must be provided. j Additional steel ties were installed as required. 19-1 6'-0"long#4 bars at slab perimeter per I4- Additional chairs must be placed 3/27/2008 3/28/2008 jCC were riot sufficiently chaired. to obtain adequate cover. Contractor was notified and additional chairs shall be observed upon completion. Report#20:Chairs were in place 1providing proper cover. *Supplemental Information or direction is provided in the noted reports Page 3 of 8 aAMORNowuX>%.*.Wa.,—�M r.mc Lya. 09/04/2008 THU 16: 34 FAX 2003/009 { I THRESHOLD INSPECTION CONSTRUCTION DEVIATION&CORRECTION LOG i 5-1 Concrete footing at BMO was not in place Contractor must obtain written 1/31/2008 3/17/2008 according to structural sheet S 1.1. It was direction from the Engineer of not dug out to be poured integrally with the Record to property cast the F34 adjacent F238x60 footing per S 1.1. footing at this location,either doweled into F238x60 or cast separately adjacent to F238x60. Report#17:The Engineer of Record provided a letter indicating that it is acceptable to cast F34 footing separately from F238x60: 7.1 Footings R3 and R4 were not in place Footing reinforcement must be 2/5/2008 2/7/2008 according to structural drawings. Footing switched back as shown on steel and piers at gridlines U2,U3 and U4 structural drawings. Footing were in place at gridlines R3 and R4. steel shall be re-observed upon completion.Report#8: Footings R3 and R4 were re- constructed according to structural drawings and proper steel reinforcement was in place. 8-1 Various pedestals did not have adequate cover The pedestals at gridlines GG28, 2/7/2008 2/13/2008 per detail T3300.40. Steel and formwork GG30$-R30,U30,U25,D5 and were corrected at all but 7 locations. B21 must be reconstructed per structural drawings providing adequate T'cover. Report#10: The pedestals at GG28,GG30, R30,U30,U25,D5 and B21 were re-observed and were constructed according to structural drawings. 10-1 Pedestals at EE21,M4 and H4 did not have Pedestals at EE21,Wand H4 2/13/2008 2/19/2008 adequate cover per detail T3300.40. need to be reconstructed to provide adequate cover. Report 11:Pedestals at EE21,M4 and H4 were reconstructed to provide adequate cover. *Supplemental tnfornution or { direction is pro%nded in the noted reports Page 2 of 8 MM"k04D13%Te-*W t i { { 09/04/2008 THU 16: 34 FAX 12002/009 i The Palms at Fleet Landing—Community Center Threshold Report No.:38 Page-2- 38-1 Bracing shall be re-observed upon written direction from the Lt.Ga.Engineer and completion of the required revisions. REMARKS: Respectfully Submitted, McVeigh&M Bering, Inc. W.Ow , . . Threshold Building Inspector of Record Florida Registered Professional Engineer License No.:52735 Florida Registered Special Inspector No.: 1161 9 f/08, Robert A.Haines,E. .License No: 23451 Authorized Representative to Threshold Building Inspector of Record s Distribution to: Naval Continuing Care Retirement Noelker&Hull Associates,Inc. RPC General Contractors,Inc. Foundation,Inc. 30 West King Street 248 Levy Road D/B/A/Fleet Landing Chambersburg,PA 17201 Atlantic Beach,Fl 32233 One Fleet Landing Boulevard (717)263-8464 (904)241-4416 Atlantic Beach,FL 32233 (717)263-6031 fax (904)241-4427 fax Y: (904)246-9900 Attn:Brenda Mowen Attn: Scott Ross—Project Manager (904)246-9447 fax Ben Chamberlin Jennifer Snow Attn: John Meserve—Exec.Director Jason Sanbower lennifer(arpggc.com Roger Palmer—CFO/COO jggnbower(&noelkerhull.com scottCaZracgc.com captainCdlfle�tlanding.com bchamberlin0noelkerhull.com r-: .. bmowen0noelkerhuli.com i:M_ (Y. °s Nick Y.Oweis,P.E. Mike Griffin Abel Consulting Engineers Chief Engineer Building Official 814 West Diamond Avenue Ellis&Associates,Inc. City of Atlantic Beach Suite 400 n 7064 Davis Creek Road 800 Seminole Road Gaithersburg,MD 20878 <_. Jacksonville,FL 32256 Atlantic Beach,FL 32233 (301)258-8884- Cell- 58-8884Cell-(904)219-7584 Phone:904-247-5826 (301)258-9457 fax Direct-(904)886-5113 Fax:904-247-5845 Attn: Stacy Rogers stacyrOacepa.net Fax(904)880-0970 Brian Abel 5:?