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Permit 2072 George Street , Ci# ' ; ' y CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD u) to, ' - " -r: ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 09- 00001239 Date 8/31/09 Property Address 2072 -1 GEORGE ST Application type description IRRIGATION /SPRINKLER Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc sprinkler Owner Contractor HULIHAN TERRITORY P.O. BOX 331268 ATLANTIC BEACH FL 32233 (904) 285 -8505 Permit PLUMBING PERMIT Additional desc . Permit Fee . . . 42.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 2/27/10 Fee summary Charged Paid Credited Due Permit Fee Total 42.00 42.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 42.00 42.00 .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 INSPECTION PHONE LINE 247 -5826 0E1 SY Application Number 09- 00001249 Date 9/01/09 Property Address 2072 -1 GEORGE ST Application type description WELL PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc well for tennis courts Owner Contractor WILLIAMS WELL DRILLING INC P. O. BOX 330567 ATLANTIC BEACH FL 32233 (904) 241 -8489 Permit WELL PERMIT Additional desc . Permit Fee . . . 55.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 2/28/10 Fee summary Charged Paid Credited Due Permit Fee Total 55.00 55.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 55.00 55.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH WELL PERMIT APPLICATION Datc / — a�' Owner's Name:C /Ty ofefefddit X4'4 Address:. ° 7 � ' (G�DF7 - r Well Address (if different than above): Well Location on Property (i.e. northeast comer, etc.) wtlrs T 5, . o'f T 4-,t T. Well Installation Contractor: Cr) f //rf rx. $ Caar 1 /"' Contractor License No.: / Phone:2J7+D -;m FAX:. -. Contractor Address: 33e, r67 Check Use of Well: Domestic Irrigation Other Estimated- Well Depth: `0' Casing Depth: ZO / Screen Interval from,f6 to 90 Well Diameter: /4 Casing Material U G' Is address currently connected to the City water system? Is address currently connected to the City sewer system? Has a Well Permit been obtained from the City of Jacksonville? Permit # Does the well require a permit from the St. Johns River Water Management District? (Not required for wells under 2- inches diameter installed by resident or wells under 6- inches diameter if installed by licensed well contractor). ,/c2 ...... ........ If permit is required, note Permit Number ,.. and attach a copy. NOTE: WHEN WELL IS INSTALLED ON YOUR PROPERTY, YOU MUST INSTALL A REDUCED PRESSURE ZONE TYPE BACKFLOW PREVENTER ON THE CITY WATER SERVICE, ON THE CUSTOMER'S SIDE OF THE METER. THE BACKFLOW PREVENTER MUST BE TESTED BYA CERTIFIED TESTER AND A COPY OF THE RESULTS SENT TO THE PUBLIC UTILITIES DEPARTMENT. i r :ori .01‘, CITY OF ATLANTIC BEACH 1-4 J 800 SEMINOLE ROAD s 011.. ' °' z ATLANTIC BEACH, FL 32233 " INSPECTION PHONE LINE 247 -5826 Application Number 09- 00001251 Date 9/02/09 Property Address 2072 -1 GEORGE ST Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc 80 AMP SERVICE AND POLE LIGHTS FOR TENNIS COURT Owner Contractor J & K INVESTMENT CO OF ORLANDO 2722 10TH STREET ORLANDO FL 32822 (407) 963 -5352 Permit ELECTRICAL PERMIT Additional desc . Permit Fee . • • 85.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 3/01/10 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. JUN - 23 - 2009 10:30 Varsity Courts Inc. 407 830 7267 P.02 i CITY OF ATLANTIC BEACH M1 : coo SEMINOLE ROAD, ATLANTIC 0CAGN, fl. 32233 0�� .• ^ ' . r 1 j OFFICE: (SO41247.8828 • FAX NO.:(B04)247.5945 ' 1 +} ~ ,,;: : SUILOINGOEPTSCOASCUS • a >t ° ELECTRICAL PERMIT APPLICATION � l ;.tom? 1 `',a1t�: ,'; u I _ ' COUNTY • ,,.rn} tE . ,;�'" lv.�di`uui.t3� nT:i:.l .:, R,a — : �htii..� -7�+) I�rr+ 4 VYJBIL C � NTY n 20 71- 1 1 40,e, Sc o NO O YES y PERMIT *. e 27 0 ' 7 71 71' sac a n .. �„ T' ii ,j 1L. �__ir•. 7.7 :Sat , - 8. ADDRESS IF DIFFERENT FROM J013 ADDRE86: S. PHONE : r Z D O s t jL 1:71,;7,7r, , ^ I L , ' :N !7 ' y !'i' q i� t , , . 1 11i i �.. r ' ��: i . d. , u .- � t� ai f ,'^ �r, 7 � !• ',j ; 7. NAME OF COMPANY: A • :: • -'r+,i- /6 cco,dl` oR:t9NPci r 2 22 b Tfa r bRC 1Nha 28 9. STATE OF FLORIDA LICENSE NO: • 10. CELL PHONE: 11. FAX NO.: 00 ,2..06 a7 - - 6 3- 53 0?- ; ►3 12. EMAIL ADDRESS: 13. OFFICE PHONE: 14 3 Z. C r ft i c.,. 41 oo. co► • L/07- `7 6 3 -- -' 3 S .Z 15. Application is hereby made to obtain a permit to do the work and installations as'indicated. 1 certify that all work will ba performed to meet the standards of all laws regukltiing construction in this Jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or works suspended or abandoned for a period of she (6) month - t any tine alter work Is commenced. CONTRACTORS SIGNATURE v. 1;1,7 , ! n i.,r i � "�yi,,..'T `d! iti:= ai.' ; , , ,R!' ,. -" ' I l. -Fr, .LC1i. 17 MULTI FAMILY -tin OF UNITS; O RESID NTIAL . D SINGLE FAMILY O TEMP SERVICE OMMERCIAL • D ADDITION 0 TRAILOR ,-1r r 0 ALTERATION 0 SIGN 0 010 P -'NEW s- N • r L ELEC IC COD 0 REPAIR 0 POOL 1 SPA 0 REWIRE 0 OTHER: . �.i1..�.:..i...�..5 .+.L..:.a L'L''� 61:Jt1�.. ,�.+,•4.?...,. i ,..V,, .,, =.�1 i ,, .t. �, _�fil +ll.,,.(�:�ir".. .»,� �.hk- :n- .�.':7-��} - iuL��h .� 20. TYPE OF SERVICE: D OVERHEAD UNDERGROUND 7 UNDERGROUND UP POLE •,�� a CONDUCTORS:RER :PHASE 0 :P WER3S:ON POWERIISOFF• 22. SIZE OF CONDUCTOR: AMPACITY: F{D COPPER 0 ALUMINUM AMPS /:::; y •1t#' H:; ..:.:.:.......yy .;.. •. V'L?L• 0WEwAM :al . t: > . ; . 24. EXISTING SERVICE SIZE: AMPS: P11: W: VOLT: RACEWAY SIZE: • •:•:• ._. _.,...:,kMP& #i�•:: ::AMN?,S. , 26. LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT & M.V,: P 1b © © w ' : 27:;FtXED:RP.PLIANCES:::.;.;.;. 3O AMPS 31 1O JA P ' I,O ER 1t10 A81i1� ?9 .:.:.:.: .:.:.:.:.:.:.:.' : ................. 28. FIRE ALARM: 0 YES • NO 2941 DO NOT APPLY • NEW SINGLE FAMILY, MULTI.FAMILYAND ROOM ADDITIONS • ::28; 5MOKEinETEGTORSP ::: NUM ' • 30. RECEPTACLES: 0.30 AMPS: / 31 -100 AMPS: • OVER 100 AMPS: ............. 040:AMPS :. - t:: :::!:i:: : : :.i: :37=1;0 1M.P.S : ..... • ... OVER /00'+4 IP8 ' , + ?', ". ,..r�G .L.�a,.�.1ii,.7 ,... -. ,.r la .,)r.l n : ' •�li'�:, {..L,ir i�� 1,' 1:?"' >''? �.�: h.i: ;t H... ,.' # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW; ^r, . !n , T ,'�.; ,r j w 7 NI .7.74: , ij.=r 77. - . =! I,: �. .1.'I`i ' r >, "".' i ! bi"' NUMBER: VOLTAGE: HP: KVA: • NUMBER: VOLTAGE: HP: KVA: �1 �Y. r11t� 4 , ' .. ti� ,h� :l, li i..,1' 1' 1 % '.�4k+.+�.:t.�.uA.a.— .1.. —,., :�: l��r'�1,'..�j;t•�C'';.: N -r••.. .. �', ,^ �',-- �n,�- �f��,,�ft. UNDER 1300V: NUMBER: KVA: OVER BOOV: NUMBER: KVA: • e ld 4' XItt11 @!I•',t921.nra m— Ti:. is • DESCRIBE IN DETAIL: 1 IV L. ` � o a - e 5 f /i y r c f • PO d t 6-1(75 /= o .L rIz' n. v1 S Gov 2 r BLOGO2 Penn! App1c•8on Else : REVISED: 12/18/2008 . TOTAL P.02 Brooks, Nancy From: Gilboy, Tim Sent: Tuesday, September 08, 2009 11:37 AM To: Brooks, Nancy Cc: Graham Shirley Subject: Permit # 091131 Donner Park Shelter Hi Nancy, This email is to confirm the footer inspection on Friday September 4, 2009 for Permit # 091131 met code and design specifics. Thanks and have a great day. Tim Gilboy Deputy Public Works Director City of Atlantic Beach 904- 247 -5834 1 CITY DEPARTMENT OF ATLANTIC OF BUILDING BEACH 800 Seminole Road - Atlantic Beach, FL 3223 Tel: 247 -5826 - Fax: 247 -5877 ELECTRICAL PERMIT _ PERMIT INPORM 'ION L A" N _Boca A ;: Permit Number: 2249 Address: 2072 - - • r !' Permit Type: ELECTRICAL A TLANTIC BEACH, FL 3223 Class of Work: ADDITION Township: Range: Bo Proposed Use: RECREATIONAL Lot(s): Block: Sec tion: Square Feet: Subdivision: Est. Value: Parcel Number: OII Improv. Cost: GWI�1= a(1`ION . .... Date Issued: 8/15/2001 N DONNER PARK Total Fees: Address: 2 CHURCH O AD Amount Paid: Date Paid: AT 207 LANTIC H BEACH , FL 32233 Phone: (000)000 -00 Work Desc: INSTALL 34 1,000 MH SPORT LIGHT F IXTURES OAPPtICATI N EXISTING � PO E CON A TOR(SJ. R & R ELECTRIC COMPANY , yam L *,f... .y '., y, s t e m , k'"^,r. "' r 'v im a 1 q z � r m r -R `-i amass.. ,k` . t "z. 'k"� - 4,-, 'L a L ; £ 3 Fw3 ' ..xa 'r x '' ,.,� r „p» 'fix `' ^. � ' ' 4 `r s + '` e! ' r< u : - 7 n 1 k r r e as 4 � '� .� �x � Stagy, '`� �. -• ._ y � � ''� `,�.� -g S z; NOTICE - :DTI s a , B REd STED AT LAST ' 24 HOLJR.� PECTION BUILDING MATERIk RUBBI T . t F :i' °I i1 lU ' NOT ,.:r . ED IN PU fLtC SPACE, AND • MUST BE CLEARED , P A ND . . „ „- . ` - Y 7 ITHER :C ONtRACT OR Old t� ° "FAILURE TO COM - Y W LTh CON t'IO aEN LAW. = N RE , ' IN THE PROPERTY OWNER `'' ' 1fINt ?,' R= .I.:ONG IMP - ! NT S" ISSUED ACCORDING TO APP • P R s F HI p _. D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE �" • s S -° . 4.---k---:---7 **2 f AT . V TIC B ti , H BUILDING DEPT. L , /- • CITY OF ATLANTIC BEACH . DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 ELECTRICAL PERMIT V. " .-. ;o-m, — /' .te - .- -rolls! „s,_ r Permit Number: 22495 Address: 2072 CHURCH ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: Proposed Use: RECREATIONAL Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: ;:.,77: ' -7: ' ; .-:_':' ;; j. , Awl k Date Issued: 8/15/2001 Name: DONNER PARK Total Fees: Address: 2072 CHURCH ROAD Amount Paid: ATLANTIC BEACH, FL 32233 Date Paid: Phone: (000)000 - 0000 Work Desc: INSTALL 34 1,000WW MH SPORT LIGHT FIXTURES ON EXISTING POLES � r R & R ELECTRIC COMPANY 4 V ' . ” fg ' -,,. t �4 .,,,. 4% , ii W 4, ,144 �� .. NI, . P � ' ^b .d f� ,, n.,.�R 4Y, : .nf k ; P Y s : ^ 4 :4 3.y^ &, .- wg. . 4,R4,- - 7" - , c. 7 , N.; g: s -,...° I ''' 1...,- 1,7m,-,: ,;::. ''''', ..,i'Lit. 7,,,,,t; ,,,,, - kizz ',4, i 1744..e4 -4 , L ° w� N ' ` H s '. �,. 7F a. "sue � » a d p �" � 7 h v e , TI • RE U tSTE9 AT L 24. HO ` ' .PECTION NOTICE (n� .� � ° , � BUILDING MATER!' . , RUBBI '- ' , ; taIS � Q NOT . ED- IN P ?- LIC SPACE, AND MUST BE CLEARED < P AND Ft '° ,` " TITHER': CONTRACTOR OR 0 w: "FAILURE TO COM ' Y WITH CONSTRUCTION LIEN LAW ' . N RESU IN IN THE PROPERTY OWNER r VINO +L„fl • ft BUILDING IMP - .• NTS" , ISSUED ACCORDING TO APB 7'1%41 ' PLAa it .Rt F „• p ;ID SUBJECT TO REVOCATION W FOR VIOLATION OF APPLICABL-A, • ° S ilk& 4ri il AT ' TIC B / ' H BUILDING DEPT. __ __— - ,amamml. THIGPEN Immo NEE „ HEATING & COOLING, INC. July 10, 1996 Custom Construction By Harris 941 N. Liberty Street Jacksonville, Florida 32206 Attn: Bob Harris RE: DONNER PARK 2072 GEORGE STREET ATLANTIC BEACH, FLORIDA 32233 To whom it may concern: Effective July 10, 1996, the warranty on the installation of the H.V.A.C. systems at the above named job is one year on all labor. If you should need service, Thigpen Heating and Cooling, Inc. has a 24 hour service line, (904) 353 -5726. We hope the above meets with your approval. Should you have any questions, please call 904 - 353 -5726. ncere1 4.r , E.rle Theus Commercial Estimator ti 9 4229 MAIN STREET • JACKSONVILLE, FL 32206 • (904) 353 -5726 • CERT. #RA0018903 Product 38YCA (60 Hz) 38YCN CN � Heat Pump p HEATING & COOLING 38YCA Sizes 018 thru 060 38YCN Sizes 024 thru 048 The 38YCA and 38YCN Outdoor Sections of Split - System Heat Pumps are designed for quiet, reliable heating during the winter and cooling during the summer. With a SEER up to 10.5 and HSPF up to 7.5, these heat pump systems provide economy of operation through energy conservation when used with components designated by manufacturer. They recover heat for indoor comfort from outdoor air during the heating season and, by automatically reversing the refrigerant system, remove indoor heat and excess humidity during f. the cooling season. Allinodels are listed , I j43 /1" • �` _ a, I. 0 S N� with UL, c -UL, CEC, and ARI. � — FEATURES /BENEFITS -- Electrical Range — All units are ■— ,%! ; ; y offered n single phase 208 -230v. The • I _� ./;2•• 38YCA 030 through 060 models are `1 — ` /: i d offered in 6 through 3 phase and II � -± - / i i , , , , : 38YCA 036 throu h 060 are offered in :��-- ._ = — a / /, -/;;;;; g �► --� s ---= � - � �„ / , 2 :I 460v 3 phase. 1 �- �' //'''' Size Ran The 38YCA is available g� _ ` ..... - / / /, , , in 7 nominal sizes from 018 through I \ __ -- = i � "'' 060 to meet the needs for residential \ -1. 1 - � .. ■1.. ■�. - %� / %i'�; i �_ �_ �� ... / , ; ; , and light commercial applications. The -- = % i i I 38YCN is available in 5 nominal sizes � � ` � -- 1 = - / / � from 024 through 048 to meet the •_., �. �1„ j � %', ; s I needs of the manufactured housin g _ � — .ft.'... i / 4 / , , 1 market. 1 1 - i i i %, ; ; Compressor — Designed specifically s�� - �"�"� 1 - • -..., i /,, for heat pump duty, �� —i // /,, , P P uty,with energy � `� �' — �; efficiency during heating and cooling / /' , t •� _� — i operation. Each compressor is —, •/ hermetically sealed against �- .'_�. '— = .... j / contamination to assure long life and o = = j % dependable performance, internally sprung (units with reciprocating o compressor) and externally mounted on rubber isolators for quiet operation. Continuous compressor operation is approved down to - 30 °F`(- 34.4 °C) in the heating mode, and down to 55 °F (12.8 °C) in the cooling mode. (See heating and cooling performance tables.) For compressor usage, see Compressor data table. = opyright 1994 Carrier Corporation Form 38YCA -4PD 261 UV() AS O314(1a33 SNOISN341a VOA9E - 9N I MV210 0313112130 w N - MVO £0 £GZ9 - M w 'ON 130014 'ON tl3Af18 ... - ............ . MIL a a.... a. o IN 'd . - tl3Af1B - r- • •` • 13.111033 zN.laloY n muniroN�• „11 °owY'1e 21312121VO .. • NO11VDOl eor 1 p y11MNONy my WU11910 uN MC 'AWN NI NO MO NI VAN/0 of mmlalo No mm Ni v i. S31 O010NH031 34vN 90r i11iYl]00 m pxiNYNp ;s3u io NOIKINK 111 N( i Q11IVINNC(NU IU a1 07NGSW oa .., o e 031 I Nfl V O o 0 cc ~1 0 o zW zti t om t C cm o_ - U 'u i n z = > ZOID <Ul I- 111 I- ID OZO > - OD CCw .0 .~ • D W CC WN I- OZ 1^- Z m • <01- 1.1-1Z3 O -- O •• «J > Z O z . W - m O 0 0 Z - U.I < J i. 11l Z N - J 0S 0. 0ZW U'ID0 CC Unn. -UIZ U- 1- <0 • - <0 "00 U' O IL/ CC 0 0U 0 0 Ul 0-L U N H > Ili W .011.1 - O f. Z 0 0WZ3< Z U7 0 2 S O I-ff O >. 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J U1 CO Lt- d J< o I 8 O JZ 0 [ , �� . 11111 � I , K= cs, OI , 00 •r mO1 N > ;� u (W') Z ..-1.n a Tm S V ' 3 N j� W .- S 3 1:V Z Q Z LL • _a ZLL I- 2 ' W W in ' o O \LL o J 111 D O n ' '` Z 2 1Y • 11 N C [14 6i at LL Z < P P <O tOm CO P ' O 0 j •..... . m m .N lAN N • \- � LA. n n '• N tV0 n t0 I , n O N y N OI Submittal index ITEMS MANTJFACTTTRFR & MODEL, NOS, 1) Lay -in Ceiling Diffuser Titus Model PAS, Border 3 with D -100 Damper Finish: #26 White 2) Surface Mount Curved Blade Diffuser Titus Model 250, Border 1 with AG -15 Damper Finish: #26 White 3) Lay -in Filter Grille Titus Model 5OFF, Border 3 Finish: #26 White 4 Outside Air Intake Grille Titus Model 350FL, Border 1 Finish: #26 White 5) Motorized Dampers Ruskin Model CD36, Operator: MA220 6) Flex Duct ATCO 076 Series (R -6) 7) Toilet Fans Broan Model, 678, S90, S130 Project: Donner Park Community Center Atlantic Beach, Florida Architect: Michael Dunlap TBCo Contact: Ralph Richey Engineer: McFadden Newell TBCo Phone: (904) 399 - 4133 Contractor: Thigpen Heating & Air Conditioning TBCoJob # 8611 -JR TOM BARROW COMPANY Atlanta * Albany * Savannah * Jacksonville * Orlando * Tampa * Nashville * Memphis ofoi Material List ITEM QTY SIZE DAMPER PATTERN BLOW 1) LICD 8 24X24/8" D -100 2 24X24/7" D -100 2) CBCS 2 8X8 AG -15 4 -WAY 3) LIFG 2 24)(24/21)(21 None 4) OSAG 2 10x10 5) MVD 2 See Submittal Data Sheets 6) FLEX 2 Box 7 "x25' 2 Box 8 "x25' 7) TEF 6 See Submittal Data Sheets Project: Donner Park Community Center Atlantic Beach, Florida Architect: Michael Dunlap TBCo Contact: Ralph Richey Engineer: Mc Fadden Newell TBCo Phone: (904) 399 -4133 Contractor: Mc Gowans Heating & A/C TBCo Job # 8611 -JR TOM B ARROW COMPANY tlanta *Albany *Savannah * Jacksonville *Orl * Tampa * Nashville * Memphis 1 i TITUS® Submittal I D-PAS 9 -1-95 I Perforated Ceiling Diffusers Steel • Flush Face Model: PAS • Supply • 1, 2, 3, or 4 Way Adjustable Discharge Pattern Bonier Type 3 (Lay -In) I"-- Duct Size 0 — 1 ir— D minus 1/8 j I V .N.L. (4) Pattern Controllers I (Adjustable) 1 P{13 il 1 1 Ceiling Module minus 1/4 i 1 Ceiling Module Size ❑ Border Type 1 (Surface Mount) ❑ Border Type 2 (Snap -In) Nominal Face Site nNrw 1 1 • Border ,,, 1/4 Nominal Face Sias -I I -T Ceilin Module Size -�I Nominal Face Site plus 1 minus 1/16 ❑ Border Type 4 (Spline) ❑ Border Type 4SL (Spline Side Lock) _ i �: • � • . . I A J �y�� : ill=iti a e . J Ceiling Module Size Ceiling Module Size --f minus 1/16 minus 1/16 Note: 4SL can be wistatied alter ceiling tiles are in place. Available Sizes for Border Types 1, 2, 3, 4, 4SL Face or Nominal Duct Size 0 Ceiling Module Size 6 x 6 8 x 8 10 x 10 12 x 12 15 x 15 18 x 18 18 x 6 6 " Dia. 8 " Dia. 10 " Dia. 12 " Dia. 14 " Dia. 16" Dia. 12x12 • 24x12 • 16x16 • • • • • ■ 20x20 • • • • • • • • 24x24 • • • • • • • • • • • • , 48 x 24 • • • • • • • • • • Indicates available combination All dimensions are in inches. D- 13.0 -S (Please see reverse side). Removing Perforated Face "- ' - ' 1 " - ----,./ .. F. 1. Insert small 0 — 3. Face will now screwdriver or swing down with / /- other slim metro- Q T / 2 remaining latches merit to push acting as hinges. I latch inward from ® _ / For complete border. removal. release I ' 2 re latches I I 2. Repeat li � / as at left � on opposite /� 4-.1. •: •.v: side. I ill .:::.::::::. Adjusting Pattern Controllers 4 Way 4 Way Comer 3 Way 3 Way 2 Way dr llllllll� %�\ — - IIIIIIIII' VP - llllilll % « llli1llllllIlll ' .10, 41. (` 2 Way Corner 1 Way Vordeal Vertical llllllllllllllll - �: Note: Diffusers are ._ ��\ shipped with 4-way setting. Patterns can be adjusted before or after installation. Accessories (Optional) for Round Neck Check 0 it provided ❑ Model AG-100 Radial Sliding Blade Damper Model 0 -100 Radial Sliding Blade Damper ❑ Model EG Equalizing Grid Model EG Equalizing Grid AG-100 L _ EG Mounts Above Neck 1 1/2 P. JJ .I LJ t E(� : �..�. (.: J:;�> D-t o0 T ;:: i .,.,,...,.:.;•.:= >; >:z>s> T- Mounts on Neck : ::iW. t: . t•: •:: •.:::: 1 3 /4 T S Mods) AG-100 damper is available in C2) Model 0.100 damper is evadable in duct sizes 6 thN 14 inches only. duct sizes 6 thru 14 inches Only. 2 Accessories (Optional) for Round Neck, continued elo- 0 Model 0.75 Opposed Blade Damper 0 Model AG-85 Butterfly Damper ( 0 Model EG Equalizing Grid 0 Model EG Equalizing Grid AG-85 L — EG I D L EG Mounts Above Neck 11/2 .. T Mounts on Neck 1 1 / 2 IftlItt 1 ---- ,p 1 f 1 1 A A x.: ,...: I A :$ ,....:::.;:2,„, .:.* . Aail Ef :::::::::::::.. 4:4.. 1 I e Model 0-75 damper is available in a duct sizes 6 tnru 12 'noes oniy. O Model AG-65 Combination Damper and Equalizing Grid 0 Model AG-75 Opposed Blade Damper 0 Model EG Equalizing Grid AG-75 L EG Mounts Above Neck AG I 1 1/2 litt1:1111 II Air Flow — 74 Mts Above Neck A 1 --- A Ai I A ::-; ..;:-..-:::: IMUlanninET 1 1 / 2 --- 1.■ RE 1 _____T siz• a 6-12 1 t/2 S S 14-16 2/. e lak . ( Dimension "A" in Inches, for Dampers Shown Above Nominal Round Duct Sizes Notes 0 and C : Accessories 6 8 10 12 14 16 Model AG-100 and 0-100 dampers have radial blades AG-100 — — — — — N/A that slide in a horizontal plane. For that reason. no 0 2) 0-100 — — — N/A opening clearance "A* is dimensioned. — — S D-75 2 12 3 12 4 '4 4 12 N/A N/A S AG-85 2 12 3 '12 4 '18 5 12 6 12 7 11 12 AG-65 3 1. 4 '/2 5 '/2 7 '1. 8 12 9 '/. s AG-75 4 '/. 5 '4 6 6 7. 2 3 /. 3 'h Accessories (Optional) for Rectangular Neck check 0 il prolnoed El Model AG-95 Opposed Blade Damper 1:3 Model AG-358 Opposed Blade Damper O Model EG Equalizing Grid 0 Model EG Equalizing Grid GA 1 - Neck — 95 Mounts 1 -- EG 1 AG-35B 11/2 — EG Un51-7--Httl on , 1 1 /2 11:.[1::11:14:1 Mounts --/ i---- . ; in Duct i ---- 1 ?‹ ;; r;;.....::::- 3/4 . .. ...— . .- /. X . \':. . N/j. I i i — 2 1/16 Lever Operator Slot Operator (Remove Face for Access) (Remove Face for Access) ..; Dimensions are in inches. 3 Submittal D-PAS 9-1-95 Accessories (Optional) cheat p if provided ❑ TRM T1TUS Rapid Mount Frame For Surface Mounting Border Type 3 Standard Finish: ne we General Description • Excellent perfomtance in variable air volume • Discharge pattern is adjusted by dropping the • Inlet collar is approximately 14 :" deep to systems. perforated face (see Page 2) and rotating the allow easy duct connection. • A tight, uniform horizontal blanket of air Pattern controllers. • Material is heavy gauge steel. protects the ceiling against smudging. • Dropping the perforated face also gives • Discharge pattern can be adjusted to vertical mss for adjusting the optional dampers. as well as to 1, 2. 3 or 4 way horizontal. Can • Perforated face has 3 /,• diameter holes on '1." be adjusted before or after installation. staggered centers. C _. TIT( S® Noto: ,rr suDmirtal to meant to demanatrate general dalenarOna mis =duet. The drawing ofl fts submdtat are Team 4o detail overt D -1 3.0-5 a spect o) tM Olaouet wrm ex aetneaa. Dra wings are 1104 10 stile TITUS rettarves IM rqa 40 male atange w,moul carm notice. 990 Security Row • Richardson, Texas 75081 • 214 99 -1030 • Fax 214-644 -4953 w qir o,rna• w 010 M.r.M .W •. 00.0000 Or ir..m,om.f a, WI/ WWI or woo o../m, 0•01.0 a . momma k ~Moo YmmagMM a•a maa.uo4 a it as, aawnm,mo mass morns mom. 0000 i.'.m•ao 1o...w, Imo Taoism oollolimo..1 . ' I TITUS® Submittal I D-250 5-1 -95 1 ( Rectangular Ceiling and Side Wall Diffusers Steel • Adjustable Models: 250 • Multi -Use • 1, 2, 3, or 4 Way Discharge Pattern ❑ Border Type 1 (Surface Mount)* Dimensions are in inches. / 1 1----- Duct Size plus 13/4 _r i4 1/4 1 1/4 1 g -T 9✓1 _ r C N o N co p4 co L IJ lomim P Note: Maximum duct size is 36 x36 inches. ❑ Border Type 3 (Lay -In) Panel Mounted* Dimensions are in inches. -- 1 5/16 23 3/4 3/8 — {— , —13/16 Standard Duct Sizes 6x6 "_-- } 8x8 9x9 10x10 I 12x12 14 x 14 newomm■i 233/4 m 15 x 15 N 16x16 N 18 x18 3 21 x21 o , \ _ Note: 4 -Way discharge pattem S-4 is shown. For other available pattems, please see reverse side. D- 42.0-S Optional Patterns Check 0 selection 1 -Way 2 -Way 2 -Way Comer 3 -Way 4-Way O L1 0 L2 Q 0 L2C ❑ L3 0 L4 .0' ( . a a = 0 0111111111111111110 .a a 0 0 0 ❑S 0S2 0 S2C OW S4 Q iiiiiiiiiiii a a 0 a a 0 a a Note: For square diffuser (Heights Width), specify S-1, S-2. etc. Pattems are shown looking at the diffuser face. Accessories (Optional) Chectc0 if provided 1 Model AG-15 Opposed Blade Damper ❑ Model AG-20 Multi- Louver Damper 1111.12 AG1S / AG-20 20 on Ne s Factory l on Neck .c: .c: .o. .o: o. .o: .o: .o m 23/4 ..L_ 1 13116 II � IL �� IPZIIIIIIIIIIIIII L 2 7 eimaimmini 171111U►tWU L 111/11/1/MAI LI ILI I Screwdriver sloe operator / n»l ap«�or 0 TRM TTTUS Rapid Mount Frame plINI For Surface Mounting Border Type 3 2 Standard Finish: #26 White General Description "` • Model 250 is designed for installation in • Louvers are individually adjustable from the • Optional Model AG-15 multi-louver damper either the ceiling or the side wall. face of the diffuser. Louvers regulate air vol. has an adjustment lever at the face of the dif- • Available with 1 -way, 2 -way, 3-way or 4 -way ume as well as angle of discharge. fuser. Mounted on the diffuser at the factory. discharge pattern. • Optical Model AG-15 opposed blade damper Steel, finished to match the diffuser. • For Frame Type1, the 1-way discharge pat- has a screwdriver adjustment accessible •Materiel is steel tem is available in duct sizes 6 x 4 through 36 through the face of the diffuser. Mounts on the x 36 inches. the 2 -way, 2 -way comer, 3 -way neck of the diffuser. Galvanized steel. and 4-way patterns are available in duct sizes 6 x 6 through 36 x 36 inches. 3 I TITUS® Submittal I SPG -5OFF 5-1 -95 1 1 Filter Eggcrate Return Grilles Aluminum Grid • Aluminum Border Models: 5OFF • Aluminum Grid 1 /2" x '/2" x '/2" ❑ Border Type 1 • Surface Mount 0 +21/2" ....-1 D -3/4" 1/4" Turn I 1 1/4" -f-- 1/2" Fastener I t MOM Hinge 2 3/16 " 21/2 i1 I D -1 /4" Nominal Duct Size 0 0 + 1/8" ..- t' Available Sizes (D" x D") Border Type 1 in sizes 16" x 8" through 36" x 36" in 1" increments. Dimensions are in inches. Wall or duct opening should be duct sizes + I /. ". Additional Border Type Standard Finish: #26 White Border Type 3 (Lay-in) ❑ Optional finish t Ceiling Module Size I — minus 1/4" IT 1 Nom Duct . Size Border Type 3 is available in module sizes 24" x 12". 24" x 24", 36" x 12 ". 36" x 24" and 48" x 24 ". Filter sizes 15 module size - 4 ". General Description • Model 50FF filter return grille is an et - • Core hinged parallel to long dimension. • Material is extruded aluminum border and nomicai means of filtering retum air locally. • Provides maximum free area with minimum filter frame with aluminum grid. • Provision for 1" filter cell. pressure drop. T I T U S® Note:: This sutxnittat is meant to demonstrate general dunensioes of this product The drawing on this submital are not meant to detail awry sPG -6.0-S aapeet of the prod with e xactness. Dra are not to scale. TrrU re serves thee to make chan without written n otice. 990 Security Row • Richardson, Texas 75081 •214.699 -1030 • Fax 214 - 644 -4953 AS ma* monad. No pa, d Or •art rnwr 124 r•pr•OaGd Of afwanwM n am Ions Of WI ~MI. arssWr Of mfwrW A iCYNOr9 pftesaprfr0 and wares% of Or Onf ■Orrrr•an flange fOMOVIO swI. MOWS panr•W"n in Mlwq kern Tewbna Maur. WC. „,, RUSKIN® 3900 Dr. Greaves Rd. • Grandview, MO 64030 • (816) 761 -7476 • FAX (816) 765 -8955 CD36 LOW LEAKAGE CONTROL DAMPER . w - GALVANIZED STEEL STANDARD CONSTRUCTION FEATURES FRAME 10 The CD36 offers sturdy, steel construction with inter - 5” x 1" x 16 gage (127 x 25 x 1.5) galvanized locking frame design. Damper locks together with - steel hat channel reinforced with comer braces out bolts, screws, or rivets that could shake loose. for structural strength equal to 13 gage (2.28) I'';► Frame comers are intemaliy braced to reduce rack- channel frames. Low profile 3W' x %/e" x 16 gage ing. (89 x 10 x 1.5) galvanized steel channel top and Axles positively bottom frame on dampers under 13" (330) high. po ' el lock n blades without arin screws asor sure welds. Non - stick, noncorrosive bearings assure BLADES long life and ease of operation. Axles and bearings 6" (152) wide, 16 (1.5) gage galvanized steel it 19 combine with a shake proof linkage for low mainte- blades o 6" (152) on center. Parallel •\� 1111/191 combine nano operation. or opposed When tested in accordance with AMCA Standard SEALS 500, the reasonably priced CD36 also exhibits low Blade edge is PVC coated polyester fabric leakage rates that meet the frequently specified, 10 mechanically locked into blade edge. Jamb is flex - cfm/sq. ft. at 4" w.g. level. ible metal, compression type. BEARINGS I' , . VARIATIONS Synthetic. �� ` Variations to the CD36 basic design are available LINKAGE at additional cost. They include: Concealed in frame. Exposed linkage optional. 'l► • Enamel and epoxy finishes. AXLES * 8• • Factory - installed, pneumatic and electric ac W (13) plated steel hex. fl tuators (s info requir with order). CONTROL. SHAFT a •Ruskin frame - mounted actuator bracket to r (152) x '/2" (13) diameter. Outboard support simplify field installation of most actuators (specify bearing supplied with all single section dampers ' actuator and t ctio N.O. or N.C., with ord ca for field mounted actuators. Factory- installed • da 00 M a t ch Package to remotely indicate A• jackshaft supplied with all multiple section He mper blade position. p ars •avier frame construcc m tion with U- channel frame. FINISH \ • Front, rear or double flange frae with or without ( Mill. bolt holes. l MAXIMUM SIZE • 304 stainless steel construction. Single section — 48 "w 72 h (1219 x 1829). ' 1 . Multiple section assembly — Unlimited size. (��B , MINIMUM SIZE • • ' g,L ;• -' O Single blade — 5 "w x 5 "h (127 x 127). Two blades, parallel or opposed action, exposed r Heavy Const e,tals linkage — 8 " ° w x 14 "h (203 x 356). r ( Special Materials Two blades, parallel or opposed action, con- U.-channel Frame Option coaled linkage — 5 "w x 8 "h (127 x 203). TEMPERATURE LIMITS Sleeve or Duct Damper -25 °F ( -32 minimum and +180°F ( +83 °C) ° Frame _41111• maximum. Maximum section width varies with static pressure. '� Control Consult Ruskin if application involves pressures in I Shaft excess of 2.5 inches w.g. or air velocities in excess 1 111 e ! of 2000 fpm. 1 1 5' 1 e' /er /, NOTE: Dimensions shown in parentheses i — (1s>7 ' T~(171) •- - � — � r i ' cate millimeters. P ( ) indi- 14' 3S8 • 4 ( ) OPPOSED ie Max. BLADE Bearing 'Unit fumished approximately' /." smaller than given PARALLEL Low prom. frame opening dimensions. BLADE DEPICTED Illustrated is typlcal for Outboard Support •Jackshaft used only on multiple section dampers. Optional Exposed Linkage. units under 13" (330) high. Bearing OPENING DIM. BLADE ACTION FRAME STYLE QTY. Front Rear Double VARIATIONS A° B' PB OB STD. Flange Flange Flange FF RF OF 2 10 10 x x with MA220 Operator on '" Side Plate * *Contractor to verify sizes and quantities prior to release* JOB Donner Park Community Center LOCATION Atlantic Beach, Florida CONTRACTOR Thigpen Heating & Air Conditioning Spec CO36-992/91e0acee CO36 -191 *Ruskin Manufacturing 1992 - RUSKIN® i 3900 Dr. Greaves Rd. • Kansas City, MO 64030 • (816) 761 -7476 • FAX (816) 765 -8955 MA220 ELECTRIC DAMPER ACTUATOR SPECIFICATIONS APPLICATION ACTUATOR TYPE Two- position, spring retum. The MA220 is used on dampers for two•posi- ELECTRICAL Damper \ lion, spring retum operation requiring 120 VAC 120 VAC, 50/60 Hz single phase \� Mounting operation. When energized, the shaft rotates VA: 23 running, 17 holding ®60 Hz Bracket in one direction and is returned in the opposite Nig* direction by a damper spring when de -ener- Connections: Three (3) color -coded 18^ I / g i ze d, long lead wires, including gounding wire; 3 /e" � integral fitting on housing for (9.5) I.D. r flexible steel conduit. lh '� SHAFT ROTATION �� . EASE OF INSTALLATION � The MA220 requires no linkage. Its direct - Output `' `` ut shaft rotates CCW when energized coupled design allows direct connection to as viewed from the set collar side of the /' the damper operating shaft. actuator. HIFI le M AINTENANCE MOUNTING re N ` The MA220 requires no maintenance. Direct- coupled to 1 /2" (13) diameter damper � inoperable actuators in the field may be operating shaft. Mounts in any position. Can I I` I M quickly and easily changed out. be mounted with either side of actuator next . J j Actuator 15 SECOND CRITERIA to damper to provide CW or CCW damper ` The MA220 is specialized for Ruskin shaft rotation. (Damper retum spring must Dampers to meet the 15 second operation be oriented according to actuator rotation). requirement in the Uniform Building Code. MAXIMUM DAMPER SIZE REDUCED POWER Three (3) sq. ft. for rectangular control Outside Airstream The intemal limit switch engages a holding dampers and smoke dampers with blade Mounting circuit when the actuator is energized. This and jamb seals. Consult Ruskin for other reduces power consumption, minimizes � • damper types and sizes. temperature rise and reduces noise. OPERATING TEMPERATURES LONG UFE 0° to 140 °F ( -18° to 60 °C). The internal clutch reduces shock to the NOISE CRITERIA geartrain thus extending geartrain life. Will meet NC35, based on 10 dB room ab- TESTING sorption. The MA220 has been tested on Ruskin dampers for over 100,000 cycles without failure. A first in the industry for an actuator of this size. Dimensions shown in parentheses ( ) indicate millimeters. Limit Switch r... I i t I o d- i .- , , Switch N.C. • • 3.3" 7 • (9 38em) J Black i ■ �Com • j t T `. N.O.•, " To 120 Vac Holding ,/ -liv 9.125" Power Coil > Running (23.18cm) White Coil 1 • 0 O 0 f i DIMENSIONS: 9.125' ,I1 _ Green high. 3.8' wide, 3.3' deep. 1.62" 3.8^ All dimensions ± .125". o O (4.11cm) (9.85cm) "' _ --rte – ! 0 O of r 4 Mounting Holes for #8 Thread - Forming Screws, i . 1.82" Located on Each Side of Actuator (4.11cm) Sp•c MA220.295 ALL STATED SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. 5 Ruskin Manufacturing 1995 ?ow RUSKIN® 3900 Dr. Greaves Rd. • Kansas City, MO 64030 • (816) 761 -7476 • FAX (816) 765-8955 MA220 ELECTRIC DAMPER ACTUATOR SPECIFICATIONS APPLICATION ACTUATOR TYPE Two- position, spring retum. The MA220 is used on dampers for two -posi- ELECTRICAL Damper lion, spring retum operation requiring 120 VAC 120 VAC, 50/60 Hz single phase --..........6.. Mounting operation. When energized, the shaft rotates VA: 23 running, 17 holding 060 Hz 9rac.ket in one direction and is returned in the opposite 1 z direction by a damper spring when de -ener- Connections: Three (3) color -coded 18" gized. long lead wires, including Bounding wire; \� integral fitting on housing for 3 /e' (9.5) I.D. FEATURES flexible steel conduit. 111111t4.,,, re EASE OF INSTALLATION SHA ROTATION ` MA220 requires no linkage. Its direct - Ou ut shaft rotates CCW when energized ` coupled design allows direct connection to as viewed from the set collar side of the the damper operating shaft. actuator. I MAINTENANCE MOUNTING The MA220 requires no maintenance. 1 N/4.4 Th MA ce. Direct - coupled to /2 (13) diameter damper Inoperable actuators in the field may be operating shaft. Mounts in any position. Can \ MA221) quickly and easily changed out. be mounted with either side of actuator next . 15 SECOND CRITERIA 1 i 1 Actuator to damper to provide CW or CCW damper \ The MA220 is specialized for Ruskin shaft rotation. (Damper retum spring must ` Dampers to meet the 15 second operation be oriented according to actuator rotation). requirement in the Uniform Building Code. MAXIMUM DAMPER SIZE REDUCED POWER Three (3) sq. ft. for rectangular control The intemal limit switch engages a holding The Airstream dampers and smoke dampers with blade Mounting circuit when the actuator is energized. This and jamb seals. Consult Ruskin for other reduces power consumption, minimizes I . damper types and sizes. temperature rise and reduces noise. OPERATING TEMPERATURES LONG UFE 0° to 140 °F ( -18° to 60 °C). The internal clutch reduces shock to the NOISE CRITERIA geartrain thus extending geartrain life. Will meet NC35, based on 10 dB room ab- TESTING sorption. The MA220 has been tested on Ruskin dampers for over 100.000 cycles without failure. A first in the industry for an actuator of this size. Dimensions shown in parentheses ( ) indicate millimeters. Umit Switch r ---- i 1 ) 10 �- 1 el Switch ' N.C. • 3.3" - = H ( F 8.38cm) ■ Black ■ Corn • v 1 --,-y \. N.O... • To 120 Vac Holding 9.125" Power Coil > Running (23.18cm) White Coil • i O O 0 £ I i DIMENSIONS: 9.125' d_ O Green high, 3.8' wide, 3.3" deep. 1.62" 3.8" All dimensions t .125'. NI N ((( ) (a.11cm) (9.65cm) o O o r 4 Mounting Holes for #8 Thread - Forming Screws, 6► 1.82" -- Located on Each Side of Actuator (a.11cm) Spec MA220-295 ALL STATED SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. *Ruskin Manufacturing 1995 a� G UPC #076 �� 25 Insulated r H U L 181 Cd■CO '® Class 1 Air Duct ATCO RUBBER PRODUCTS, INC. Description Features and ATCO's UPC #076 is a UL 181 Class 1 Air Duct Benefits and is manufactured with a reinforced grey polyester jacket. • Air -tight Inner Core Energy efficient The UPC #076 inner core is air -tight and is No fiberglass erosion into airstream designed for low -to- medium operating pressures in HVAC systems. • Encapsulated Wire Helix No unraveling when cut to length Quick installation Construction • Smooth Inner Core Low friction loss A double lamination of tough polyester which Lower operating cost f;: ' " ;apsulates a steel wire helix forms the air -tight • Thick Blanket of Fiberglass Insulation u finer core to ATCO's UPC #076. The double- Meets Florida Energy Code requirements layer core is wrapped in a thick blanket of Energy efficient fiberglass insulation, which meets the require- Excellent thermal characteristics ments of the Florida Energy Code, and sheathed in a rugged and durable reinforced grey polyester • Tough Reinforced Polyester Jacket jacket. Tear and puncture resistant Low maintenance • Lightweight Compact Carton Applications Reduces warehouse and job site handling UPC #076 is designed for indoor use as a cost supply and return air duct in residential and commercial low -to- medium pressure heat- ing and air conditioning systems. ATCO's UPC #076 can be used as a complete air duct system and /or a branch duct connec- ting to mixing boxes, diffusers, light troffers, room inlets, or other terminal devices. • Code Compliance* • • ,ab ets requirements of Florida Energy Code. . 181, UMC 10 -1, SBCC, BOCA, NFPA 90A & " j } 90B, HUD 515 -2.1 (b), Cities of Chicago, New York & San Francisco, County of Dade (Florida), . • California State Fire Marshal. -ATCO recommends that you check with the local code body having • jurisdiction in your area to determine applicable codes. .‘,:.... ,., - - F ,:Pr - and Performance Data - A ,_.- - Air Friction Chart * UPC #076 is =, - -- -- --- ----•• Performance Data -r ---- - -- INIIIMINMIIIIIIIIMMII •ui11 ;m...fi !°0° In�� . siummum • Rated Positive Pressure: 10" w.g. per UL -181 (UL Listed „4. MI ; Wig /n%!::s1E i ��U1111 pressure ratings are determined in straight lengths (a 70:70 w ,�l/p : 111_�,�/�, ii 1► • NIHAU ambient temperatures.) i t 0001/ 911111 • Recommended Operating Pressures: (Determined in a 90° .dill. illy: ' �� / =.. --- 111 bend at elevated temperatures in accordance with ADC I� �" ": "" 7:i . "' FD 72 -R1 Test Code.) L , 1��M•v.aa.�•�M�tall!i�w NOM Maximum Positive: U ,� �i/''iA /-i /Irk ��II�•II III►S UM rn '°' / /� /RidUIIIM /►1S�II1!:' ':12. 11111 6" w.g. - 4" thru 12" Dia. 3 / ', �..� _ $ .+ t 11111 4" w.g. - 14" thru 20" Dia. e no j,t pp •_ (With factory installed metal collars, 2" w.g. - all diameters) Maximum Negative: 3 /4" w.g. - all diameters p ��'�� / ' l mom• / / • Maximum Veloci a � �� 1 1 1 11111111111111121111111111111111111111•1111111 tY 5,000 FPM • Vapor Transmission: .6 perms • Maximum Operating Temperatures: 7° —20 °F to 140 °F Continuous ((ct maximum pressure) t .) s,.. ,4 2.0 3.0 •psi • 8e•0,0 20 w wsobo ro.m —20 °F to 180 °F Continuous Pressure Drop ((r 2" pos. w.g. max.) (In. w.g. per 100 ft.) —20 °F to 250 °F Intermittent ((t Y /2" pos. w.g. max.) ' • R Value: 6.0 STRAIGHT RUN (In accordance with ADC Flexible Duct Performance • FD 72 -R1 Test Code of the Air Diffusion Council. Friction loss and Installation Standards (1991) using ASTM C -518 is computed in inches of water gauge per 100 ft. of straight at installed wall thickness on flat insulation only.) duct. By using CFM or FPM values for a given duct dimension, • Flame Spread: Less than 25 the friction loss can be determined. Conversion of CFM to FPM • Smoke Developed: Less than 50 also can be made. INSTALLATION: Air duct connections and joints shall be made per installation instructions outlined by ATCO Rubber . Products, Inc. and as required by the UL 181 listing Product Data procedure. (Installation instructions are included inside o each carton.) • • Length; 25' Atco Shipping Locations • Diameter: 4 ", 5 ", 6 ", 7 ", 8 ", 9 ", 10 ", 12 ", 14 ", 16 ", 18 ", 20" • Vapor Barrier: Reinforced polyester • End Treatment: 25'- plain ends • Packaging: 1 piece per carton Ip • Warranty • Atco warrants that all flexible ducts will be free from defects in material and workmanship • • • for a period of one year from the date of purchase only if the ducts are installed in accordance with Atco's installation Instructions and under conditons specified in Atco's • • performance data. The buyer's exclusive remedies for any detect in the flexible ducts shall be replacement or refund of the purchase puce, at Atco's option. O • ATCO MAKES NO OTHER WARRANTIES, EXPRESS, IMPLIED. STATUTORY OR OTHERWISE. IN PARTICULAR, ATCO MAKES NO WARRANTY OF MERCHANTABIL• ' " ITY OR FITNESS FORA PARTICULAR PURPOSE. ATCO SHALL HAVE NO LIABILITY B a l t i m o r e , MD • Cartersville, GA • Fort Worth, TX TO THE BUYER OR ANY THIRD PARTY FOR INCIDENTAL OR CONSEQUENTIAL Houston, TX • Greensboro, NC • P l a n t City. F L DAMAGES OF ANY KIND WHATSOEVER, INCLUDING, BUT NOT LIMITED TO. Riverside, CA • Sacramento, CA • Springdale, AR PERSONAL INJURY, PROPERTY DAMAGE. LOST PROFITS OR OTHER ECONOMIC INJURY DUE TO ANY DEFECT IN THE FLEXIBLE DUCTS. ATCO RUBBER PRODUCTS, INC. MATERIALS AND SPECIFICATIONS FOR THE FLEXIBLE DUCTS ARE SUBJECT TO CORPORATE HEADQUARTERS CHANGE WITHOUT NOTICE. 7101 GUMM LANE FORT WORTH, TEXAS 76118 - 7098 PHONE: (817) 595 -2894 A Distributed bv: FAX: 1- (800)- 366 -3539 TELEX: 758 -510 BROAN FANS 0 DATE UNIT MODE.: See Below PROJECT. Donner Park Community Center UNIT DESCRIPTION: LOCATION: Atlantic Beach, Florida CATALOG FAN INFORMATION MOTOR INFORMATION QTY MARK NUMBER CFM I SP RPM HP 'VOLTS HZ PH TYPE ACCESS0RIES 2 678 50 .125 2250 1 1 S90 93 .125 1050 1 3 S130 130 .125 1350 * *ACCESSORIES ** 1. #634 Slope Roof Cap • I X0002ROC TEST AND BALANCE REPORT J08: DONNER PARK 2072 GEORGE STREET ATLANTIC BEACH, FLORIDA 32233 GAME ROOM CFM REQUIRED CFM ACTUAL #1 240 230 #2 245 250 # 240 225 #4 245 240 #5 240 235 #6 240 235 ,, #7 240 250 #8 240 240 BATH #1 105 100 BATH #2 125 130 READING ROOM 100 105 OFFICE 115 110 e . 1 I DEPARTMENT OF BUILDING { CITY OF ATLANTIC BEACH ' . µ PERMIT INr°RMATI - - L13CATION INFORMAT .. - e,rzit Numb 16910 , cue s: 0` 0 f3E0R0E: STREET Pe ` ype FEi C'E ATLANTIC EEACH. FLONII;A 32 233 ` Iola of W ore :NEW "" LE AL DESCRIPTION 't ri er. Type WOOD FRAM S1ock.t � Lc t: wp Proposed Use Twla h 0 Lwe11 ngs 1 Section: r } Subd • C Iansx 1- ' 0 H. Est. Value. S�ubcIivisian.S ONNEN Improv. Cost: 1,,750 00 'T()tail Pees s 0 k 00 AmDunt Pte `3 0 k 00 ' ( Y Date Pa � � f.:f �.:+ D e , •.. . ; ,,4. _.i } ACE call, NLIN EMCE A r ,,» ss '. .: ' k el' � ? ON -- .:- A'PLICATION PEES ante' C� f p t , � z ' 3 EACH .ER I 0 0 .. ' T t h o f » L O tII3A 32 � �� ■ M 1}i V•i Si. k � k!#."k�" � + ;, , f T � } A uk'b1 ": ro"3' r ,' M " r „ . ; , y , F I r r ra t L'''' e .;, 'r .0 ° I TT,, a k$1- to �, tr ` , ° ` # „ » ^.,4,�� i S ., _ COIF CT# I " , - . ,T ION . - ame': ^ALtI PEN * , , CO - PANX' CF 44x ' ddr s ...6 S.8 3' W k . - .EE*Q R ' S?REET c » J`AC XSONVII, EE ,: FLORIDA 322 36.6891 1 Ex�p. i l f f 4 ti � ' � wG . dam . v.$.d .ii- '�*v�' `'E�3, s+ NOTES. { f i I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION ' . BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE .CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN' RESULT IN .'' E' TH'PR©PERTY OWNER P TWICE FOR BUILDING IMPROVEMENTS ISSUED ACCOR©ING TO APPROVED PLANS WHICH ARE. PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR .. VIOLATION OF APPLICABLE PROVISIONS'OF LAW. 3 A T L AN T IC ACH BUILDING P AR T MENT 1 'r : ' : 2 ::*( ; ,t, ' ' . tr.%.*.... r ( re. ' . .a. APPLICATION FOR FENCE PERMIT Owners Name CikI Af(4 Phone Job.Addrass t L Lot Block and /or Unit # Subdivision Contractor if different from owner 44j ed ,,,tr T )c Valuation. _of fence_ (Ail 5O. 00 Corner Interior. L • Type of Construction L. LtiA∎ � Show location and height of fence as well as location of street(s). Sts kr( c tte RECE /1/ED ►;11 241999 City of Atlantic Beach Building and Zoning Owner Signature Date Contractor Signature Date e l -2 "I' p , K Q, - (� 7 �� 441 \ \ cCA 6803 . BEAVER ST. CONTRACT Flqi W JACKSONVILLE, FL. PHONE: (904) 786 -2011 MPANY 32236-U91 FAX: (904) 695-0314 OF JACKSONVILLE DATE June 1 5, 1998 ( AI lit . 7 ^ RC ^ li1I ^ `!a'I'^ j ! 1 10. 4 �1 " " ; 1 I` i t' a1 11 1 1,I``r lI : a c Name: City of Atlantic Beach Home work 247 -5828 Address 800 Seminole Rd. city Atlantic Bch. State FL. zlp 3 2 2 3_ 3 JobAddress Donner Park Community Center Mayport Rd. to Dudley T1 to end. Directions Alan Sowder or Timmy Johnson Fax 247 -5805 CHAINLINK:Footage 300' Height 6' Gauge 9 2 " Framework Sch40 Pipe II , II Toprail 1 5/8" Lineposts 2 Terminals 2i Gates and other work with a 7gauge Bottom Tension wire. WOOD:Footage Height Style Top Pickett size Runner size Kind of Wood Gates and other work C V *Take down and haul off 210' of 6' Chainlink and 40' of Backstop. i exist ' *Install 300' of 6' fence (shown above) along with a new Backstop, l'take down consisting of: 40' of 12' 6ga. wire, 5- 3 "SCH40 Terminals, 1 5/8" i Bottom, Middle, and 2 Top rails (all welded construction),Inc�ludes 13$' a 6' overhang using 6' 9ga. wire, and 5- 2 "sch40 pipe extentions. *Install 2 -6'x 20' Concrete Slab 4" thick. ' *Install 2 Dugouts consisting of 106'of 8' 9ga. wire cut to fit. (7' in back & 71' in front). Insatll a Top, Middle, and Bottom rail , open (all welded construction). Leave 2 openings.Use 14 - 21" Pipe POsts 22' for Terminals and Lineposts. 6' *Roofs: 2 -7'x 211' Shingled Roof.(3tab /20yr Fiberglass) 15' 2 "x 10" Outer frame with 2 "x 6 "studs and 1 "x 4" strips. 10' i" CDX Plywood.(see details) S 4. . 20' 135' 122.6' 10' Contract Price i.1w.1,,.7.5. Ado , a ,Bi' NET DUE UPO ! ON.. .I agree that Allied has the right to make additional charges if unusual ground conditions hinder the installation. I agree that I am solely responsible for the location of the fence described In this contract. Charles McKinney SALES PERSON - — .-- .- -- -E - -- _- ..____ -_-- - -- CUSTOMER PRINTED NAM i t ^I /61:41.41' 61At� Air 1.' lwiii zsiaio^'Ia'I'^lay.6161I Ail �lvata i t f .:,, s W t t 3 yy V �1 �r .. CITY OF r t ,1t€a.atic 'ea % - . evrida ~ o 800 SEMINOLE ROAD - = � - ATLANTIC BEACH. FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 i■ FAX (904) 247 -5805 -A4 SUNCOM 852 -5800 July 15, 1998 Mr. Charles E. McKinney Allied Fence Company of Jacksonville 6803 West Beaver Street P.O. Box 6891 Jacksonville, Florida 32236 -6891 Re: Bid No. 9798 -30 DONNER PARK FENCING AND BALL FIELD IMPROVEMENTS Dear Mr. McKinney: This is to advise the Atlantic Beach City Commission, on Monday, July 13, 1998, accepted your bid in the amount of $11,750.00 as the best bid meeting specifications for CHAIN LINK FENCE AND BALLFIELD IMPROVEMENTS ONLY in the above referenced project. Please be advised that all work must be authorized in accordance with the city's purchasing procedures. We thank you for your bid and look forward to working with your firm. In the meantime if you have any questions, please contact our Community Development Director, George Worley II, at 247 -5817. Sincerely, 0-- ?4.-i---ik:(-5 - f Maureen King E :. Certified Municipal Clerk , MY MK/em 4 - xc: Purchasing Agen Community Development Director . ., :47,t , .=44 a ,? Ili f � EXHIBIT # 1 . • o " :. / 2 Mc� , 1 ,� ,; �� a 1 1):1„,> � I, .1 2, 44 . ' ' • . 1! ( * 4 % A d i % b *1 i ‘ S . : 0 )41.2 * I * 1 I 01 . d &I . I I . . __ 14 43 I I 1 I I IMp j ■ 4. • 131. t le 1 . <11:: 1 : OP i :411411 I ' . It elf . tri■ 'r 441 It - - 4 . 4 4 41.14.414 W- - "'-• 72 0 0 .,--- .. ,,,,,,,. - .1 ... , "',- ./ -44 . ,. ' ' o 17 ...,V / 7 7 s &lifi :. .'t.' '''-." . " :', y,-, ,..- , 2 ›c ..< ---- . . -- .. - OW f : etr ' , ' \\ I° 04 . tai �j�� St ;.r 000 ,.. ,p 1 4/4 P . R. ti IIIIIII • I *." 7 777 : 77 r' I .06 . - t 26 0 ,,, / : . /2, ,f)! S -. 1 cZ., J - . ) / 1 3- fr4 itAn i - i i /l/ i/ / 6./ 3 6,f,... !.) e,az i er., -- p ie( 42 5 4citc406: i . c;Ar)-11-ti da s �1) 1 \ .7 _�_ _� /://(\;.1 . ,._.cm - ,\ T DUTTON ISLAND RD. W \ WIPE RAMON MG A M N 111 0 1 411 10 L Tar • „ y C910[t MI MI-. , . DONNER PARK :Si'• MOWER S E MLmi . 1 SITE LOCATION 1 ,,a, q,,a,j SCALE: 1 /64 " =1 ' —0" p C Site Address: Project: 3125 Skyway Circle ft ••• Melbourne, FL 32934 DONNER PARK PAVILIG %LOW.° Donner Park Toll Free: 866 - 957 -2355 2072 George St. • Fax: 866 - 957 -2356 Atlantic Beach, FL 32233 , r1 IV:r ` CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD ° V.- 4 '" '(t ATLANTIC BEACH, FL 32233 p 0, 4‘ 6 , 1 1 % 1 0 6 \ I INSPECTION PHONE LINE 247 -5826 Application Number 09- 00001131 Property Address 2072 GEORGE ST Date 8/12/09 Application type description COMMERCIAL ADDITION /ALTERATION Property Zoning TO BE UPDATED Application valuation . . . 6310 Application desc NEW SHELTER /DONNER TENNIS COURTS Owner Contractor ADVANCED RECREATIONAL CONCEPTS 3125 SKYWAY CIRCLE MELBOURNE FL 32934 (407) 383 -9194 Structure Information 000 000 Construction Type . . . . . TYPE 5 -B Occupancy Type BUSINESS Flood Zone ZONE X Permit BUILDING PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee .00 Issue Date . . . 8/12/09 Valuation 6310 Expiration Date . 2/08/10 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05 -'06 SUPPLEMENTS. 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. v CITY OF ATLANTIC BEACH 7 , �A 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 09- I 1 1 1 r. I',I OFFICE: (904)247 -5826 • FAX NO,:(904)247 -5845 J �/ BUILDING- DEPT @COAB.US 1 - BUILDING PERMIT APPLICATION DUVAL COUNTY 1. JOB ADDRESS: / f 2. VALUATION OF WORK I 3. SQ. FT. UNDER ROOF ;.0 77:2 6 a e- S 71 e , /AT 46- ( 7 G( ,/ 1 ` . % 6 3l0 U( 4. LEGAL DESCRIPTION) k CLASS OF WORK: 6. USE OF STRUCTURE: LOT BLOCK SUB DIVISION p BUILDING ❑ DEMOLITION ❑ - ESIDENTIAL 7. DESCRIPTION OF WORK: ❑ ADDITION ❑ CONVERTING USE ►_ OMMERCIAL ) / f J ❑ ALTERATION ❑ ACCESSORY BLDG. FIRE SPRINKLER: ..{� lR S',4,17 / i tY L' a 't S ter e 74 r' ❑ REPAIR 0 POOL / SPA 0 YES ❑ N/A PROPERTY OWNER: El MOVE ❑OTHER (gyp CONTRACTOR: ARCHITECT / ENGINEER: 9. NAME: C / d r i t A1 /k a i' C 15. COMP NY NAME: ) / 23. COMPANY NAME: A`(ktvt /*( bi0oe,I Coi4C(76 'Tea( 16. NAME: f '� 24. LICENSEE NAME: L Q Z et V C,) F•• 1.-is C.. Z 10, ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 7/ ccr c, j3 i L i3C / S G or 25. STATE OF FLORIDA LICENSE NO.: PO �v x 18. ADDRESS: 3/.2S S tn� i 26. ADDRESS: Af /G H T ..0 ac'c,.d i / C ? 3 3 /IA e i /"O to rG7 C f-e 3.,;2 i31r 11. OFFICE PHONE: 112. FAX NO.: 19. OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: 1 28. FAX NO.: 3:1/ -775 -- 06°0 13 ,- ;I/P - `Co 13. CELL PHONE: 21. CELL PHONE: 29. CELL PHONE: 407 3 S'3-9/?t( 14. EMAIL ADDRESS: 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: Fc.) z G..) Pily - S pe, -C.e S er',I,:CPS co,..., FEE SIMPLE TITLE HOLDER: (IF OTHER THAN OWNER) BONDIN6 COMPANY: MORTGAGE LENDER: 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. OWNERS 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. OWNER or AGENT CONTRACTOR (If Agent, Power of Attorney or Agency Letter Required) . a ual r er Only) Signed: Date: . Signed: �-_ y -. cicr Date: Before me this day of , 2009 in the county of Befor: - this y ' of A 143 , 2009 in the county of r Duval, State of Florida, has personally appeared Duval, State of Florida, 1 personally appeared rrt Diaz herin by himself / herself and affirms that all statements and declarations are herin by himself / herself and affirms that all statements and declarations are ' '.,,;,ro. *•aw.,, true and accurate. true and accurate. Notary Public at Large, State of , County of Y Notary Public at Large, State of F L.- County of pj Y [ VII Yri j 111. ❑ Personally Known afersonally Known ' e ❑ Produced Identification - ❑ Produced Identification - ; l CM 'a' '3 Notary Signature: Notary Signature: C/ QXbt Q IQ �jA F 1 1 1 CODE 1 Cup i CC[.1 1:7w. . _ Y - Xe , ..` �! 1 . F °.'- 411) I J i • oa r P% Notary Public State of Florida �� ■ t °E Pe . k ..t ^ Tamara Listar R: - 1 • I ► M ' ? �o�� ExpC D815314 es 08/17 201 F �a ill C . . Recreational f.:._, -to act on illy bc-±1 - kn. - t1: C., of War - L ..t=1; 1)e pei „at a location f -,,, - 17--.<9-q6 -0 000 7 ,,,, , --' -------' ( rnt- forcgoing in.strument w. P0-7 ' t (1-IF,' 1 clay (- Au of 21). 01 1)7_ rred Dial, eY ou Notary Public State of Firil: y: :i Orf ..: '; : ? It I T: Tamara Commission n posit ,,3 1 4` C' or o s, Expires 08/17/2012 0 CUL CL C:221..b t Notary Public, Florida 3125 Okylt.uly (..5. Illeibourne, FL 32; 7 Fr e e : 81_56 --f--L'J 7 35 11 865-957-235C wi or scL,c0,722 EXISTING FENCE 1 a a 22'—. s" 12' -0° PROPOSED S 4 s' —o~ SHELTER 0 TO BE BUILT OVER 4 ®, EXISTING CONCRETE d ° SLAB $ 4 4 v c c e O O 1 1 d v o d- 4 ° G. N N o G d ° p °.. 4 0) ° d ° . i a O) o d v dv d v 4 . et di 4 ° • ° °. Q v d d 9 l ° u d . 4 . . 4 v 2 d . o d ° d 4 d v. • ° EXISTING CONCRETE © SHELTER LOCATION 1 A SCALE: 1/16 " =1' -0" Media Size Checked By: Date: Revisions 11 x 17 Sheet August 3, 2009 Drawn By: Project Code: Scale: J One Burke 402 As Noted -, . EiTiTE PY t,,, AL j . s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j = ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 08- 00000551 Date 4/28/08 Property Address 2072 GEORGE ST Application type description DECK /PATIO Property Zoning TO BE UPDATED Application valuation . . . 20500 Application desc PICNIC SHELTER Owner Contractor CONTRACT CONNECTION 504 S. SECOND ST JAX BEACH FL 32250 (904) 249 -5353 Permit BUILDING PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee .00 Issue Date 4/28/08 Valuation . . . . 20500 Expiration Date . . 10/25/08 Special Notes and Comments *2004 FLORIDA BUILDING CODE W/'05 -'06 SUPPLEMENTS. 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE * FOOTER INSPECTION SHALL INCLUDE: RE- INFORCING STEEL TIED IN PLACE; ANCHOR BOLTS IN PLACE. * Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �� 08 CITY OF ATLANTIC B EACH 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 OFFICE: (904)247 -5826 • FAX NO.:(904)247 -5845 BUILDING- DEPT@COAB.US -PrO BUILDING PERMIT APPLICATION DUVAL COUNTY ". E•Zw � "a 0.4-00 r i, t 5,. s�;'a ar " , a .. a , 0. ' a EAMI. Vi e `qs 7°s. J,�ro3r &; Lt_+° ea.�4.ID.:�.'p°a 0° a ,. ,,. a � e w b6 iE p, ; 20 2 G? '97 0 2 b, 660 4 1 '3© 3 • +.4 _ e.n ,„: ., vme, 4 artr -,,, >`, ,a„,tta.,:F7 ,E^ ;e, 4 .,„,'hy.,,: ,«:. 'a r ,lif a: !, "`l:.a:a xx xrs'."" ^ NEW BUILDING ❑ DEMOLITION ❑ RESIDENTIAL LOT BLOCK SUB DIVISION ❑ ADDITION ❑ CONVERTING USE '• COMMERCIAL . . � ❑ ALTERATION 0 ACCESSORY BLDG. ` ,;„ °` a ,,. „._, p,cAnc s rR zeX 24I ❑ REPAIR ❑ POOL /SPA ❑YES N/A ❑ MOVE ❑ OTHER ❑ NO 9. NAME: 15. WMPANY NAME: 23 COMPANY NAME: C rry ©F A4rLf3JT/c �3G�tcH (4 1I17) C7 CON l✓ /� 16. NAM • o dd i 24. LICENSEE NAME: 10. ADDRESS: 17. STAT OF FLORIDA LICENSE NO 25. STATE OF FLORIDA LICENSE NO.: qC0 7 to, y, IZO0 18. ADORES z ��, a J. 26. ADDRESS: APle. 32. t K- 3" SA1 ( 5 11. i O i l -2 4 "! O J O I1 ��ir 5e05 g Oti -2 9�l I2Q y�f L �, 27. OFFICE PHONE: 128. FAX NO.: 13. CELL PHONE: 21. CELL PHONE: 9 /V L ` //] /y 29. CELL PHONE: 14. EMAIL ADDRESS: 22. AILAID' 30. EMAIL ADDRESS: �` 1. 4 CO Nrm,cr Co'r p. * a ,: a , ,.,. «t ,,, -" , 3 �'a`' , x; ir ii " y r . , :, , a , z w .,• a a « ,.;Ttlg$fi c, iiik4Act :, ,, , 31. NAME: N hi. 33. NAME: A ^ 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, • ' ' 1 T WI ' OUR LENDER OR A ,ATTORNEY BEFORE RECORDING YOUR :� CE,* _ COMMEN ■ EMENT. Y 1' t� ', < 9 .,' '' q " 0 , .'� k Ce,� � x.� ., � h .era « ,3� re.M' £rn _ . k < a . , 5 , , " .., .., ,. .i?� ,4,,,fm, C � r '" ; 4 Signed: t Date / . - 2 3 `A / Signed: ∎ A I �L� .- _: 7� LET" D8 Before me this03 of , 2007 in the county of Before me this ' day of /MEM , 2017 in the county of Duval, State of Florida, has personally appeared Duval, State of Florida, has personal y appeared 601 (�-/ e ,r) 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 r - , County of d �k-kiQ-' ❑ Personally Known ❑ Personally Known ❑ Produced Identification - Dfoduced Identification - Notary Si•nature: Notary Signature: �..____ REVIEWED FOR CODE COMPLIANCE ' CITY OF ATLANTIC BEACH - - ,.- - - • - ( • �..••Y.,, , K. CUNNING , *�- .._-, »°�. COAB aRM BLDG01: E07 S FOR ADDITIONAL ` � i 1 � , Notary Public - Sta ( •;. ∎''"'"' s . +.w.,. ,, ,.. ` "t" REQUIREMENTS 4/�B�4BMIT AND CONDIIONS. � a • =My Commission Expire " • 2 • s it U - . ± , 4 - c-��. Commission # D ,. E COPY . REVIEWED BY: ( DATE: 7 , / ' " ,, Bonded By National ,` ss Nic, Pe-1 rr 1'4— • . rs� ,,7 CITY OF ATLANTIC BE Cr , r PERMIT J x = t• ; G/ ZONING DEPARTMENT A PPL�CAT f- ="' ,,,ry -- ,2 800 Seminole Road Co- l �a -••"•* :+•. M Atlantic Beach, Florida 32233 4 " JS,I o f (904) 247-$000 (904) 247 -5845 Fax www.coab.us ■ . APPLICATION TRACKING FOR 1 1 . • •'- RED DEPT: J r i PLANING Props Addre: c l//J , 2 & &-J ` ( BUILDING • F- BEM PUBLIC WORKS • licant: Cal=tro C_t O PUBLIC UTILITIES Project: J `4 (.( t, I _ fop r �U� /- �r _ FIRE DEPT. C 1 II Y A, PUBLIC SAFETY • • cn •APPROVAL al 6 0 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: it Y N D.E.P HUFS I i LER 1 Tc Cf Y N S.J.RW.M. CARPER y cc Y N ARMY CORPS of ENG CARPER O Y N HOTELS & RESAURANTS HUFSTETLER I APPLICATION STATUS . _ _ _ CIRCLE ONE: • SITE BUILDI DA AP REVIEWED BY: I lA DATE: 0 1ST REV 0 14, i ,k �{,Y / i ,ry " `y Y'c)O G .0 • PLANNING 0 0 2ND REV BUILDING PUBLIC WORKS PUBLIC UTILITIES i FIRE DEPT. PUBLIC SAFETY 3RD REV ja • • • 12' x 24' PITTSBURGH GABLE END SHELTER (4:12 Roof Pitch) DESCRIPTION OTY DESCRIPTION OTY Column (C1) - 5 "x 5" x 3/16" x 8'- 3 15/16" (Beam: 8' -6 ") 4 LITCHTOP PRE -CUT METAL ROOF: - Rafter Beam (RF1) - 5 "x 7" x 3/16" x 6' -0 1/16" 4 Panel "A ": 36 "w x 75- 7/8 "lg 2 (Beam: 6' -3 ") Compression Ring (CR1) 2 Panel "B ": 36 "w x 75- 7/8 "lg 12 Ridge Beam (RBI) - 5" x 7" x 3/16" x 19' -5" 1 Panel "C ": 36 "w x 75- 7/8 "lg 2 (Beam: 19'-4 1/2 ") Ridge Beam (RB2) - 5 "x 7" x 3/16" x 1'- 8 1/2" (Beam: 1' -8 1/8 ") 2 Ridge Trim— 29ga x 6" x 6" x 10' -0 "lg 3 Purlin (P1) - 5 "x 5" x 1/4" x 19' -7" 4 Eave Trim - 29ga x 5" x 5" x 10' -0 "lg 10 (Beam: 19' -6 1/2") Purlin (P2L) - 5" x 5" x 1/4" x 1' -9 1/2" (Beam: 1' -9 1/8 ") 4 Panel Cover - 24ga x 1 -1/2" x 2 -1/2" x 10' -0 "lg 10 Purlin (P2R) - 5" x 5" x 1/4" x 1' -9 1/2" (Beam: 1' -9 1/8 ") 4 Zee Trim — 24ga. x 1" x 1 3/16" x 1" 4 #12 -24 IMPAX45 Screw (Self Drill/Tapping) (Roof Panels -to- Frame) 500 HARDWARE: 14ga x 7/8" LAP /TEK Screw (Self Drill /Tapping) (Trim & Overlapping Ribs) 250 3/4-10 x 7 1/2" B7 Threaded Rod 16 Pop- Rivets 250 %-10 x 3 "Ig A325 Hex Head Bolt 24 %" Compression Washer 56 %-10 A563 Hex Nut 32 Anchor Bolt Template - 11" x 11" (w/03/4" holes) 4 Anchor Bolt - %-10 x — 13 "x --3" 16 %" Lock Washer 16 % -10 Hex Nut 32 Touch -Up Paint [Frame Color] (Cans) 1 JASON M. 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' -." ss Building D (To be assigned by the Building Department.) 3 .J 800 Seminole Road D Q - 1/21 -. ` "0" -,- ' Atlantic Beach, Florida 32233 -5445 S C / Phone (904) 247 -5826 • Fax (904) 247 -5845 • o;; lsi%- E -mail: building- dept @coab.us Date routed: f / 6/D g City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �6 ?c2 G to eet L S-1- Department review required Ye,/No /• iiiidiri // Applicant: AcJ'pA IffC U 14 "nw/ 06 g r P ni • g P Tree Administrator Project: ..,c-/71 -1 7 C 4. _ lic Work Public Utilities Public Safety Fire Services Review fee $ . Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Eoved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: (Y/6/ 6 c l TREE ADMIN. Second Review: (Approved as revised. nD ied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. (Denied. Comments: Reviewed by Date: Revised 05/14/09 5��i\ City of Atlantic Beach APPLICATION NUMBER '` r :41':":4-!‘:. �' � g p (To be assigned by the Building Department.) v 800 Phone Seminole (904) 247 5 Road 826 D 9 _ // / " Atlantic Buildin Beach, De Florida artm ent 32233 -544 Fax (904) 247 5845 Q / ,si�'' E -mail: building- dept @coab.us Date routed: Q (0/09 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: c2t 7a ; Ea eQ L � ? artment review required Yes No // 6 li Applicant: 740101 / P.Mb 1 rLk i yr a/ (s,)ctar P , nia & Zg ��//"�I p Tree Administrator Project: S//S_/ 7 i( lic Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. (Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING, Reviewed by: g#0,44,14 Date: 4/?l TREE ADMIN. Second Review: Approved as revised. (Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. Denied. Comments: Reviewed by: Date: Revised 05/14/09 ,l- '7j,� 8'G g3 �"'`s '� CITY OF ATLANTIC BEACH ;; ° i 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 09- r . I l I I I ✓ i OFFICE (904)247 -5826 • FAX NO.:(904)247 -5845 BUILDING- DEPT(d1COAB.US --:?,-.-_,---,'--/ BUILDING PERMIT APPLICATION DUVAL COUNTY ° 1, JOBADDRES &; BU L , , 2. VALUATION OF WORK: 3. SQ. FT. UNDER ROOF -o 7.2 C- dv'ci e S j , Ali,...-46- � ,-ac( C G 3/0, c) o - 2 - , r - OF 4. LEGAL DESCRIPTIO CLASS OF WORK: 6. USE OF STRUCTURE: NEW BUILDING ❑ DEMOLITION ❑ RESIDENTIAL LOT_ BLOCK SUB DIVISION ADDITION ❑ CONVERTING USE COMMERCIAL 7, DESCRIPTION OF WORK: n , / ❑ ALTERATION ❑ ACCESSORY BLDG. FIRE SPRINKLER: HS !41 a / SAe7y! ❑REPAIR ❑ POOL /SPA ❑ YES ❑N /A 0 ❑OTHER ]O PROPERTY OWNER: CONTRACTOR: ' ,' ' , ARCHITECT / ENGINEER: / 9. NAME: " / 0 .� 9 /� . / /QGe / e 15. COMPANY NAME C, � 23. COMPANY NAME: } ' � r / A L i C ) k a e e / ' let-a :6 „„,/ , / Co ii er 7'l5 1> eac -V� 16. NAME:) / 24. LICENSEE NAME: aZct ✓o Ds C: z 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: 7/G oreo, (3 U C CC i a S G oSI 18. ADDRESS: - ,� 28. ADDRESS: 1 ,Pe 13v7� 3f. / rw c. "rc /� Af /,'c f-3ec f f( 3 3 /,^ e / ��'uvtiC R' 3.2 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: 20, FAX NO.: 27. OFFICE PHONE: 28. FAX NO.: . 3 '31-775 - 0 6 0 0 331- 342 - 'off /r9 13. CELL PHONE: 21. CELL PHONE: 29. CELL PHONE: 4 1 0 7 3 S 14. EMAIL ADDRESS: 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: Fe c, z p P y'sp c-e s ecvIte5 Zkvit4. FEE SIMPLE TITLE HOLDER: BONDIN COMPANY: tlF oTHeR TrIAN owNeR) , MORTGAGE LENDER: 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. OWNER or AGENT CONTRACTOR (If Agent, Powedof Attorney or Agency Letter Required) ,,c .4 ualfier Only) c� Signed: Date: Signed:�( %� � , Date: O - / - cf y Before me this day of , 2009 in the county of Before this 4 ' of A 143 , 2009 in the county of Duval, State of Florida, has personally appeared Duval, State of Florida, ,F personally appeared Fred Dieu, 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 F L. - , County of 1.3Yt V/3 Yet ❑ Personally Known Ifersonally Known ❑ Produced Identification - ❑ Produced Identification - Notary Signature: Notary Signature: V (1Xyt.Q.IQ cAA • r Y P(, Notary Public State of Florida Tamara Listar BLDG01 Permit Application Bldg: REVISED: 12/18/2008 y My Commission DD815314 i ? o, 0:1 Expires 08/17/2012 r +_-vi ; City of Atlantic Beach t :,,I j 0 7 Um APPLICATION NUMBER � ' p '` � '.4,0;;��r• � � +� Building Department (To be assigned by the Building Department.) M 800 Soa ^ j ))) iFloida 32233 - 54451 // a Phone (904) 247 5826 Fax (904) 247 -5845 E -mail: building- dept @coab.us Date routed: / (% City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: c20 ?a G Ep fc L S- Department review required Yes No Applicant: 4 kpAI(itb fcrt*-lid»a/ 0 ct r ?c �.: .. g LL pp P Tree Admnistrator Project: Si'/5_/ 215 orks Public Utilities Public Safety Fire Services Review :fee $ Dept Signature , Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. _ Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: 7/07 TREE ADMIN. Second Review: (Approved as revised. Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: FlApproved as revised. (Denied. Comments: Reviewed by Date: Revised 05/14/09 1 1- / //2- ec, 83 .,:11-"'''''');',„ , �/ CITY OF ATLANTIC BEACH O � - y, 8 00 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 � , , OFFICE: (904)247 -5826 • FAX NO.:(904)247 -5845 BUILDING -D E PT@ C OA B. U S - - °" PERMIT APPLICATION CATION DUVAL COUNTY 1, JOB ADDRESS:., 2. VALUATION OF WORK " 3. SQ FT. UNDER ROOF ` O 1 ; 2 -e d ,' c e S A / %�, /,'d 8,..,./.. 1 G 3/0, c ‘' 4. LEGAL DESCRIPTIO 5. CLASS OF WORK 6. USE OF STRUCTURE LOT BLOCK SUB DIVISION EW BUILDING 0 DEMOLITION 7, DESCRIPTION OF WORK • ADDITION ❑RESIDENTIAL ❑ USE ► OMMERCIAL 0 ALTERATION ❑ A CCESSORY CESSORY BLDG. :.;FIRE SPRINKLER o S hia lc 'o"- a C (17 e r ❑REPAIR ❑POOL /SPA ❑YES ❑ N/A PROPERTY OWNER: ❑ MOVE [3 OTHER W O 9. NAME: CONTRACTOR ARCHITECT /ENGINEER: C;/r d A /�'c 15.CO NY NAME: _J ` I �j / 4 C N ( c Rec fa-,7 G,�,.: / Cou C� ) COMPANY NAME: /> '�'�C' ,(�, 16. NAME: i 24. LICENSEE NAME: 10. ADDRESS: Q Z ut v'cs D,' z 17. STATE OF FLORIDA LICENSE NO.: c C j .2 5 G a5� 7J � U C �G � j3 V 25. STATE OF FLORIDA LICENSE NO.: 1 / 7Q go 18. ADDRESS: /� S S Wt 26. ADDRESS: 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: 28. FAX NO.: '3 J/- 775 - 6600 3.2 _ alt ; -2-a /G, 13. CELL PHONE: 21. CELL PHONE: e/Q 7 G 3 O ? 9/ ? 1( 29. CELL PHONE: 14. EMAIL ADDRESS: 22. EMAIL ADDRESS / 30. EMAIL ADDRESS: FEE SIMPLE TITLE HOLDER: % Z s ' S C�J % CPS Co f (IF OTHER THAN OWNER) BONDIN COMPANY: 31. NAME: MORTGAGE LENDER: 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. YOUR FAILURE TO RECORD A NOTICE OF COMMENCE R. MENT MAY PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. NOT NOTICE IN YOUR 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. OWNER or AGENT (If Agent, Power of Attorney or Agency Letter Required) CONTRACTOR ' � user Only) Signed: Date: Signed: (1",,...--/ Date: - / - G ' c r Before me this day of , 2009 in the county of Befor " this I f Duval, State of Florida, has personally appeared of A 9 2009 in the county of Duval, State of Florida, personally appeared rirta 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 F L- County of Sift y13 rd ❑ aesonally Known ❑ Produced Identification - L ❑ Prroduced oduced I Known Identification - Notary Signature: � � Notary Signature: (3 COM -aka giA eity Put Notary Public State of Florida BLDG01 Permit Application Bldg: REVISED: 12/18/2008 ? Tamara Listar c t My Commission DD815314 ?o M1 Expires 08/17/2012 Nil E 1, R( ))7. .M.ET.A.L 14 CORPORATE OFF1OF * PO BOX 1148 - SHREVEPORT LA 71163 1148* (318) 7 47 8000 * FAX 18i 478O29 ‘IIECIll lif: 1101 I r 1 Issue Date : September 9, 2004 Revised: January 4, 2008 No. 04-188-04 Florida State Approval Structural Metal Roofing (Applied over open framing) The following roofing products have been approved by the Florida Building Commission for being in compliance with the 2004 Florida State Building Code. Panel Name Minimum Florida Apprm al Number Panel Profile Gauge ' MasterLok 90 24 1747.1 Max-Rib 29 1747.2 Maxima 24 1747.3 r -1 r., , Maxima ADV 24 1747.4 1 MedallionLok 24 1747.5 C, ) Mega-Rib 26 1747.6 " \,__,/ N N., ,,,' \_,/ N, /— Mirage 24 1747.7 \ Multi-Rib 26 1747.8 1 \ _..,. J \\_ _ J \\._ 7 \ R-Panel 26 1747.9 - N„,- — —7 — -....\-- 7 MasterLok FS 24 8051.1 cl-\- _ —13 U-Panel 26 8885.1 For additional information and verification please visit www.floridabuilding.org . CORPOFIATE OFFICE SHRFVEPORT ,OtiAN r' fig 0 ,, , INIlIsi Litchfiekke7.44-r2givIgibRittsed.frgh,•00erp101.19jter WESTERN DIVISION 4,'T DIVIK.ION ,\INC1-4 r'I- ''A SOISINVIIPSOIWirgid*.WROW C TV L A BLUEGRASS DIVISION. WEST TEXAS DIVISION . MERKEL TX GREAT LAKEINSA 1:101 MARSHALL MI t I �a R (. . T fi #__� IV OOPPORATE OFFICE 0 P.O. C=(> 1 ;rHREV P , ORT, LA 71 163-11 , 18 > (318) 717- 80100 . FAX +,318i 747 -8029 'tECI -1 1CAL B'JU Issue Date : June 1, 2006 No. 07- 233 -06 Multi -Rib - 36° COVERAGE SECTION PROPERTIES TOP IN COMPRESSION BOTTOM IN COMPRESSION GAUGE FY WEIGHT V Pa end P $ KSI a int x e M Ix Se Ma (KSI) (PSF) kip /ft. Ibs /ft. Ibs /ft. (in. /ft.) (in. /ft.) kip- in. /ft. (in. /ft.) (in. /ft.) kip- in. /ft. 24 80.0 1.14 1.0863 268.00 452.99 0.0510 0.0559 2.0100 0.0317 0.0521 1.8700 1 Section properties are calculated in accordance with the 2001 AISI North 4 lx is American Specification for the Design of Cold- Formed Steel Structural Members. 5 Se is for dbending determination. 2. Va is the allowable shear 6 Ma is the allowable bending moment 3 Pa is the allowable load for web crippling on end & interior supports. . PP 7 All values are for one foot of panel width. Allowable Uniform Loads (PSF) Span Load T a Span in Fee t YP 1.50 2 00 2 50 3.00 3.50 4.00 4 50 5.00 5.50 6.00 6.50 7.00 7.50 8.00 8.50 9,00 Positive Wind 595 335 214 148 109 83 66 53 44 37 31 27 23 20 18 16 Negative Wind 554 311 199 138 101 77 61 49 41 34 29 25 22 19 17 15 Single Live 595 335 214 148 109 83 66 53 44 37 31 27 23 20 18 16 Deflection (U180) 1320 557 285 165 103 69 48 35 26 20 16 12 10 8 7 6 Deflection(U240) 990 417 213 123 77 52 36 26 20 15 12 9 7 6 5 4 Positive Wind 499 293 191 134 99 76 60 49 40 34 29 25 22 19 17 15 Negative Wind 529 312 204 144 106 82 65 52 43 36 31 27 23 20 18 16 2 Span Live 499 293 191 134 99 76 60 49 40 34 29 25 22 19 17 15 Deflection (U180) 2579 1088 557 322 203 136 95 69 52 40 31 25 20 17 14 11 Deflection(L/240) 1934 816 417 241 152 102 71 52 39 30 23 19 15 12 10 8 Positive Wind 600 357 235 166 123 95 7 5 61 50 42 36 31 27 24 21 19 Negative Wnd 633 380 251 177 132 101 81 65 54 45 39 33 29 25 23 20 3 Span Live 600 357 235 166 123 95 75 61 50 42 36 31 27 24 21 19 Deflection (L/180) 2020 852 436 252 159 106 74 54 40 31 24 19 16 13 11 9 Deflection (0240) 1515 639 327 189 119 79 56 40 30 23 18 14 12 9 8 7 Positive Wnd 568 336 221 155 115 89 70 57 47 40 34 29 25 22 20 17 Negative Wnd 600 358 236 166 123 95 75 61 51 42 36 31 27 24 21 19 4 Span Live 568 336 221 155 115 89 70 57 47 40 34 29 25 22 20 17 Deflection (L/180) 2145 905 463 268 168 113 79 57 43 33 26 21 17 14 11 9 Deflection (L/240) 1608 678 347 201 126 84 59 43 32 25 19 15 12 10 8 7 Notes 1. Allowable uniform loads are based upon equal span lengths 2 Positive Wnd is wind pressure and is NOT increased by 33 1/3 % 3 Negative Wind is wind suction or uplift and is NOT increased by 33 1/3 %. 4 Live is the allowable live or snow Toad. 5 Deflection (L/180) is the allowable load that limits the panel's deflection to L/180 while under positive or live load. 6 Deflection (L/240) is the allowable load that limits the panel's deflection to L/240 while under positive or live load. 7 The weight of the panel has NOT been deducted from the allowable loads 8 Positive Wnd, Negative Wnd, and Live Load values are limited to combined shear & bending using Eq. C3 3 1-1 of the AISI Specification 9 Positive Wnd and Live Load values are limited by web crippling using a bearing length of 2 " 10. Web crippling values are determined using a ratio of the uniform load actually supported by the top flanges of the section CORPORATE OFFICE RF 1EP RT, f O(.lIcyIA,::.,t'1. ... .............___....__...__.... ON NTO Litchfi ; �� #1 tiitts tLE 9� r lter WESTERN DIVISION - WEST T DIVISION • �� x TX ; O ° PSaign, . LA 1 r', LA ' GREAT LAKEIN9R+ �fj48 MARSHALL, M, BLUEGRASS DIVISION 7.' t „ + ' 4 7-1 Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B 1 Grand Blanc, MI 48439 I Ph: 810.695.0793 1 Fax: 810.695.0569 I www.buddesign.com Roof Panel Data Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 46 of 48 . ^' • ' } RP Bud Design & Engineering Services, Inc. /or75u, Saginaw m Suite a/ Grand Blanc, ^o*m439| n`om^p .0793 1 Fax: 810.695.0569 1°=m°.uwuueuo"tcwm Concrete Failure Analysis: Concrete Breakout Stnmmgth, Tension: Cmm = 17 in Ncuo = (An/Am) / / d>» Nu Edge Distance = 17 in Embedment, h 14.00 in �� = 1.00 AN = 2500 inu �� = 0.84 Awo = 1764 in » = 1.00 nAwo = 3528 in k = 24 A" = 9 4 3 5 2 Nu = 9514.10 A" = 1300 .5 in fo = 3000.00 psi n8vo = 5202 ino N"un = 50.85 kips Concrete Breakout Strength, Shear: Pullout Strength, Tension: Vcbg = (A,AAm) � �s �o /�rVb Npn = d>* N ' xs = 1.00 N = 10598 'Lo = 0.90 1 1.00 cr = 1.00 Nnn = 42.39 kips Vb = 35276.11 Vcbg = 23.03 kips Pryout Strength, Shear: N, = 76.83 V 38.15 V"v =hun Nebw = 50.85 V cbg = 23.03 Np, = 42.39 \L' = 25.43 Nub = 12.71 kips — hup = 2 V 25.43 kips Interactive Equation: V < N V + < 12 6N» 6Vn 0.70 < 1.2 OK Litchfield #173*8 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD-08-301 Page 45 of 48 L ef . Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite 8 I Grand Blanc MI 46439 I Ph: 810.695.0793 I Fax: 810.695.0569 t www.buddesign,com BASE PLATE DESIGN (CONTINUED): Bolt Shear: Va II = (1)AbF # of bolts ) 38.15 kips 38.15 > 1.78 OK V = 38.15 kips Bolt Tension: P all = (1)A # of bolts ) 38.42 kips 38.42 > 21.80 OK N = 76.8319 kips Base Plate Check: M= 32.69 kip-in Z,, = M/F = 1.01 in 1.01 < 1.55 OK Use: 11 in. x 11 in. x 0.75 in. thick baseplate with (4) 0.75 in. dia. x 16 in. anchor bolts with 8 in. bolt spacing Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD-08-301 Page 44 of 48 L eP Bud Design & Engineering Services, Inc. 10775 5, Saginaw St. S ife 8 1 Grand Blanc. MI 48439 i Ph: 810.695.0793 1 Fax: 810.69.5.0569 I www.buddesign,ccn BASE PLATE DESIGN: Column and Base Plate Perameters: Footing Parameters: Column Width, D = 5.00 in. 111111 Mil Plate Length, L = 11.00 in. MEW Mg Plate Thickness, t = 0.750 in. MiliallifiriNanti Soil Conditions: Bolt Spacing, C = 8.00 in. Soil Bearing Pressure, q = 1500.00 psf C Maximum Passive = 1500.00 psf Allowable Passive = 250.00 pcf Applied Forces: Axial, Pdn = 6.14 kips Shear, V = 1.78 kips D Moment, M = 14.53 kip -ft 7 r . Uplift, P = 3.60 kips P Given: 1 Bolts: P Fu = 58 ksi F = 36 ksi 71 - 7 .---- Y { Area, A = 0.44156 in2 V Bolt Tension, T = 21.80 kips (both bolts combined) "~ Base Plate: Fb = 32.4 ksi Z = 1.54688 in' �n L W d y Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 43 of 48 • 1:1?:P , Bud Design & Engineering Services, Inc. 10775 5. Saginaw St. Suite B 1 Grond Blur MI 48439 1 Ph: 810.695.0793 1 Fox. 810.695.0569 1 www.#' >udde$ign.C:Qrn DRILLED SHAFT FOUNDATION DESIGN WITH GROUND SURFACE CONSTRAINT Foundation Dimensions: Soil Conditions: Diameter, W = 3.50 ft Allowable Soil Bearing Pressure, B = 1500.00 psf Depth, D = 4.00 ft Allowable Lateral Soil Bearing Pressure Lpa = 100.00 pcf Applied Column Reactions: Foundation Properties: Axial, P = 6.14 kips fc = 3000 psi Uplift, P = 3.60 kips Number of Vertical Reinforcement Bars = (9) Dead Load, DL = 0.93 kips Vertical Reinforcement Bar Size = #5 Shear, V = 1.78 kips Horizontal Tie Size = #4 Moment, M = 14.53 kip -ft Horizontal Tie Spacing = 8 in. o.c. f = 60000 psi Ground Surface Constraint (O =No / 1 =Yes) = 1 Bearing Pressure Analysis: Area of Footing, Af = nW /4 = 9.62 sq. ft. Actual Bearing Pressure, B = (P / A *1000 = 1218.18 psf Allowable Soil Bearing Pressure Exceeds Actual Soil Bearing Pressure - OK PIP Uplift Analysis: Factored Wind Uplift Load = ((P„ *1.5) *1000) = 5404.50 lbs. A.... Weight of Footing, Wf = 5580.25 lbs. i ` Weight of Footing Exceeds Factured Wind Uplift Load - OK Z a VERTICAL MARS '1 . . • Foundation Lateral / Overturning Analysis (Constrained): �\ �r + , Allowable Lateral Pressure, S3 = (Lpa *D) = 800.00 pcf 4 . .III a L Equivalent Column Height, h = MN = 8.18 ft HORIZONTAL 71B , , tAC3 ` r IN Embedment Depth, d ^2 = 4.25(V *h /S3 *W) = 0.15 ft ! Footing Depth Exceeds Embedment Depth - OK Steel Reinforcement Analysis: . 2.49 in ^2 `•) Minimum Required Reinforcment, As -min = � " � - j. - - . Actual Reinforcement, A s _ act = 2.76 in ^2 3" MIN. 4 , 1 3' MIN. Actual Reinforcement Exceeds Minimum Required Reinforcement - OK W T 3 . , -4" 0, C1 , a1 - c � Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 42 of 48 IRP Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B I Grand Blanc, MI 48439 I Ph: 810.695.0793 I Fax: 810.695.0569 I www.buddesign.com Footing Design Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 41 of 48 Check Plate: A 1.31 Aei = 0.87 Ae2 = 0.81 combination 1: P„ = 4 F = 42525.0 lbs. > 687.2 Ibs. OK Pu = ii)tFuAe = 32660.2 lbs. > 687.2 Ibs. OK 30434.3 Ibs. > 687.2 Ibs. OK combination 2: Pu = O = 42525.0 Ibs. > 1882.6 Ibs. OK Pu = 4tFuAe = 32660.2 Ibs. > 1882.6 Ibs. OK 30434.3 Ibs. > 1882.6 Ibs. OK Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 40 of 48 1:7 6P Bud Design 8, Engineering Services, Inc. 10775 S. Saginaw St. Suite B I Grand Blanc. MI 48439 1 Ph: 810.695.0793 1 Fax: 810.695.0569 I w, w.buddesign.corr Connection (S3) - Purlin to Rafter Member End Results: Fx (Axial) Fy (Major Shear) Fz (Minor Shear) Mx (Torsion) My (Minor Moment) Mz (Major Moment) Combination 1: 1051 lbs. 559 Ibs. 400 lbs. 0 lb-ft Olb -ft 0 lb-ft Combination 2: 842 lbs. 1840 lbs. -400 lbs. 0 lb-ft Olb -ft Olb -ft Plate Thickness = 0.19 in. Member Width = 5.00 in. Member Depth = 7.00 in. Bolt Diameter = 0.75 in. # of Bolts = 2 Weld Size = 0.19 in — I T Purlin Angle = 0.00 degrees ' ' E ` I ' " " r�.: < I�'� sr; Check Bolt: combination 1: Total Shear = 687.2 lbs. r. Try: (2) 0.75 in. diameter bolts Allowable V = 31792.5 lbs. > 687.2 lbs. f„ = 778 psi OK ft = 1190 psi Limiting Tesion Stress eft = 86875 psi Combined Shear & Tension 86875 psi > 1190 psi combination 2: Total Shear = 1882.6 lbs. OK Try: (2) 0.75 in. diameter bolts Allowable V = 31792.5 lbs. > 1882.6 lbs. fv = 2132 psi OK ft = 954 psi Limiting Tesion Stress Oft = 85352 psi Combined Shear & Tension 85352 psi > 954 psi Check Weld: 0.188 in. Fillet Weld OK combination 1: Effective throat thickness = 0.13 in Capacity of Weld = 4.18 k /in Total Capacity = 100.22 kips 1002171bs. > 17381bs. combination 2: Effective throat thickness = 0.13 in OK Capacity of Weld = 4.18 k /in Total Capacity = 100.22 kips 1002171bs. > 27251bs. OK Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 39 of 48 Check Plate: A =6.46 A = 5.14 combination 1: Pu = (O = 209178.6 Ibs. > 388.4 Ibs. OK P = 4tFuAe = 192886.2 Ibs. > 388.4 Ibs. OK combination 2: Pu = 4 = 209178.6 Ibs. > 1535.3 Ibs. OK Pu = 4tFuAe = 192886.2 Ibs. > 1535.3 Ibs. OK Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 38 of 48 LeP Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite 8 l Grand Blanc, M 48439 1 Ph: 8/0.695,0793 I Fax: 810.695.0569 1 www.buddesign.crarn Connection (S2) - Column to Rafter Member End Results: Fx (Axial) Fy (Major Shear) Fz (Minor Shear) Mx (Torsion) My (Minor Moment) Mz (Major Moment) Combination 1: 6016 lbs. 0 lbs. 388 lbs. 15 lb-ft 0 lb -ft 0 lb ft Combination 2: 1617 lbs. 0 lbs. 1535 lbs. 86 lb-ft 0 lb-ft 0lb ft Plate Thickness = 0.88 in. j Member Width = 5.00 in. Member Depth = 7.00 in. �_ Bolt Diameter = 0.75 in. 6 ' - ' # of Bolts = 2 Weld Size = 0.19 in. Angle = 18.43 degrees O ')1..)1 Check Bolt: combination 1: Total Shear = 388.4 lbs. O Try: (2) 0.75 in. diameter bolts Allowable V = 31792.5 lbs. > 388.4 lbs. f„ = 440 psi OK ft • 6812 psi Limiting Tesion Stress eft = 87255 psi Combined Shear & Tension 87255 psi > 6812 psi OK combination 1: Total Shear = 1535.3 lbs. Try: (2) 0.75 in. diameter bolts Allowable V = 31792.5 lbs. > 1535.3 lbs. f„ = 1738 psi OK ft = 1831 psi Limiting Tesion Stress eft = 85794 psi Combined Shear & Tension 85794 psi > 1831 psi Check Weld: 0.188 in. Fillet Weld OK combination 1: Effective throat thickness = 0.13 in Capacity of Weld = 4.18 k /in Total Capacity = 100.22 kips 100217 lbs. > 64041bs. combination 2: Effective throat thickness = 0.13 in OK Capacity of Weld = 4.18 k /in Total Capacity = 100.22 kips 100217 Ibs. > 3153 Ibs. OK Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 37 of 48 End Plate Design: Check End Plate Thickness s = 2.50 in. pf = 1.31 in. Y = 23.95 in. P = tdb / = 39730 Ibs OMnp = 4 [2Pgdn] = 322184 in-lb _V t reqd = 1.11Yr(4Mnp) 4bFpyY = 0.76 in < 0.875 in OK Check Shear yealding: combination 1: WRn = 2 x 4(0.6F = 170100 Ibs > 1147 Ibs OK combination 2: 4Rn = 2 x 4(0.6F = 170100 lbs > 1338 Ibs OK Check Fillet Welds: (sidewall to end plate) Dmin = 0.9F X 1.392L) 0.42 sixteenths -> 1/16 inch weld OK combination 1: D min = R = 0.06 sixteenths -> 1/16 inch weld OK (top and bottom wall to end plate) Dmin = Puf /( = 0.84 sixteenths -> 1/16 inch weld OK combination 2: Dmin = R = 0.07 sixteenths -> 1/16 inch weld OK (top and bottom wall to end plate) Dmin = Puf /( = 0.61 sixteenths -> 1/16 inch weld OK Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 36 of 48 L p Bud Design & Engineering Services, Inc, 107755. Saginaw St. Suite 8 I Grand Blanc, MI 48439 I Ph: 810.695.0793 I Fax: 810.695.0569 I www.buddesign.cam Connection (S1) - Ridge Beam to Compression Ring Member End Results: Fx (Axial) Fy (Major Shear) Fz (Minor Shear) Mx (Torsion) My (Minor Moment) Mz (Major Moment) Combination 1: 1262 lbs. 1147 lbs. 0 lbs. 0 lb-ft 0 lb-ft 3034 Ib-ft Combination 2: -1565 lbs. -1319 lbs. -225 lbs. 0 lb-ft 720 lb-ft 2936 lb-ft 0 `. 1 U BE STEEL i ,I E � . _ 3 U � L. _) r ✓ L. ,,l 0 - ■ ■ d s'y # of Bottom Bolts: 1 Bolt d = 5.000 in. plate width # of Top Bolts: 1 Bolt d = 7.000 in. plate depth Bolt Diameter: 0.75 in t = 0.875 in. plate thickness F = 46000 psi beam weld = 0.188 in. F = 36000 psi plate E = 1.5 in. D= 1.5 in. d = 5.4 in. Member Size: D = 7.000 in. Wm = 5.000 in. t = 0.188 in. 4rn = 29797 Ibs /Bolt (tension) Bolt Size: 0.75 in. (I)rn = 10682 Ibs /Bolt (shear) P = 5832 Ibs combination 1: Tb = 7552 Ibs /Bolt (actual bolt tension) P = 4250 Ibs combination 2: Tb = 5503 Ibs /Bolt (actual bolt tension) Bolt Design: combination 1: db,reqd = 4M 7C4Ftdt db,reqd = 0.38 < 0.750 dia OK nmin = Ru /4rn = 0.11 Bolts < 1 Bolts OK combination 2: db,reqd = 4 M nOFtdi db,reqd = 0.32 < 0.750 dia OK nmin = Ru /4rn = 0.13 Bolts < 1 Bolts OK Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 35 of 48 End Plate Design: Check End Plate Thickness s= 1.58 in. pf = 1.30 in. Y = 36.90 in. P = - ndb 2 Ft / = 39730 lbs (1)Mnp = 4[ = 344435 in-lb t fegd = 1 . 11 Yr( ( l ) Mnp) ( I ) b F py Y = 0.63 in < 0.875 in OK Check Shear yealding: combination 1: 4Rn = 2 x 4(0.6F = 170100 Ibs > 1485 Ibs OK combination 2: 4Rn = 2 x 4(0.6F = 1701001bs > 15081bs OK Check Fillet Welds: (sidewall to end plate) Dmin = 0.9F x 1.392L) 0.42 sixteenths -> 1/16 inch weld OK combination 1: D = R 0.08 sixteenths -> 1/16 inch weld OK (top and bottom wall to end plate) Dmin = Puf /( 3.61 sixteenths -> 4/16 inch weld OK combination 2: Dmin = Ru/(2x1.392L) = 0.08 sixteenths -> 1/16 inch weld OK (top and bottom wall to end plate) Dmin = Puf/(1.392L) 1.58 sixteenths -> 2/16 inch weld OK Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 34 of 48 L ?P Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B I Grand Blanc. r "I 48439 1 Ph: 810.695.0793 1 Fax: 810.695,0569 I www.buddesign.carn Connection (S1) - Rafter Beam to Compression Ring Member End Results: Fx (Axial) Fy (Major Shear) Fz (Minor Shear) Mx (Torsion) My (Minor Moment) Mz (Major Moment) Combination 1: -916 lbs. 1204 Ibs. 869 lbs. 320 lb -ft 2595 lb-ft 15740 Ib-ft Combination 2: -922 lbs. 1414 lbs. 526 lbs. -345 lb-ft 1558 lb-ft 7049 lb -ft s,..____ _____________ — — ,„,,, 0 p_ ,\ \ - O i>m # of Bottom Bolts: 2 Bolts d = 5.000 in. plate width # of Top Bolts: 2 Bolts d = 7.378 in. plate depth Bolt Diameter: 0.75 in t = 0.875 in. p = plate thickness F = 46000 psi beam Weld = 0.250 in. F = 36000 psi plate E = 1.5 in. Member Pitch = 18.43 degrees D = 1.5 in. g = 2.0 in. Member Size: d = 5.8 in. D = 7.000 in. Wm = 5.000 in. t = 0.188 in. irn = 29797 Ibs /Bolt (tension) Bolt Size: 0.75 in. 1 rn = 10682 Ibs /Bolt (shear) Puf = 25141 Ibs combination 1: Tb = 16048 Ibs /Bolt (actual bolt tension) P = 11004 Ibs combination 2: Tb = 7024 Ibs /Bolt (actual bolt tension) Bolt Design: combination 1: db,reqd = 2M n•F db,reqd = 0.55 < 0.750 dia OK nmin = Ru /4rn = 0.14 Bolts < 2 Bolts OK combination 2: db,reqd = —\ 2M 7C4 Ffd1 db,reqd = 0.36 < 0.750 dia OK nmin = Ru /4r = 0.14 Bolts < 2 Bolts OK Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 33 of 48 b a e Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B I Grand Blanc, MI 48439 I Ph: 810.695.0793 I Fax: 810.695.0569 I www.buddesign.com Connection Design Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 32 of 48 0.9D +I.6WupX x - - TotalLoad 01 x x _ - TotalLoad x Q2 x - - TotalLoad 03 x x - - - Upift 01 x - - Upl ill 02 x — — — Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 31 of 48 Steel Check Report . Project:: 20'x 24' PITTSBURGH GABLE END SHELTER Company: Bud Design & Engineering Ser., Inc. Description: Litchfield #17346 ATLANTIC BEACH, FL User: BMR Date: 04/04/2008 03:48 PM Software: Digital Canal VersaFrame Code Check Results (LRFD1 CRITICAL STRESS SUMMARY ID Section Name Status Governing Criteria Stress Load Combination Distance Ratio (ft) 1 TS5x5x.1875 OK Axial- Bending 0.6296 0.9D +1.6WdnZ 0.0000 2 TS5x5x.1875 OK Axial- Bending 0.6296 0.9D +1.6WdnZ 0.0000 3 TS5x5x.1875 OK Axial- Bending 0.6698 1.2D +1.6WdnZ±0.5Lr 0.0000 4 TS5x5x.1875 OK Axial- Bending 0.6698 1.2D +1.6WdnZ +0.5Lr 0.0000 5 TS7x5x.1875 OK Axial- Bending 0.0550 1.2D +1.6Lr +0.8WdnZ 1.5811 6 TS7x5x.1875 OK Axial- Bending 0.0299 0.9D +1.6WdnZ 1.5811 7 TS7x5x.1875 OK Axial- Bending 0.0302 0.9D +L6WupX 1.5811 8 TS7x5x.1875 OK Axial - Bending 0.0550 1.2D +1.6Lr +0.8WdnZ 1.5811 9 TS7x5x.125 OK Total Deflection Y 0.5030 Total Load 01 10.000 10 TS7x5x.I25 OK Axial- Bending 0.0145 1.2D +1.6Lr +0.8WdnZ 0.0000 11 TS7x5x.125 OK Axial- Bending 0.0145 - 1.2D +1.6Lr +0.8WdnZ 2.0000 12 TS7x5x.125 OK Axial - Bending 0.0272 1.2D +1.6Lr +0.8WdnZ 2.0000 13 TS7x5x.125 OK Total Deflection Y 0.9519 TotalLoad 01 10.000 14 TS7x5x.125 OK Axial- Bending 0.0272 1.2D +1.6Lr +0.8WdnZ 0.0000 15 TS7x5x.125 OK Axial - Bending 0.0272 1.2D +1.6Lr +0.8WdnZ 2.0000 16 TS7x5x.125 OK Total Deflection Y 0.9519 Total Load 01 10.000 17 TS7x5x.125 OK Axial- Bending 0.0272 1.2D +1.6Lr +0.8WdnZ 0.0000 18 TS7x5x.1875 OK Axial- Bending 0.0091 1.2D +1.6Lr +0.8WdnZ 2.0000 19 TS7x5x.1875 OK Total Deflection Y 0.1701 TotalLoad 01 10.000 20 TS7x5x.1875 OK Axial - Bending 0.0091 1 .2D +1.6Lr+0.8WdnZ 0.0000 21 TS7x5x.125 OK Axial- Bending 0.0148 0.9D +1.6WupX 2.0000 22 TS7x5x.125 OK Axial- Bending 0.3803 0.9D +I.6WupZ 10.000 23 TS7x5x.125 OK Axial- Bending 0.0148 0.9D +1.6WdnZ 0.0000 24 TS7x5x.125 OK Axial- Bending 0.0148 0.9D +1.6WupX 2.0000 25 TS7x5x.125 OK Axial- Bending 0.3707 0.9D +1.6WdnZ 10.000 26 TS7x5x.125 OK Axial- Bending 0.0148 0.9D +1.6WdnZ 0.0000 27 TS7x5x.125 OK Axial - Bending 0.0070 0.9D +1.6WdnZ 2.0000 28 TS7x5x.125 OK Axial- Bending 0.1753 0.9D +1.6WupX 10.000 29 TS7x5x.125 OK Axial- Bending 0.0070 0.9D +I.6WdnZ 0.0000 30 'TS7x5x.1875 OK Axial - Bending 0.2045 1.2D +1.6Lr +0.8WdnZ 1.9325 31 TS7x5x.1875 OK Axial- Bending 0.4549 1.2D+1.6Lr+0.8WdnZ 3.5136 32 TS7x5x.1875 OK Axial- Bending 0.5229 1.2D +1.6Lr +0.8WdnZ 3.5136 33 TS7x5x.1875 OK Axial- Bending 0,1382 0.9D +1.6WupX 1.9325 34 TS7x5x.1875 OK Axial- Bending 0.3480 1.2D +1.6Lr +0.8WdnZ 3.5136 35 TS7x5x.1875 OK Axial- Bending 0.5431 1.2D +1.6Lr +0.8WdnZ 3.5136 36 TS7x5x.1875 OK Axial- Bending 0.1348 1.2D +1.6Lr +0.8WdnZ 1.9325 37 TS7x5x.1875 OK Axial- Bending 0.3480 1.2D +1.6Lr+0.8WdnZ 3.5136 38 TS7x5x.1875 OK Axial- Bending 0.5431 1.2D +1.6Lr +0.8WdnZ 3.5136 39 TS7x5x.1875 OK Axial- Bending _ 0.2045 1.2D +1.6Lr +0.8WdnZ 1.9325 40 TS7x5x.1875 OK Axial- Bending 0.4549 L2D +1.6Lr +0.8WdnZ 3.5136 41 TS7x5x.1875 OK Axial - Bending 0.5229 1.2D +1.6Lr+0.8WdnZ 3.5136 SELECTED LOAD COMBINATIONS Load Combination Code Check Total Live Dependent Conditional - 1.4D x - - - 1.2D +1.6Lr +0.8WdnZ x - - 1.2D+ 1 .6Lr+0.8WupZ x - - 1.2D +1.6Lr +0.8WupX x 1.2D +1.6WdnZ +0.5Lr x - - - 1.2D+ 1 .6WupZ+0.5Lr x - 1.2D +1.6WupX +0.5Lr x - 0.9D +1.6WdnZ x - - 0.9D +1.6WupZ x Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 30 of 48 n,HnnH EE EE rrH E N T m N m m n - 417 y ` m '� v ✓� vin a .n e v� ° o o >> 0 0 o n " o a TT ti n oo Z rvi m 4" 71 41 7: 4 .y N rl rl 4J1 c, ri r� rl cl ri c� 4 k u " " m T " m v, A F Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 29 of 48 II II II II IIWW Mm WW M. m1.1 WM WIf - - �', 7 o " m "" - E MN mM MM MN MM n�, �,�, MM MM 1 m MM Mm M.h MM 77 ri n m n M M m v a " o a .. _. ,i -i .. 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NN NN I I 3 ^ o o 77 TT TT 77 tin TT 77 TT TT 77 TT TT O 7' 22 22 22 22 42 44 m r 44 44 47 72 22 7 74 44 m 47 74 m 42 rI 4 2 22 24 z ry N ry N N m n r r m r m l n 22 m a `y N m 4 r y r EE EE E £ I 4"2 o o 2" F; m m m o o - N " N 111 N 2.4 n ry N N T7 TT T7 07 TT N 7T, 74-; 77 .77 7 m 77 m� n I E 44 I I r r " 7E;E EE EE EE E E m rl r r rl [V N tJ I 1 '° O o o 0 o II II £ o o '] o 00 4 r1 rJ " ry 4 2 7 3 ti r r rem 4 h 4:2 4.2 v u' o r �� a o o ° � ' . ; ; . 4 " 0 1 ' . ,y n 4 . 1 ti . 4 .+ cl �I cu r� ru J p E ",9 Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 24 of 48 27 22 12 22 22 22 22 22 ° ' ° 22 '12 - + .. £ a M o 74 77 40' 22 22 E E 22 22 u 2 22 22 22 77 , 2, N 77 22 T m m m M M a a e m n v Litchfield #11348 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 23 of 48 w ., ., g s Ts 4 4 S4 SS Ss ST SS SS N n SS, SS SS SS SS M m m M s s„ min mm SS mm " MM ,sM Mm N N N N N M m M M M Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 22 of 48 EE'E EE EE E �o a _ w - E FE I T 77 17 77 77 772 77 57 7 71 FF FF 5 7 ° E EE 00 00 7 24 75 27 1 77 777 7T 77 77 77 22 72 77 7 27 7 7 427; 77 7 FEEE EE n ro� Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 21 of 48 E °° °o 4.2 44 0 gg gg NN CAN 00 00 00 00 00 00 00 0 0 7 77 7,n �.�� Qa °° °° °� °° � v m � 77 2 Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 20 of 48 roE p C G u - n m m in i- m m P v Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 19 of 48 II II II II II 1 11 o0 00 I ;z M M m ,., m a 0 11 u Td Litchfield Ot1 X346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 18 of 48 z r 77 77 77 77 77 77 7g 7 o " E 77 77 77 7 a Lf 0. 'e Litchfield #17346 - 20' x 24' Pittsburgh Gage Edthelter Bud Design File No. BD -08 -301 Page 17 of 48 1 Q Q Q m m m m m m m m m m m m m m m m m m m m m m m m m M m r. 1 1 1 1 1 1 1 m m m m m m m m i m m m m m m m m m m m m m m m m m, m m „> Q v Q Q O G ,.,.,.,.,.,-,, -, r H„n n., p N -�,.�-� u u 00 00 �0,0,-4,0 ., a u 0.000 0(...0 000 u 00.0 0 o 000000000 0 o ., N N ., ., ., ., 4 c1 N n t, N N N ., r m .T ., ., ., ., ., ., 2 ti ., N 4 N n1 N n N ,'7 N N ., " m ^s :, ., . . , , .-,' ., . ., ., , ry N :, .', N N N N N r, Q ■ Q 47 a m 3 ., m m m v, ,, N -, F 0 'il' Q G p . cr n mM N rI N ,' v 1 I 1 1 1 1 I I 1 1 I 1 I I I I 1 1 1 I 1 1 r+l , 0 o u 0 0 r.> o o u o o v 0 in ro- � x u o 0 n Q _ rt Q Ft il I, 00000000 r o, D ., rr r l N N 2 N J ' % a _ N U 41 Y c a Q 2 , ,-, ,2„2 Inn., - 22n.,., ,.,-,n., p . 2„„ N G ry Q u .] m 2 x 9 Z .. G r , E j m a , m .o r m Y; W ., ., .r 7 7 ., ., 7 ., ., N N N N t, N N N N N 2 7, ., ., ., C . TN R N v N V J C ~ x' w z F ° Litc n fie 1 c d #17346 - 20 x 24' P ittsourgh t3able End Shelter Bud Design File No. BD -08 -301 Page 16 of 48 Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B I Grand Blanc, MI 48439 I Ph: 810.695.0793 I Fax: 810.695.0569 I www.buddesign.com Structural Analysis and Design Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 15 of 48 Project/Job: 20'x 24' PITTSBURGH GABLE END SHELTER VersaFrame V3.1 (489.3) Engineer: JMC Date/Time: 04/04/08 15:44:43 (C) Digital Canal Corp. • -Jo) t C10) a ': ,{; ` "'.- QOj n"J _.,mow 00) lip ,-,. oa, ---------' '''..-----_,,- ,, ,--„-(,' -,, .--, 00, ,, r , ,,,„ ......., `w ,„ ,,,,,,,,,, ..,..., ., no) 3 - :,,„, 00,1 w M ( On) _ - U) l,1 ~~ ` { 0101 41111P ' 1.010) -..�.. ip „cm., ,, , , -,-,.... „.......,,,,, ..„...,,,..,„.. ( r , ( *." x 4. Member Lengths Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 14 of 48 Project/Job: 20'x 24' PITTSBURGH GABLE END SHELTER VersaFrame V3.1 (489.3) Engineer: JMC Date/Time: 04/04/08 15:44:21 (C) Digital Canal Corp. - 27 --„_ u 1 8-0 .. . / ,..„. °- ,,'' _ . s - f za 2::: .--''''.-„,,,,,,,,,,, u3 * F 2a 11 Er ip L --. b E. 1 il lir Z Member Numbers Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 13 of 48 Project/Job: 20'x 24' PITTSBURGH GABLE END SHELTER VersaFrame V3.1 (489.3) (C) Digital Canal Corp. Engineer: JMC Date/Time: 04/04/08 15:43:57 N33 N34 N29 PJ''3 N19 ipp '''''''',,,,,,‘,.,,, '''''',,...,,,,,,......, '''''' '" , ,,,, , , 2 N36 �� # - „�N36 N'I 4 3 , A16 N28 ,,y . 1 . " - " 1 " , „. ti IV '< i i "`.. 1 ip " M1, 14 a„.N13 *." x, 41OPP Z Node Numbers Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 12 of 48 IC-1 Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B 1 Grand Blanc, MI 48439 I Ph: 810.695.0793 I Fax: 810.695.0569 I www.buddesign.com Structural Geometry and Computer Model Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 11 of 48 3 -0.014 3198.429 1568.321 12752.730 - 67.644 0.118 5 -0.002 - 1526.785 1671.300 13628.053 - 85.905 0.021 7 0.002 - 1526.785 1671.300 13628.053 85.905 -0.021 a Load Combination 9: 0.9D +1.6WupZ Node Rx Ry Rz Rox Roy Roz 1 -0.011 - 3576.339 377.339 2629.378 33.780 0.094 3 0.011 - 3576.339 377.339 2629.378 - 33.780 -0.094 5 0.011 - 3576.339 - 105.339 - 1473.378 33.780 -0.094 7 -0.011 - 3576.339 - 105.339 - 1473.378 - 33.780 0.094 Load Combination 10: 0.9D +1.6WupX Node Rx Ry Rz Rox Roy Roz 1 372.106 - 3548.792 237.215 2016.327 - 142.218 - 2584.898 3 372.128 - 3603.886 245.462 2086.430 - 209.778 - 2585.086 5 372.128 - 3603.886 - 245.462 - 2086.430 209.778 - 2585.086 7 372.106 - 3548.792 - 237.215 - 2016.327 142.218 - 2584.898 Load Combination 11: TotalLoad_01 Node Rx Ry Rz Rox Roy Roz 1 0.018 4805.921 777.107 6244.157 11.991 -0.151 3 -0.018 4805.921 777.107 6244.157 - 11.991 0.151 5 -0.011 1852.662 1247.657 10243.832 - 83.977 0.090 7 0.011 1852.662 1247.657 10243.832 83.977 -0.090 Load Combination 12: TotalLoad_02 Node Rx Ry Rz Rox Roy Roz 1 0.002 571.690 32.743 - 82.938 -9.174 -0.018 3 -0.002 571.690 32.743 - 82.938 9.174 0.018 5 -0.002 571.690 137.257 805.438 -9.174 0.018 7 0.002 571.690 137.257 805.438 9.174 -0.018 Load Combination 13: TotalLoad_03 Node Rx Ry Rz Rox Roy Roz 1 232.575 588.907 - 54.835 - 466.095 - 119.173 - 1615.639 3 232.571 554.473 - 49.680 - 422.281 - 100.825 - 1615.602 5 232.571 554.473 49.680 422.281 100.825 - 1615.602 7 232.575 588.907 54.835 466.095 119.173 - 1615.639 Load Combination 14: Uplift_01 Node Rx Ry Rz Rox Roy Roz 1 -0.003 - 1828.910 210.807 1430.609 16.674 0.025 3 0.003 - 1828.910 210.807 1430.609 - 16.674 -0.025 5 0.003 - 1828.910 - 40.807 - 708.109 16.674 -0.025 7 -0.003 - 1828.910 - 40.807 - 708.109 - 16.674 0.025 Load Combination 15: Uplift_02 Node Rx Ry Rz Rox Roy Roz 1 232.570 - 1811.693 123.230 1047.452 - 93.325 - 1615.595 3 232.576 - 1846.127 128.384 1091.267 - 126.673 - 1615.645 5 232.576 - 1846.127 - 128.384 - 1091.267 126.673 - 1615.645 7 232.570 - 1811.693 - 123.230 - 1047.452 93.325 - 1615.595 Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 10 of 48 General Info Model Name: 20'x 24' PITTSBURGH GABLE END SHELTER `Engineer: JMC Notes: Litchfield #17346 ATLANTIC BEACH, FL Support Reactions Units: Force Reactions Rx, Ry, Rz [lb]; Moment Reactions Rox, Roy, Roz [lb -ft] Load Combination 1: 1.4D Node Rx Ry Rz Rox Roy Roz 1 0.013 1300.168 - 80.095 - 680.806 - 14.203 -0.108 3 -0.013 1300.168 - 80.095 - 680.806 14.203 0.108 5 -0.013 1300.168 80.095 680.806 - 14.203 0.108 7 0.013 1300.168 80.095 680.806 14.203 -0.108 Load Combination 2: 1.2D +1.6Lr +0.8WdnZ Node Rx Ry Rz Rox Roy Roz 1 0.022 6136.693 456.350 3589.972 - 15.143 -0.186 3 -0.022 6136.693 456.350 3589.972 15.143 0.186 5 -0.016 3774.086 1163.461 9600.420 - 91.918 0.138 7 0.016 3774.086 1163.461 9600.420 91.918 -0.138 Load Combination 3: 1.2D +1.6Lr +0.8WupZ Node Rx Ry Rz Rox Roy Roz 1 0.009 2749.309 - 139.142 - 1471.704 - 32.075 -0.080 3 -0.009 2749.309 - 139.142 - 1471.704 32.075 0.080 5 -0.009 2749.309 275.142 2049.704 - 32.075 0.080 7 0.009 2749.309 275.142 2049.704 32.075 -0.080 Load Combination 4: 1.2D +1.6Lr +0.8WupX Node Rx Ry Rz Rox Roy Roz 1 186.068 2763.082 - 209.204 - 1778.230 - 120.074 - 1292.576 3 186.049 2735.535 - 205.080 - 1743.178 - 55.924 - 1292.416 5 186.049 2735.535 205.080 1743.178 55.924 - 1292.416 7 186.068 2763.082 209.204 1778.230 120.074 - 1292.576 Load Combination 5: 1.2D +1.6WdnZ +0.5Lr Node Rx Ry Rz Rox Roy Roz 1 0.019 4677.337 1462.126 11850.070 51.676 -0.163 3 -0.019 4677.337 1462.126 11850.070 - 51.676 0.163 5 -0.008 - 47.878 1777.496 14530.713 - 101.873 0.066 7 0.008 - 47.878 1777.496 14530.713 101.873 -0.066 Load Combination 6: 1.2D +1.6WupZ +0.5Lr Node Rx Ry Rz Rox Roy Roz 1 -0.006 - 2097.432 271.143 1726.718 17.813 0.049 3 0.006 - 2097.432 271.143 1726.718 - 17.813 -0.049 5 0.006 - 2097.432 0.857 - 570.718 17.813 -0.049 7 -0.006 - 2097.432 0.857 - 570.718 - 17.813 0.049 Load Combination 7: 1.2D +1.6WupX +0.5Lr Node Rx Ry Rz Rox Roy Roz 1 372.111 - 2069.885 131.020 1113.666 - 158.186 - 2584.943 3 372.123 - 2124.979 139.267 1183.769 - 193.811 - 2585.041 5 372.123 - 2124.979 - 139.267 - 1183.769 193.811 - 2585.041 7 372.111 - 2069.885 - 131.020 - 1113.666 158.186 - 2584.943 Load Combination 8: 0.9D +1.6WdnZ Node Rx Ry Rz Rox Roy Roz 1 0.014 3198.429 1568.321 12752.730 67.644 -0.118 Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 9 of 48 L eP Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B Grand Blanc, M1 48439 i Ph: 810.695,0793 I Fax: 810.695.0569 i www+buddeign. corn BUILDING MATERIALS Member Description Member Size: Material Column (C1) HSS5x5x3 /16" 46 Rafter Beam (RF1) HSS7x5x3 /16" 46 Ridge Beam (RBI) HSS7x5x3 /16" 46 Ridge Beam (RB2) HSS7x5x3 /16" 46 Purlin (P1) HSS7x5x1 /8" 46 Purlin (P2L) HSS7x5x1 /8" 46 Purlin (P2R) HSS7x5x1 /8" 46 Steel & Hardware Shop Notes: 1. All steel is to be ASTM A -36 except steel tubes. 2. Steel tubes shall be ASTM A -500 Grade B. 3. All welding is to be done in accordance with the latest AWS standards and all welds are to develop full strength of component parts. (E7081 Electrodes). 4. All bolts to be ASTM A -325. 5. All fabricated steel & structural tubes to be painted with a rust inhibitive alkyd primer according to Steel Structures Painting Council (SSPC -SP2) as outlined in AISC 6.5. Roof Material: Roof Deck is 24 ga. 80 ksi metal roofing. Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 8 of 48 Project : 20'x 24' PITTSBURGH GABLE END SHELTER File : BD -08 -301 Subject : WIND ANALYSIS Date : 4/4/2008 Location : ATLANTIC BEACH, FL Eng. : BMR Force Coefficient, Cf, Figure 6 -18 The pressure coefficient is given in Figure 6 -18 Roof Angle = 18.00 deg L/B Value = 0.83 Cf = 0.86 Center of Pressure = X/L = 0.30 Design Wind Pressure, p, Equation 6 -25 Design wind pressures and forces are determined per equations given in section 6.5.13 Height Kz K3 Kzt Kd Gf qz Cf p (feet) _ (Dsf) (Dsf) 12.00 0.85 1.00 1.00 0.85 1 0.89 31.22 0.86 24.00 1 Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 7 of 48 Project : 20'x 24' PITTSBURGH GABLE END SHELTER File : } BD -08 -3C Subject : WIND ANALYSIS Date : 4/4/2008 Location : ATLANTIC BEACH, FL Eng. : BMR Gust Effect Factor, Gf, Obtained by Rational Analysis The gust effect factor Gf obtained by rational analysis uses the dynamic properties of the system Values Obtained from Table 6 - 2 Zmin = 15.00 ft e = 0.200 B = 500.0 ft c = 0.200 Calculated Values Analysis = Category II : Rigid Structure - Complete Analysis z ( -) = 15.00ft Iz = c ' (33/z) ^ (1/6) (Eq. = 0.228 Lz = 1 • (z/33) ^e (Eq. = 427.1 ft Q = Sqr [ 1/ ( 1+ 0.63 ' [(b +h) /Lz] ^0.63 )] (Eq. = 0.940 gq = 3.4 gv = 3.4 Gust Factor( G) = . 925•[( 1 +1.7• gq•Iz•Q 2 ) /(1 +1.7'gv G = 0.893 (Eq. Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 6 of 48 Project : 20'x 24' PITTSBURGH GABLE END SHELTER File : BD -08 -301 Subject : WIND ANALYSIS Date : 4/4/2008 Location : ATLANTIC BEACH, FL Eng. : BMR Velocity Pressure Calculations, qz (Cont.) Where : Kz = Velocity pressure coefficient at height z (Eq. C6 -3a; = 2.01•( Z /Zg) ^ (2 /Alpha) for 15 ft <= Z <= Zg (Eq. C6 -3b; = 2.01 • (15 /Zg) A (2 /Alpha) for Z < 15 ft = 0.85 Kzt = Topographic factor obtained from Fig. 6 -4 = (1 +K1•K2 K3) 2 = 1.00 Topography = None Kd = Wind directionality factor obtained from Table 6 -4 = 0.85 Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 5 of 48 Project : 20'x 24' PITTSBURGH GABLE END SHELTER File : BD -08 -301 Subject : WIND ANALYSIS Date : 4/4/2008 Location : ATLANTIC BEACH, FL Eng. : BMR Design Wind Pressure, p, Equation 6 -25 (ASCE 7 -02) Design wind pressures and forces are determined per equations given in section 6.5.13 System Type Structure Type Equation Open Buildings and Rigid Structures p = gz•G•Cf Other Structures Monoslope Roofs qz : at height z above ground over Gf : Given in 6.5.8 Open Buildings Cf : given in Figure 6 -18 Velocity Pressure Calculations, qz Velocity pressure qz is calculated in accordance with section 6.5.13 qz = Velocity pressure @ height z (Eq. 6 - 15) qz = Constant • Kz • Kzt • Kd- V 2 "l Where : Constant = Numerical constant (Section C6.5.10) = 1 / 2.[ (Air density lb/ cuft ) /(32.2ft/s [( mi /h )( 5280 ft/mi) • (1 hr /3600 s )] 2 = 0.00256 Mean Sea Level = 0.00 ft Air Density @ MSL = 0.0765 lb/cu ft (Table C6 - 1) Category = II (Table 1 - 1) Importance Factor = 1.00 (Table 6 - 1) Exposure Category = C (Open terrain) Alpha = 9.50 (Table 6 -2) Zg = 900.00 ft (Table 6 -2) Basic Wind Speed = 130.00 mph (Figure 6 -1) Height = 12.00 ft Width = 24.00 ft Depth = 20.00 ft Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 4 of 48 IC & Bud Design & Engineering Services, Inc. 10775 S. Saginaw St_ Suite 8 1 Grand Blanc. MI 48439 I Ph: 810.695.0793 I Fax: 810.695.055 @ w w.bucicieslgn,corn DESIGN CRITERIA 2004 FLORIDA BUILDING CODE Dead Loads: Weight of Roofing System = 2.00 psf + Structure Dead Weight Snow Loads: Basic Ground Snow Load = 0.00 psf Live Loads: Roof Live Load = 20.00 psf Wind Loads: Based on 130 mph wind speeds: 24.00 psf See Wind Analysis Sheets Seismic Loads: Wind Loads Govern This Design Load Combinations: (2004 Florida Building Code, 1605.2.1 Basic Load Combinations) D = Dead Load Lr = Roof Live Load W = Wind Load (1) 1.4D (Equation 16 -1) (2) 1.2D + 1.6Lr + 0.8W (Equation 16 -3) (3) 1.2D + 1.6W + 0.5Lr (Equation 16-4) (4) 0.9D + 1.6W (Equation 16 -6) Litchfield #17346 - 20' x 24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Page 3 of 48 & Bud Desgn & Engineering Services. Inc. 10775S. Saginaw St. Suite o i Grand Blanc, wo4uwa | Ph: 810,625.07 93 | Fax: o/ums/oav | °*^w,bvu*esim"zom TABLE OF CONTENTS 1 Design Criteria 2 Building Materials 3 Support Reactions (Loads to the Foundation) 4 Structural Geometry and Computer Model 5 Structural Analysis and Design 6 Connection Design 7 Footing Design 8 Roof Panel Design Litchfield #17346 Gable End Shelter Bud Design File No. BD-V8-3O1 Page 2 m4u L eP 4 Bud Design & Engineering Services, Inc. 107755. Saginaw St. Suite 8 Grand Blanc, MI 48439 I Ph: 810.695.0793 I Fax; 810.695.0569 p vrww.bvddesign.cotn CALCULATIONS FOR: LITCHFIELD #17346 20'x 24' PITTSBURGH GABLE END SHELTER ATLANTIC BEACH, FL 2004 FLORIDA BUILDING CODE April 4, 2008 PREPARED UNDER THE DIRECT CONTROL AND SUPERVISION OF: Jason M. Conn, PE 16360 Trotter Lane Linden, MI 48451 Phone: (810) 695 -0793 Florida License No. 62755 (JO OV THIS SEAL PERTAINS ONLY TO THE MATERIALS SUFPLIED BY LITCHFIELD. THIS SEAL DOES NOT SERVE AS - OR REPRESENT - THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSTRUED AS SUCH. 6 f I.... T - e'h[t iV 1. Y�T�:f y .�Y •. _ :�1.�..0 Litchfield #17346 20' x 24' Pittsburgh BD-08-301 8-30le End Shelter COP Bud Design File No. BD -08 -301 Page 1 of 48 k. �:�t i r.'�: a .s,.:tr.: -, : hw"Iwi• +;.cdr. � ti.;:': — Fri o ( o 0 G o m D < O m z 0 o — n C D D G7 7 rn 7J _ O O 71 o 0 n D m 7J 5 rn o Fri • D •�, mD VA -r D ____L °m t Il ER .. CD CD C D ( n hil ," fTl _. i an . -. NIA a � nl IC) °. O z Z cn > N - m O r. o o m rn z 0 xi xi k u., : n M n m I Tl c N O ) = O I m cm >71 CD hi �m c ' r rn m • < o Q �� ) _2 / c) ', 1 1 1 11 I, .1 1.1 1.1 I. _ -- - - - .1•L- i ►► 1 -- r= - Tr - - 4 • • i , (_,-) I i•I I I 1.1 _, I I I 1 I 4+--- _ 4_ _ __4:.__ _ —4 . • c 1 11 11 1 I 1.1 1.1 I, • 0 0 N w. 5 = 1 O N 1 1 11 1 o- 1 1 1 1 IT, mm m 41—' - - 1. - - -1 --1 . 1— - - ► ► ► < n N . 1. 1.1 I, — 4, g_ _- _ 1. 1.1 . . ; .' a , a Q (D • i -L- - T I - - 7.1— • I - - K� • I 1.1 1 1 I. • • m A O / Iv ■ N _I — I • I — — I • I — — —I • • (7 7 0 E ' - - � 1 . 1 I • I 1 • p > D m p I z n n a J Z Z Q -PIC) � m m a a 1• to m r � v i t V 3 1 D 1 m e L 7 W -i > > ) 6 > n 0 o 0 ) 7 > a A N N _ R.* om < 0 o c D N N o x r D IV r o n -0 C a ,am Q m it Nat 0 O CO 7 0 Z x m Z D j p Z O n m cn = M ►v k ‘ a +�` m . . 1 REV 1 REVISION NOTE: DATE I I 1 1 i Purlin ,/ I I I I Rafter Beam (R1) Purlin � l __ ■aI I CO \ \ECTIC\ (S3) (12) Req'd FASTENERS USED © EACH CONNECTION (2) 3/4 -10 x 7 -1 /2 "Ig B7 Threaeded Rods (4) 3/4" Compression Washers (4) 3/4 -10 A325 Hex Nuts TITLE: Connection (S3) 1 MODEL: 20' x 24' Pittsburgh Gable End " helter p t �� C • - IGHT 2003 4 Industrial Drive DRAWN BY: JES SHEET: 9 )ET 1 QTY 1 DESCRIPTION i MA T ' L y i ; r Litchfield, MI 49252 OF: 9 (517) 542 -2988 DATE: 12 -13 -04 1 REV 1 REVISION NOTE: 1 DATE I I I Rafter Beam (R 0I I0 OI IO / I I Column (C1) It 11 !833 v j —� V I 1 I I I I C0 \ \ ECTIO\ (S2) (4) Req'd FASTENERS USED (4 EACH CONNECTION (2) 3/4 -10 x 2" A325 Hex Head Bolts (2) 3/4" Compression Washers NOTE: Hex nuts are pre — welded to the inside of the column cap. A IL TITLE: Connection (S2) MODEL: 20' x 24' Pittsburgh Gable End Shel �l COP R c. HT 2003 Utc e0d 4lndustrial Drive DRAWN BY: JES SHEET: 8 " � 1�k Litchfield, MI 49252 )ET QTY DESCRIPTION MAT'L " (517) 542 -2988 DATE: 12 -13 -04 OF: 9 1 REV 1 REVISION NOTE: DATE Rafter Beam (R1) Ridge Beam , �• Rafter Beam (R1) Ridge Beam NM, � ® E � 11111: Tut) ELM - I I I I a E CO \ \ECTIO\ (si) (2) Req'd FASTENERS USED ® EACH CONNECTION (8) 3/4 -10 x 2 "Ig A325 Hex Head Bolts (8) 3/4" Compression Washers NOTE: Hex nuts are pre — welded inside of the Ridge Beam & Rafter Beam End Plates. TITLE: Connection (S1) / MODEL: 20' x 24 Pittsburgh Gable E d Shelt: r - Kt/ o w �btchf�Q0d OP '• I T 2003 4lndustrialDrive DRAWN BY: JES SHEET: 7 )ET QTY 1 DESCRIPTION MAT'L Litchfield, MI aszez OF: 9 (517) sae -zssa DATE: 12 -13 -04 v N4 N N N CO N N N r r r CO 73 73 , N N ri lE R 1 [ Al R 1 31 1. ;1 1 11 — cn 14 Fl cn �n � u_, L. t - � n � u � � 0 _ - w w v v w 7 n 1 ) -I 7 n o 0 0 5 7 -- -u - � W 7 > n 0 m m � J ' m - r v ! 0 . 3 N o r N im °. -p 0 0 n X it �, (I, cn x cn cn m 0- E Z . N g C n p E. w — w ,° °, R1 -3 R 1 3 O O Z 0 O m --I a•� CP X X 7J N N N m N m m 0 m 1 2 J 2 —1 0 n G°, t it, D • D 0 _1 m • • 11, o - �ao Oa o a,aa % a si, - J 0 4 CD m CI) O j' 0 O < p Q O -I j 1 Q _ 4 C 4 •. .... '2 . D • ' ' n 0 0 0 5 — a l� I — o s / ■ < n r o O W i t / n) 3 -0 o ; S J N 4 '! ET L z==. `° I_ lj u, am K d a ^ 1 C X J O 6 w \ Z cD _ O n z C7 M - - o z m a ` = ) . I c � CD _ -- I m O N n-I O `c D D U1 / A tli D m t It 1 O T. n . . -1 / / -,, 0 1 ci 0 o 3 z 0 n - 1 n < C — 0 D D n R D -I 0 I ) 7 C) - Cn 1 N O O 1 1 64 p -I =i 1 1 i m m < m .. r ;=^ , o VV N 7 1 I !vim O n X r N N a A ?3 iF a -0 I I i s r K Q < rn 'AO , .o O / Z z O T / / m a .. -< CA n- `m X a CD 0 m C) 2 N b a 0 1 m 1 REV 1 REVISION NOTE: 1 DATE STEEL & HARDWARE SHOP NOTES: 1. 'All structural steel tubing shall be ASTM A -500 Grade B. 2. All other steel (plates, gussets, etc.) shall be ASTM A -36. 3. All welding is to be done in accordance with latest AWS standards. All welds are to develop full strength of component parts. (E7081 Electrodes) 4. All bolts to be ASTM A -325 & threaded rod to be ASTM B -7. 5. All fabricated steel & structural tubes to be painted with a rust inhibitive Alkyd primer according to Steel Structures Painting Council (SSPC —SP2) as outlined in AISC 6.5. ROOF MATERIAL: Metal roof deck shall be 24 ga steel, 36 "w x 1- 1 /4 "dp, Fy =80ksi panels. ERECTION NOTES: All members must be properly braced until the complete structural system has been constructed. NOTE: This building has been designed as a free standing, open structure. If walls are to be added, or if the building is to adjoin another structure, or if other modifications are to be made, the structure must be reengineered prior to these modifications. THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION AND IS NOT TO BE REPRODUCED WITHOUT THE WRITTEN PERMISSION FROM LITCHFIELD INDUSTRIES, INC. AND /OR IS NOT TO BE USED IN ANY MANNER DETRIMENTAL TO THE INTEREST OF LITCHFIELD INDUSTRIES, INC. N.I.C. = NOT IN CONTRACT • TITLE: Shop Notes MODEL: - - 20' x 24' Pittsburgh Gable E • - • " G• /' I G HT 2003 Ea ch° °Q0 of. 4 Industrial Drive DRAWN BY: JES SHEET: 3 )ET QTY 1 DESCRIPTION 1 MAT'L ' Lit�S 7j 5422988 2 DATE: 12 -13 -04 OF: 9 0 0 o- c� � r 0 C) O o 0 (--) cn K J — = cD o n o c� c = 0 . A z � _1 73 a) C:)_ u ' (A o I < o n N CD cfl cn 0 J n 0 0 0 1 5 N) 7 A X O (D D ° O-� m fnj 0 m < . 7. � .. — ' n Q o N o m m n j -P p . g c ■ P m — X ; � iii m 00 6 < cn co N x v Z a Z n * n m 1 O m • a a — m ,•_< Li r En a S m - m 1 cn= J I m N _ — i n -I (4 D — 0 �`� m ■ _. _v 1 * _.1 CT 0, 0 M cD CD Co 1 O 1 CD r: _ CU = \ n _ 1 ) --\ C) co o o < u) CD CD cn ) - o n ET n ) Ei a 5 ) Iv c2 - x dp II cp - > 0 A C - 4 m m.. m . a . r m _ . , NJ M X a) 'A 4, ig 0. 1 ■P- Fl. -a , E 0) 7J cr m < -' co (70 N, m" 5 3 ID ki >;t Z I -I > cs z 7 * 0 cp 0 _ H J al .1.•-•; a m ) 3 / = • M — — 0) 0 Fs: 1 I ---1 41 till\ o O Iv > --i m MODEL #8320P -1 - 20' x 24' PITTSBURGH GABLE END SHELTER (4:12 Roof Pitch) DESCRIPTION OTY DESCRIPTION OTY Column (C1) - 5 "x 5" x 3/16" x 8'- 6 1/16" (Beam: 8' -9 ") 4 LITCH TOP PRE -CUT METAL ROOF: Rafter Beam (RF1) 5 "x 7" x 3/16" x 10' -3 1/2" 4 Panel (IA): 36 "w x 126- 3 /4 "Ig Rib cut off 2 (Beam: 10' -6 ") Compression Ring (CR1) 2 Panel (2A): 36 "w x 126- 3 /4 "Ig 12 Ridge Beam (RBI) - 5" x 7" x 3/16" x 19' -6" 1 Panel (3A): 36 "w x 126- 3/4 "Ig Rib cut off 2 (Beam: 19' -9 ") Ridge Beam (RB2) - 5 "x 7" x 3/16" x 1'- 9" (Beam: 2' -0 ") 2 Ridge Trim — 29ga x 6" x 6" x 10' -0 "lg 3 Purlin (P1) - 7 "x 5" x 1/8" x I9'-7" 6 Eave /Rake Trim - 29ga x 5" x 5" x 10' -0 "lg 11 (Beam: 19' -9 ") Purlin (P2L) 7" x 5" x 1/8" x 1' -9 1/2" 6 Panel Cover - 24ga x 1 -1/2" x 2 -1/2" x 10' -0 "Ig 6 (Beam: 2' -0 ") Purlin (P2R) — 7" x 5" x 1/8" x 1' -9 1/2" 6 (Beam: 2' -0 ") #12 -24 HWH P.S. IMPAX45 Screw 500 (Self Drill /Tapping) (Roof Panels —to- Frame) 14ga x 7/8" LAP /TEK Screw Base Plate Cover/ Hardware 4 (Self Drill /Tapping) (Trim & Overlapping 275 Ribs) HARDWARE: ANCHORING HARDWARE: 3 /4 -10 x 7'/z" B7 Threaded Rod Anchor Bolt Template - 11" x 11" 24 (w/07/8" holes) 4 3 /4 -10 x 2 "Ig A325 Hex Head Bolt 24 1110111alinalli 16 3 /4" Compression Washer 72 '/4' Lock Washer 16 3 /4 -10 A325 Hex Nut 48 3 /4 -10 Hex Nut 32 r — Touch -Up Paint [Frame Color] (Cans) 11 STEP 5: Repeating the procedures in STEP 4, install the remaining roof panels "2A" on this roof slope. STEP 6: Roof Panel "3A ". Lay up Panel "3A" with its left rib overlapping the right rib of panel "2A ", and its lower edge flush at the eave. Secure panel "3A" in place with the provided 1'/4" IMPAX screws. NOTE: Be certain that the IMPAX screws penetrate the Rake Trim. Insert 7/8" LAP /TEK screws along the left rib (at the rib overlap), all but the screw at the eave and the screw at the ridge. STEP 7: Repeating the procedures outlined in STEPS 3 -6, install Roof Panels "IA -3A" on the opposite roof slope of the shelter. STEP 8: Ridge Trim. Lay Ridge Trim sections along the ridge of the shelter, and secure them in place at each major rib of the roof panels as indicated on the SCREW SCHEDULE. Overlap Ridge Trim sections 3" at each joint, and cut the length of the last section, as required, to fit. Secure the Ridge Trim in place using 7/8" LAP /TEK screws at each major rib of the roof panels. STEP 9: Panel Covers. Starting at one end of an eave, lay up the first section of Panel Cover. Secure the Panel Cover in place using the provided 7/8" LAP /TEK screws at each major rib of the roof panels. Overlap Panel Cover sections 3" at each joint, and cut the length of the last section, as required, to fit. Secure the Panel Cover in place using 7/8" LAP /TEK screws at each major rib of the roof panels. CONCRETE PAD STEP 16: Excavate and build forms for a 4" thick concrete pad. Reinforce and add expansion joints per local building code requirements. STEP 17: Pour concrete. Note: It is suggested to slope the concrete down and away from the center of the shelter for better drainage. STEP 18: After concrete has hardened, remove forms and clean -up site. f W146 PRE -CUT LITCH -TOP METAL ROOF for 20' x 24' PITTSBURGH GABLE END SHELTER (4:12 Pitch) WARNING This roof surface is extremely slippery! Do not attempt to step /stand /or walk on this roof. Use all necessary precautionary safety measures when installing this roof. Notes: • Roof panels are labeled ("1A-3A") on the bottom side of each panel at the eave edge. • Panel placement is illustrated on the PANEL LAYOUT. • It is recommended that the panels be separated into groups (by letter), and placed in an area near to the section of roof where they will be installed (Per the Panel Layout). • Each metal roof panel has ribs along its left and /or right edge(s). The outer edges next to these ribs are not the same. One edge is longer than the other. When installing the panels, the longer edge should always be on the right side, and the shorter edge should on the left side. • When the metal roof panels are installed, the ribs on the edges of the panels will overlap. The shorter edge always goes on top of the longer edge. • There are two (2) types of hardware for fastening the metal roof panels and trim: 1. 11/4" IMPAX45 Screws are used for securing the roof panels to the structural steel frame. 2. 14ga x 7/8" LAP /TEK Screws are used to secure trim to the ribs of the roof panels. • Refer to the SCREW SCHEDULE for placement of screws. STEP 1: Eave Trim. Starting at one end of the eave, lay up successive lengths of Eave Trim. Temporarily "tack" eave trim sections in place with small dabs of construction adhesive (NIC). Overlap eave trim 3" at each joint, and cut the length of the last section to fit as required. Repeating this procedure, lay up eave trim on the opposite eave. STEP 2: Rake Trim. Lay up Rake Trim and cut to length as required for all four (4) rake edges. Temporarily "tack" rake trim sections in place with small dabs of construction adhesive (NIC). STEP 3: Roof Panel "lA ". Starting at the left end of either roof slope, position Panel "IA" with its lower edge flush at the eave, and its flat left edge flush with the rake of the shelter. Secure the roof panel in place with the provided 11/4" IMPAX screws. NOTE: Be certain that the screws penetrate both the Rake Trim and Purlins. STEP 4: Roof Panels "2A ". Lay Panel "2A" with its left rib overlapping the right rib of panel "A ", and its lower edge flush at the eave. Secure panel "B" in place with the provided 11/4" IMPAX screws. Insert the 7/8" LAP /TEK screws along the left rib (at the rib overlap), all but the screw at the eave and the screw . the ridge. 1 PURLIN INSTALLATION NOTES • Install purlins in rows parallel to the ridge. Starting in the highest row, nearest to the ridge, completing each row before starting the next. • All purlins have access holes in their top surface. Install purlins with the access holes on top. Note: The metal roof panels will conceal the access holes. • The end plates on the purlins are intentionally offset. When installing purlins, the end plates should be offset down and toward the center (ridge) of the shelter. • Refer to CONNECTION (S3) for installing all purlins. • It is advisable to make purlin connections only FINGER TIGHT until all purlins are in place. Then systematically check alignment and tighten all connections. DO NOT OVER - TIGHTEN PURLINS. Over - tightening will collapse the rafter sidewalls, causing permanent damage. • DO NOT remove any supports or braces until all purlin connections have been fully tightened. STEP 12: Purlin (P2L). Raise the first Purlin (P2L) into position at the left end of the shelter. Align the slots in the purlin end plate with the corresponding holes in the side of the Rafter Beam (R1). Support and brace the purlin. STEP 13: Purlin (P1). Raise Purlin (P1) into position on the opposite side of the rafter beam (from STEP 12). Align the slots in the end plates of the purlin with the holes in the side of the rafter beam. Support and brace the purlin. Connect the P1 & P2L purlins to the rafter beam using the provided hardware. STEP 14: Purlin (P2R). Repeating the procedures in STEP 13, complete the row by installing Purlin (P2R). STEP 15: Moving down the roof slope, install the remaining rows of purlins using the same procedures outlined in STEPS 12 -14 above. STEP 16: Install Purlins on the opposite roof slope using the same procedures given in STEPS 12 -15 above. STEP 17: After all purlins are in position, systematically align and tighten each connection. Remember - DO NOT OVER - TIGHTEN PURLINS. STEP 18: The structural frame is now freestanding. It is safe to remove supports and braces. ,lqi$ • FOOTINGS STEP 1: Lay out centerlines for concrete footings on the selected site as shown on the GROUND PLAN. Excavate footing holes to size, and reinforce as required by local conditions and codes. STEP 2: Pre - assemble the provided anchor bolt templates, anchor bolts, and 3 /4 -10 hex nuts. Allow 2 -7/8" to 3- 1 /8" of anchor bolt thread exposed above the template. See "ANCHOR BOLT TEMPLATE ASSEMBLY ". STEP 3: Pour concrete piers flush the finished slab elevation. It is critically important that the tops of the piers are level and at the same elevation. Failure to achieve this will create major alignment problems for the structural steel. Before the concrete sets, place the anchor bolt template assemblies (from STEP 2) into the wet concrete, aligning the templates per the GROUND PLAN. Alignment is critical, double check that it is correct. STEP 4: Allow concrete to harden and reach full strength (48 hours minimum) before continuing. STEP 5: Remove anchor bolt templates from the anchor bolts. Save the hex nuts for mounting the columns. STEP 6: If the tops of the concrete piers are not uniform, a non - shrink grout may now be applied to a 1" maximum thickness. Allow the grout to fully harden before continuing. FRAMING STEP 7: Columns (C1). Using a small crane, or other safe means, carefully lift each Column (C1), positioning them on the anchor bolts. See the FRAMING PLAN. Orient each column so that its high side (at the top) is oriented toward the center (ridge) of the shelter. Square, plumb, and brace each column as required. STEP 8: Rafter Beam (RF1) / Compression Ring (CR1) Assemblies. Working at ground level, pre - assemble the Rafter Beams (RF1) & Compression Rings (CR1) in sets. Each set should include two (2) Rafter Beams and one (I) Compression ring. Attach the angled ends of Rafter Beams to opposite sides of the Compression Ring (CR1). Secure the connections using the provided hardware. See CONNECTION (SI). NOTE: In order to conceal the connection, the compression ring cover should be on the bottom STEP 9: Individually, raise the Rafter Beam (RF1) / Compression Ring (CR1) Assemblies (from STEP 8) over two (2) opposite Columns (C1). Align the holes in the bottom of the rafter beams with the holes in the column caps. Working in the access holes in the top of the rafter beams, secure the rafter beams to the columns with the provided hardware. See CONNECTION (S2). Align and brace each assembly as required in order to maintain plumb and prevent racking. STEP 10: Ridge Beam (RBI). Raise the Ridge Beam (RBI) into place between the two (2) Compression Rings (CR1). Align the holes in the ridge beam end plates with holes in the compression rings. Support and brace the ridge beam. Connect the ridge beam to both compression rings using the provided hardware. See CONNECTION (S1). STEP 11: Ridge Beams (RB2). Individually, connect one (1) Ridge Beam (RB2) to the Compression Ring (CRI) at each end of the shelter. See CONNECTION (SI). fi 4 1k SET -UP INSTRUCTIONS V 20'x 24' PITTSBURGH GABLE END SHELTER (4:12 Roof Pitch) ERECTION NOTES: A. After application of a high quality finish and careful inspection, all members are wrapped to protect the factory finish. Unwrap the structural members upon delivery. Please handle all members carefully to protect the factory finish. Should members require touch -up, matching paint is available at paint or hardware stores. The cost of such touch -up shall be contractor responsibility. B. Members and connections have been pre- fabricated as shown on these drawings; however, all of the connections may not have been pre -fit. The erector should, therefore, as indicated in the AISC Code of Standard Practice for Steel Buildings and Bridges, check for possible interferences due to warped members caused by welding during fabrication. Such minor misfits as those that can be corrected by alignment with drift pins are a normal expectation. Where shortages or other errors do occur, Litchfield Industries should be advised immediately so that they may determine the corrective action to be taken. Back charges will not be accepted for unauthorized corrective work. C. All members must be properly braced until the complete structural system has been constructed. This building has been designed as a freestanding, open structure. If walls are to be added, or if the building is to adjoin another structure, or if any modifications are to be made, the structure must be re- engineered prior to these modifications. FILE Copy Jason M. Conn, PE Phone: (810) 695 -0793 • 16360 Trotter Lane Florida License No. 62755 �i� Linden, MI 48451 a L eP Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B I Grand Blanc, MI 48439 I Ph: 810.695.0793 ( Fax: 810,695.0569 I www.buddestgn.com CALCULATIONS FOR: SII STRUCTURES #18549 12' x 24' PITTSBURGH GABLE END SHELTER ATLANTIC BEACH, FL 32233 2007 FLORIDA BUILDING CODE W/2009 REVISIONS July 13, 2009 PREPARED UNDER THE DIRECT CONTROL AND SUPERVISION OF: Jason M. Conn, PE 16360 Trotter Lane Linden, MI 48451 Phone: (810) 695 -0793 Florida License No. 62755 • THIS SEAL PERTAINS ONLY TO THE MATERIALS SUPPLIED BY SII STRUCTURES. THIS SEAL DOES NOT SERVE AS - OR REPRESENT - THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSTRUED AS SUCH. SII Structures #18549 Bud Design File No. BD-09 -552 Page 1 of 46 I RP Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite 8 I Grand Blanc, MI 48439 I Ph: 810.695.0793 I Fax: 810.695.0569 I www.buddeslgn.com TABLE OF CONTENTS 1 Design Criteria 2 Building Materials 3 Support Reactions (Loads to the Foundation) 4 Structural Geometry and Computer Model 5 Structural Analysis and Design 6 Connection Design 7 Footing Design 8 Roof Panel Data SII Structures #18549 Bud Design File No. BD -09 -552 Page 2 of 46 1::" Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B 1 Grand Blanc, MI 48439 1 Ph: 810.695.0793 1 Fax: 810.695.0569 1 www.buddesign.cam DESIGN CRITERIA 2007 FLORIDA BUILDING CODE W/2009 REVISIONS Dead Loads: Weight of Roofing System = 2.00 psf + Structure Dead Weight Snow Loads: Basic Ground Snow Load = 0.00 psf Live Loads: Roof Live Load = 20.00 psf Wind Loads: Based on 130 mph wind speeds See Wind Analysis Sheets Seismic Loads: Wind Loads Govern This Design Load Combinations: (2007 Florida Building Code, 1605.2.1 Basic Load Combinations) D = Dead Load Lr = Roof Live Load W = Wind Load (1) 1.4D (Equation 16 -1) (2) 1.2D + 1.6Lr + 0.8W (Equation 16 -3) (3) 1.2D + 1.6W + 0.5Lr (Equation 16 -4) (4) 0.9D + 1.6W (Equation 16 -6) SII Structures #18549 Bud Design File No. BD- 09-552 Page 3 of 46 Project : 12' X 24' PITTSBURGH GABLE END SHELTER File : BD -09 -552 Subject : WIND ANALYSIS Date : 7/13/2009 Location : ATLANTIC BEACH, FL Eng. : BMR Design Wind Pressure, p, Equation 6 -25 (ASCE 7 -05) Design wind pressures and forces are determined per equations given in section 6.5.13 System Type Structure Type Equation Open Buildings and Rigid Structures p = gz•G•Cn Other Structures Pitched Roofs qz : at height z above ground over Gf : Given in 6.5.8 Open Buildings Cn : given in Figure 6 -18B Velocity Pressure Calculations, qz Velocity pressure qz is calculated in accordance with section 6.5.10 qz = Velocity pressure @ height z (Eq. 6 - 15) qz = Constant • Kz • Kzt • Kd• V 2 .1 Where : Constant = Numerical constant (Section C6.5.10) =''/ 2•[ ( Air density lb/ cuft) /(32.2ft/s [( mi /h )( 5280 ft/mi ) • (1 hr /3600 s )] 2 = 0.00256 Mean Sea Level = 0.00 ft Air Density @ MSL = 0.0765 lb/cu ft (Table C6 - 13) Category = II (Table 1 - 1) Importance Factor = 1.00 (Table 6 - 1) Exposure Category = C (Open terrain) Alpha = 9.50 (Table 6 - 2) Zg = 900.00 ft (Table 6 -2) Basic Wind Speed = 130.00 mph (Figure 6 - 1) Height = 9.00 ft Width = 12.00 ft Depth = 24.00 ft SII Structures #18549 Bud Design File No. BD- 09-552 Page 4 of 46 Project : 12' X 24' PITTSBURGH GABLE END SHELTER File : BD -09 -552 Subject : WIND ANALYSIS Date : 7/13/2009 Location : ATLANTIC BEACH, FL Eng. : BMR Velocity Pressure Calculations, az (Cont.) Where : Kz = Velocity pressure coefficient at height z (Eq. C6 -4a) = 2.01•( Z/Zg) ^ (2 /Alpha) for 15 ft <= Z <= Zg (Eq. C6 -4b) = 2.01• (15 /Zg)A(2 /Alpha)for Z <15ft = 0.85 Kzt = Topographic factor obtained from Fig. 6 -4 (1 + K1 • K2 • K3) 2 = 1.00 Topography = None Kd = Wind directionality factor obtained from Table 6 -4 = 0.85 Sil Structures #18549 Bud Design File No. BD -09 -552 Page 5 of 46 Project : 12' X 24' PITTSBURGH GABLE END SHELTER File : BD -09 -552 Subject : WIND ANALYSIS Date : 7/13/2009 Location : ATLANTIC BEACH, FL Eng. : BMR Gust Effect Factor, Gf, Obtained by Rational Analysis The gust effect factor Gf obtained by rational analysis uses the dynamic properties of the system Values Obtained from Table 6 -2 Zmin = 15.00 ft e = 0.200 e = 500.0 ft c = 0.200 Calculated Values Analysis = Category II : Rigid Structure - Complete Analysis z ( -) = 15.00ft Iz = c • (33/z) ^ (1/6) (Eq. 6 -5) = 0.228 Lz = 1 • (z/33) ^e (Eq. 6 -7) = 427.1 ft Q = Sgr(1 /(1+ 0.63 • ((b +h) /Lz) ^0.63)] (Eq. 6 -6) = 0.956 gq = 3.4 gv = 3.4 Gust Factor(G) = . 925• ((1 +1.7•gq•1z•Q) /(1 +1.7•gv•lz)) (Eq. 6-4) G = 0.902 SII Structures #18549 Bud Design File No. BD -09 -552 Page 6 of 46 Project : 12' X 24' PITTSBURGH GABLE END SHELTER File : BD -09 -552 Subject : WIND ANALYSIS Date : 7/13/2009 Location : ATLANTIC BEACH, FL Eng. : BMR Design Wind Pressure, D. Equation 6 -25 Design wind pressures and forces are determined per equations given in section 6.5.13 Figure 6 -18B (Pitched Free Roofs) Roof Height = 9.00 ft Roof Angle = 18.43 deg. Clear Flow Load Case Gamma Side Kz K3 Kzt Kd ah (osf) Cn D lost) A 0 or 180 Windward 0.85 1.00 1.00 0.85 31.22 1.10 30.97 A 0 or 180 Leeward 0.85 1.00 1.00 0.85 31.22 -0.17 -10.00 B 0 or 180 Windward 0.85 1.00 1.00 0.85 31.22 0.01 10.00 B 0 or 180 Leeward 0.85 1.00 1.00 0.85 31.22 -0.96 -27.10 Obstructed F ow Load Case Gamma Side Kz K3 Kzt Kd ah (DSf) Cn D (DSf) A 0 or 180 Windward 0.85 1.00 1.00 0.85 31.22 -1.20 -33.78 A 0 or 180 Leeward 0.85 1.00 1.00 0.85 31.22 -1.09 -30.73 B 0 or 180 Windward 0.85 1.00 1.00 0.85 31.22 -0.69 -19.47 B 0 or 180 Leeward 0.85 1.00 , 1.00 0.85 31.22 -1.65 -46.33 SII Structures #18549 Bud Design File No. BD -09 -552 Page 7 of 46 Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B I Grand Blanc, M 48439 l Ph: 810.695.0793 I Fax: 810.695.0569 l wwwbuddesign.com BUILDING MATERIALS Member Description Member Size: Steel F (ksi) Column (C1) HSS5x5x3 /16" 46 Rafter Beam (RF1) HSS7x5x3 /16" 46 Ridge Beam (RB1) HSS7x5x3 /16" 46 Ridge Beam (RB2) HSS7x5x3 /16" 46 Purlin (P1) HSS5x5x1 /4" 46 Purlin (P2L) HSS5x5x3 /16" 46 Purlin (P2R) HSS5x5x3 /16" 46 Steel & Hardware Shop Notes: 1. All steel is to be ASTM A -36 except steel tubes. 2. Steel tubes shall be ASTM A -500 Grade B. 3. All welding is to be done in accordance with the latest AWS standards and all welds are to develop full strength of component parts. (E7081 Electrodes). 4. All bolts to be ASTM A -325. 5. All fabricated steel & structural tubes to be painted with a rust inhibitive alkyd primer according to Steel Structures Painting Council (SSPC -SP2) as outlined in AISC 6.5. Roof Material: Roof Deck is 24 ga. 80 ksi metal roofing. SI I Structures #18549 Bud Design File No. BD -09 -552 Page 8 of 46 b eP Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B I Grand Blanc, MI 48439 I Ph: 810.695.0793 I Fax: 810.695.0569 I www.buddesign.com Support Reactions SII Structures #18549 Bud Design File No. BD -09 -552 Page 9 of 46 General Info Model Name: 12' x 24' PITTSBURGH GABLE END SHELTER Engineer: BMR Notes: Support Reactions Units: Force Reactions Rx, Ry, Rz [lb]; Moment Reactions Rox, Roy, Roz [lb -ft] Load Combination 1: 1.4D Node Rx Ry Rz Rox Roy Roz 1 -0.135 1101.395 -5.672 - 48.216 - 24.940 1.145 3 -0.135 1101.395 5.672 48.216 24.940 1.145 5 0.135 1101.395 -5.672 - 48.216 24.940 -1.145 7 0.135 1101.395 5.672 48.216 - 24.940 -1.145 Load Combination 2: 1.2D +1.6S +0.8WAZ Node Rx Ry Rz Rox Roy Roz 1 -0.694 4765.328 456.336 3506.048 - 124.113 5.895 3 -0.819 3261.356 515.768 4011.220 147.018 6.959 5 0.694 4765.328 456.336 3506.048 124.113 -5.895 7 0.819 3261.356 515.768 4011.220 - 147.018 -6.959 Load Combination 3: 1.2D +1.6S +0.8WBZ Node Rx Ry Rz Rox Roy Roz 1 -0.478 3583.927 366.807 2996.480 - 85.692 4.064 3 -0.591 2222.044 411.326 3374.895 106.435 5.026 5 0.478 3583.927 366.807 2996.480 85.692 -4.064 7 0.591 2222.044 411.326 3374.895 - 106.435 -5.026 Load Combination 4: 1.2D +1.68 +0.8WAX Node Rx Ry Rz Rox Roy Roz 1 47.447 2403.850 - 18.689 - 158.854 - 75.845 - 199.843 3 47.447 2403.850 18.689 158.854 75.845 - 199.843 5 48.297 2403.850 - 18.689 - 158.854 75.845 - 207.069 7 48.297 2403.850 18.689 158.854 - 75.845 - 207.069 Load Combination 5: 1.2D +1.6S +0.8WBX Node Rx Ry Rz Rox Roy Roz 1 39.312 4233.451 - 31.375 - 266.692 - 145.441 - 163.638 3 39.312 4233.451 31.375 266.692 145.441 - 163.638 5 40.928 4233.451 - 31.375 - 266.692 145.441 - 177.382 7 40.928 4233.451 31.375 266.692 - 145.441 - 177.382 Load Combination 6: 1.2D +1.6WAZ +0.5S Node Rx Ry Rz Rox Roy Roz 1 -0.396 4439.402 952.543 7350.993 - 70.886 3.370 3 -0.647 1431.459 991.666 7683.543 116.695 5.498 5 0.396 4439.402 952.543 7350.993 70.886 -3.370 7 0.647 1431.459 991.666 7683.543 - 116.695 -5.498 Load Combination 7: 1.2D +1.6WBZ +0.59 Node Rx Ry Rz Rox Roy Roz 1 0.034 2076.600 773.484 6331.856 5.956 -0.292 3 -0.192 - 647.166 782.783 6410.893 35.529 1.630 5 -0.034 2076.600 773.484 6331.856 -5.956 0.292 7 0.192 - 647.166 782.783 6410.893 - 35.529 -1.630 Load Combination 8: 1.2D +1.6WAX +0.58 Node Rx Ry Rz Rox Roy Roz 1 95.885 - 283.554 2.493 21.189 25.651 - 408.107 3 95.885 - 283.554 -2.493 - 21.189 - 25.651 - 408.107 SII Structures #18549 Bud Design File No. BD-09 -552 Page 10 of 46 5 95.603 - 283.554 2.493 21.189 - 25.651 - 405.717 7 95.603 - 283.554 -2.493 - 21.189 25.651 - 405.717 Load Combination 9: 1.2D +1.6WBX +0.5S Node Rx Ry Rz Rox Roy Roz 1 79.614 3375.650 - 22.881 - 194.486 - 113.541 - 335.698 3 79.614 3375.650 22.881 194.486 113.541 - 335.698 5 80.866 3375.650 - 22.881 - 194.486 113.541 - 346.342 7 80.866 3375.650 22.881 194.486 - 113.541 - 346.342 Load Combination 10: 0.9D +1.6WAZ Node Rx Ry Rz Rox Roy Roz 1 -0.205 3435.389 960.241 7416.430 - 36.659 1.747 3 -0.456 427.446 983.968 7618.106 82.468 3.875 5 0.205 3435.389 960.241 7416.430 36.659 -1.747 7 0.456 427.446 983.968 7618.106 - 82.468 -3.875 Load Combination 11: 0.9D +1.6WBZ Node Rx Ry Rz Rox Roy Roz 1 0.225 1072.587 781.183 6397.294 40.183 -1.916 3 -0.001 - 1651.179 775.084 6345.455 1.303 0.007 5 -0.225 1072.587 781.183 6397.294 - 40.183 1.916 7 0.001 - 1651.179 775.084 6345.455 -1.303 -0.007 Load Combination 12: 0.9D +1.6WAX Node Rx Ry Rz Rox Roy Roz 1 96.075 - 1287.567 10.191 86.626 59.877 - 409.730 3 96.075 - 1287.567 - 10.191 - 86.626 - 59.877 - 409.730 5 95.413 - 1287.567 10.191 86.626 - 59.877 - 404.094 7 95.413 - 1287.567 - 10.191 - 86.626 59.877 - 404.094 Load Combination 13: 0.9D +1.6WBX Node Rx Ry Rz Rox Roy Roz 1 79.805 2371.636 - 15.182 - 129.049 - 79.314 - 337.321 3 79.805 2371.636 15.182 129.049 79.314 - 337.321 5 80.675 2371.636 - 15.182 - 129.049 79.314 - 344.719 7 80.675 2371.636 15.182 129.049 - 79.314 - 344.719 Load Combination 14: Total_01 Node Rx Ry Rz Rox Roy Roz 1 -0.495 4027.304 585.412 4509.991 - 88.470 4.205 3 -0.651 2147.340 629.718 4886.595 117.101 5.535 5 0.495 4027.304 585.412 4509.991 88.470 -4.205 7 0.651 2147.340 629.718 4886.595 - 117.101 -5.535 Load Combination 15: Total_02 Node Rx Ry Rz Rox Roy Roz 1 -0.225 2550.553 473.501 3873.030 - 40.444 1.916 3 -0.367 848.199 499.166 4091.188 66.372 3.118 5 0.225 2550.553 473.501 3873.030 40.444 -1.916 7 0.367 848.199 499.166 4091.188 - 66.372 -3.118 Load Combination 16: Total_03 Node Rx Ry Rz Rox Roy Roz 1 59.681 1075.456 -8.369 - 71.137 - 28.135 - 252.968 3 59.681 1075.456 8.369 71.137 28.135 - 252.968 5 59.999 1075.456 -8.369 - 71.137 28.135 - 255.672 7 59.999 1075.456 8.369 71.137 - 28.135 - 255.672 Load Combination 17: Total_04 Node Rx Ry Rz Rox Roy Roz 1 49.512 3362.459 - 24.227 - 205.934 - 115.129 - 207.712 3 49.512 3362.459 24.227 205.934 115.129 - 207.712 5 50.788 3362.459 - 24.227 - 205.934 115.129 - 218.563 SII Structures #18549 Bud Design File No. BD -09 -552 Page 11 of 46 7 50.788 3362.459 24.227 205.934 - 115.129 - 218.563 SII Structures #18549 Bud Design File No. BD- 09-552 Page 12 of 46 L iT Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B I Grand Blanc, MI 48439 I Ph: 810.695.0793 I Fax: 810.695.0569 I www.buddesign.com Structural Geometry and Computer Model SII Structures #18549 Bud Design File No. BD -09 -552 Page 13 of 46 Page 1 Project/Job: 12' x 24' PITTSBURGH GABLE END SHELTER VersaFrame V3.1 (489.3) (C) Digital Canal Corp. Engineer: BMR Date/Time: 07/13/09 10:33:05 N27 N28 N25 ,. N24 N22 23 2 r. N21 41011 N11 N2Q N19 N1, 411■ 1. 1 15 N16 1 N14 X I Node Numbers SII Structures #18549 Bud Design File No. BD -09 -552 Page 14 of 46 Page 1 Project/Job: 12' x 24' PITTSBURGH GABLE END SHELTER VersaFrame V3.1 (489.3) Engineer: BMR Date/Time: 07/13/09 10:33:22 (C) Digital Canal Corp. M3 e's -21 3/ .r. a :13 cr i 12 i 1 4 19 --„,.., . .....,.. ;18 c• :11 17 100 ° 11111iP 410 g `' .15 9 Ea X 4 I Member Numbers SII Structures #18549 Bud Design File No. BD-09 -552 Page 15 of 46 • Page 1 Project/Job: 12' x 24' PITTSBURGH GABLE END SHELTER VersaFrame V3.1 (489.3) Engineer: BMR Date/Time: 07/13/09 10:33:40 (C) Digital Canal Corp. 00) • ca) t ll r, 00) (� C-1 1 8 00) W) {1 a) wo. 00) (1. c 17C7i (8 a)) • °°) CO) Ira ) X Member Lengths Sil Structures #18549 Bud Design File No. BD -09 -552 Page 16 of 46 IC eP Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B I Grand Blanc, MI 48439 1 Ph: 810.695.0793 I Fax: 810.695.0569 I www.buddesign.com Structural Analysis and Design Sil Structures #18549 Bud Design File No. BD -09 -552 Page 17 of 46 • 2,22222222222222222822 `2,' 2222222222,222222222222 2, 2222222222222222222 T, 8 0000000000000000000000 U 0000000000000000000 C 8 71N.i N.12 NNNN NN NN.-IN 222 .i N .� 222222NN.� 22.122 N2 riHN. -I N r�.-1ti rIN ri N4.1 Ne-I .-1 ri. -IN4 NN.i A O O q 2222222,222222222222S'2 W 2222222222222222222222 d 2222222222222222222 C O 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ..................00.0 O O ................. b t ❑ ❑ « ❑ O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 r N 0000000000000000000000 N 000000•0“,0, 0 CO CO CO V 0 m CO m d. . 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N n : V e 9 V v F E E F N F F u O O 41 7 « U U ` Z v G F a 2 N M c in to r m O 2 711,17-; ,11,1 N N N N i u 22222222222222 2 N 8 L 2 a y ; 1 : 1 E i .1 'g' i k' E Sil Structures #18549 Bud Design File No. BD -09 -552 Page 18 of 46 0 MO NO MO 00 OW OM ON OM OM VO OM VO OM VO OM VO OM ■ 00 MO 00 MO OM 0 O 00 MO 00 MO ' .° �° AT 72 7e II E I I To by p 1 s I N O 00 i 00 PO 00 OP 00 00 00 e e m m I I 1 1 m I C c m N V ti ,, N 00 0 N O e e F %% 1 1 1 1 ° ° o b G o ° .1 r 1 .. I ti I 72 '2 42 22 22 %% c 1 I I NN NN NN II NN e m of a e m u1 e n O I e' 1 1 a m 1 I M o o ; m m N O O p ° I I ° I I N �n £ I I 1 2g P 1 O 0 0 77 11 I O O o m p 0 Q % 0 0 0 O O 0 0 I I I I m 1 1 W I I I O v I TT 77 I N 22 2,'=, 22 .. N N.. N N N.. NN N N N NH N NN .i ..N .. ,y ,y 0000 '�N m c �n b n m N . ■ -n-1 .. N N N N N N N N N m m y " N m e n b U A 9 O A£ V ; 1 ° ° HO 00 00 00 00 £ 4 22 28 22 28 22 22 82 82 28 22 22 22 g2 8 2222222222222222222 p NO NO NO NO MM MM MM MM 00 00 00 00 00 M 0000000000000000000 e I j 1 I 1 .m. 1 0 o O O 0 0 O O 24 24 2g T £ EEEEEEEEEEEEEEEEEEE 0 o 0 o O O° o° o 0 0 0 o O O O o N N I 1 1 N N m m i r m m 1 1 0 0 00 00 0 0 0 O M 0 0 G n b b n m � I I I I 22 742 a � o 0 1 1 n N N N 2 e Pn N VI N 2 I 1 I 1 I I 1 1 1 1 I, I I I I. I P I Ei £ w b 10 10 m b b b m £ 4 N N % q o O O O 11 77 22 22 22 22 1 1 1 1 1 e I �I 1 1 1 1 1 1 1 1 1 G ,s. m 1 1 I I I 1 N I I E w a s 0000.........E Y „ 0 4 N .. .+ 0 a 1 NN ° V w I 1' 1' 1 °i 1 NN II 0 0000000000000000000 3 01 N N ti 2 N w w H z .. N m e 'W r m .. N m b .. .. .. P2 m p u C w .ENma .. .. .. .. ,-1 ry .. .. .. ..NN NN 3f y " N m e ul to r m 01 2 .. .. 3 U X § S SII Structures #18549 Bud Design File No. BD -09 -552 Page 19 of 46 u o0 EE EE ER EE ER EE EE EE EE EE RE EE EE EE EE EE EE EE EE PT NT ; 1 PO " °P TT °O °° °° m° 1 1 T II " s IM � I IN IN I II °° °° °° °° 2° r 27 I I P r I I k 1 1 � 1 E NN gg 0 NN 00 NN 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 M M F m m i I •+ H H H I I .0 .p 0 0 .. 0 0 .0 .0 .. 00 .0 0 0 0 0 00 0 0 N o VV NN PP mm .m mm .m HM MN I 1 I P I 1 m r P I P I r ° °1 N L O O O O I m M O m 1 T m I ti O r m m 1 I 1 M 1 OW m 0 S W N 22 22 PT 22 PV gg gg gg gg TT N N m P N N N N N N N N N I I 22 m m SS II 0 0 °° o o 7° 0 0 0 0 °° I W 1 1 I I I I 1 '^ "� 7.1. N F H p '� N M P m w r m N N m m H N H H N H N N N H H H H H H H H H N N .0 N N N H 22 m 0 M N m P H m N O M m M ui m m m N m P ut m O r m m H O H M N M P N O 0 H Z q C M E 0 H N M P u1 10 r m m H H H H N H H N N N ri U A 9 v m R i I 2 i 0 1 T T T T T + Nm Pt ,9-1 °O oO " " r 27 P° 1 P Ir in im ° Mm Mm mr N IN N 00 11 11 IM TT EE EE EE EE EE EE EE iE EE EE EE EE EE EE EE EE EE EE EE EE 22 AA gg 22 PP AA gg 22 g TT gg TT H H H 1 1 N M i p v l T N i ° ;° PI P7 2"2 r ° I °P 72 1 I VT 7174 H H ry H' P P m .01 i I I � I I V 2V O 22 27 O VT TT 22 24 VT TS 42 1 22 17 22 22 22 I TT N M M N H 1 t I I 1 VP r r VV m T Vg r r VV 00 00 00 00 1 1 00 00 00 00 00 V. ON 0.4 N m N VN MO N N N N N 1 1 II H H H N I It it i o It 11 It H i NN m m Hm No M m Mof 22 mH mP 24 or mm HO HM P. 2 PN rm NM MN P O .DN .0 .n ono mm SII Structures #18549 Bud Design File No. BD -09 -552 Page 20 of 46 • Nr P2 22 Pg Pg 0 2P 22 gP gP P2 T2 P2 T2 P2 T2 P2 T2 w gg W2 gg W2 g2 22 0 0 0 0 p ..M M .. N N IN 00 00 00 00 00 00 00 00 00 00 MM 00 MM 00 MM 00 MM 44 44 44 44 TT gg ry N I M T 0 gg g2 gg g2 gg 22 gg 22 22 44 22 44 22 44 22 44 °° TT TT O ++ 0 0 0 0 0 0 °° W N P N PP PP PP H. NN N1 I I N; .i .y NN 0 titi 1 I N H. H. . P2 gg P2 ,22 SP gP 2g gP SP 22 PP u m ".2 .0 00 .0 0, 0. 0. 0. m� N 101 V M,„ MM MM 22 22 T 1 1 11 I I I I I .. 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N N 2g 82 PT ON MM MM 00 NO 24 24 82 PT 24 24 Z4 Z4 24 24 24 24 24 24 22 TT 22 22 22 Pg 1 NN n M .i .v r r N N N N .i .� r r E 1 0 t o I I I P I 1 m m 1 TT r g Wm WN MN WN MN MM MM MM MM NN MM MM MM MM 00 0° Pi N r I 1 1 N r 1 II N X II I 1 N N ry N N N N N N . II r r r r 1 1 00 N N N N P .i N " 10 10 " m oo . N N N PP N H N N N N G 'p .I N rl -1 . i N 22 •+ 2P .1 - z N N N N N N M M o ro S Sil Structures #18549 Bud Design File No. BD -09 -552 Page 21 of 46 0 MO VO MO VO OV OM OV OM 00 00 00 00 00 NO MO WO HO MO ON OM OW ON T ° mo n0 0 2 T2 22 0° 00 00 0o I oN 0 02 o0 i 2 I 22 I I I i I .+ �IJN o 0 00 °O 00 cJ N I ° N n I °g 22 22 ,m 1 7 I I I 1 NN E O mm mm mm n n r r I o f 22 22 mm 0 0 00 0 0 0 0 .0 0 o O° 0 0 0 0 00 00 00 I I 00 00 F I I m ER EE ER PP 2P 22 2P 24 22 22 22 m m m 21 N N I m NN mr MW m r m m II I I 1 1 I I HN b N O Oo 0o II II N I N a N II N o0 22 22 22 m m 22 I I 11 I ~ 1 I I 1 1 1 i V M EE RE EE ER Erii RR EE EE EE EE EE EE EE EE EE n M N CM N'J .w.+ •i r4 r� rl pp I r r N 11 00 00 00 I I 1 O o 00 00 I I , W I 1 II H H I~ 44, NN I I I 9 -N m e n10 r m N m e 2N 0 N.� N.+ N.1+ 2 22 2 P 22 7,'2 22 N N N2 00 mo C 2" ma .+m No mm min mm m.+ ma non or mm .rN Nm aN uJ �O 0 0 H Z y C N E H N N m T ut w N N 2 2 2 N rl 0 N N N N UL 7 E o0 00 00 00 '2 7 ',4 7 :2 i I I I I I I I I I NN NO NN NO NN Nn MN H r5, IN ° �° 00 0° °o °0 of r1 i° vi is iP I of °m mac mu v TT Im II 22 22 EE 22 28 22 gg gE 88 gg 22 22 Eg 28 gg ES 88 TT PP TT PP TT PP TT 1 00 00 00 00 00 00 00 00 1 0; Oo 00 00 °° LTD; S 22 22 22 22 22 Pg Tg EE Tg Pg gP ET gg 2T 2P 22 PP 22 PP 22 PP 22 O° Pi °° PT 4 v r °° iP ie M ° I 1 I .i.J titi I I i N i m NH 1 is iiJ ii 26 22 TT TT 22 22 TT ,y m M m 4 I V N 22 22 22 I I i i I I I I i I I NN NN NN NN N N N N I F.. '7']F, 1 1 1 1 „ I I NH 22 TT 22 n2 22 TT 22 m in 22 2' 2."2, '7!; ,712 P,2 74.'1 n° r m -2 22 '2 22 '2 22 '2 SII Structures #18549 Bud Design File No. BD -09 -552 Page 22 of 46 2 0 22 28 gg gg 84 22 22 gg 82 22 22 44 42 22 22 44 42 4 22 22 22 22 EP 8P O i t 7"2 Tg 1 i CO m m CO LO CO I 1 m m v v a E C M 0 1 1 N 74 I 1 2'7' 2Z 22 ti I N N g2 I 1 1 I I O 1 1 m m gg 22 22 gg 22 g2 g2 22 22 28 22 22 2 2 88 22 22 O 22 22 22 22 gg gg 0 0 0 o 00 00 00 00 00 00 m m MM WW M 00 00 ON 00 .+.+ MM NN 1 1 1 NN NN 1 1 I NN I I 1 1 1 1 F % 22 22 Tg 22 g2 20 22 22 22 22 PP PP ° O VP C p n I 2° M N N 0 4 N N 1 O b m m r r TT i N N N M 1 I 1 1 1 I I v v 11 N I I I ti ti 24 I 22 22 ME 22 22 22 22 22 22 Pg 22 P2 22 Pg 22 .42 22 O 84 84 24 24 22 22 0 ° I P I r 22 22 Pg vM E I i m m m m I 22 1 11 vM I I 28 22 82 82 gg gg g2 gg 22 22 Qg 22 Pg 22 Mg 22 ✓ T ♦ W 1 I 0 0 b N f � nro_l .Lg 22 42 42 00 00 00 00 O a 00 00 C1,1 v P N N H I g2 22 1 1 TT A— 22 22 22 22 42 42 24 22 22 NN N.y NN 42 NN NN N 22 N 22 mN 22 ' y 42 a 4 '"I0 My i0 IO rm N 2 4 2 4 2 N N N N N N N N N N M M 1 y N M 0 0 gg 22 22 g2 on 22 22 22 22 T, 22 22 22 22 22 24 22 24 gg 22 g2 gg gg 42 0 °2 22 22 N M 712 .`I M NM 1 2 2 2 2 2 2 2 2 £ o 0 00 .l o m 00 00 00 00 °°0 22 22 22 22 22 22 22 2 u+ m a 2 2 n a ON 00 00 00 00 00 00 2 7 22 M ° ' m ' N ii N 00 00 00 00 N I I T4 M TT 72 ■ o ° r o0 o m 0°0 0 o N N to m 1 1 2 i c 2 2 2 m N N o I I N N M M r r 1 0 0 00 00 00 00 00 NN 1 1 22 22 22 gg 22 22 22 22 22 W b m b O N OW NN MM MM NN NO I TT 22 22 22 m m 22 22 22 r r r r r r r r TT 22 m m 22 gg g gg 22 22 gg m l 1 I I M I 1 I I I 22 OV MW MM MW MM MW MM MO MM M 22 82 Pp 22 42 22 Sg 22 22 22 22 22 82 O gP 7? N r M M m m r r N N M M m m r r h 0 0 0 o I I v M v M 1 1 I H EE 0 o n EE EE EE r m OM r O ON ,W OM HK m O 24 22 I P I O 1 1 I p I 1 0 1 1 22 m r ,...I mr 42 42 42 4 I I M M 7 I I I o O 11 I I NN N 22 N 22 2 22 4 22 1 HN My N mm .. 22 2 22 22 2,74 4 fl N N N N N N N M M p y 0 N M v of m r m m u G h at N E 3 SO Structures #18549 Bud Design File No. BD -09 -552 Page 23 of 46 H 0 m m m m I 1 1 0 o 00 00 00 1 1 I O I O vo vo vo PO ON ON ON ON 00 DO 00 00 00 00 00 00 00 00 00 00 00 00 0 N mm 1 o p o 0 0 0 0 0 i m I AT A? I I I N TA I I I 'E 2 44 44 44 44 TT TT TT TT 22 gg g2 gg 2g gg 2g gg 22 gg g2 gg 22 22 E 00 oo 00 oo 00 00 00 00 00 00 00 00 00 00 0 g MM MM MM MM l047 00 00 00 00 00 00 00 00 00 00 00 00 00 00 O 22 F 11 1 1 1 C m .1° O o O O O 0 0 A N TM TT t N t t TT ~ A T O m l N I N m 71 1 O j 11 I I I I I I .-I w m O .0 P ..,;4 O j E I O T' 1 1 ry ry P N N cJ N I I 1 NH I g .W M gH ON ON ON ON 0M OM 4M 0M MM NN MM MM NN 00 00 00 00 00 00 00 00 00 0 b A E P P2 P2 ti '4 ^ m m o 0 O o 00 O 0 °° O O o 0 O 0 o o O N rv m N N m I N I 1 "1 .i 'H I I M� I I O O y C 8i 9 d m E 0 0 0 0 O o O o g7 g° N N I N r N r 7 " t E "� m m P I � 1 11 � I 1 1 1 I AE N P 8 T °° ' '° 8 ° N A ° AT N TA m TT TA TA T2 .J r 22 EF FF EE EE EE EE EE EE EE EE EE EE EE EE EE EE EE FF RF RR FF r i N N 00 00 00 00 00 I I 00 00 00 00 00 00 00 00 00 00 00 m m 0 m m O 00 00 00 0 II MM MM 00 NN 00 00 NN MO MO 00 MO MO OM OM 00 OM OM 00 VP 00 VP 00 VP 00 V I I t ~ v m N I I m l N t�v m I I •+ fl I m '+ .r .i N N I I I I I I N N 1 1 N N I I I m m m Ip N r T2 P ?A PT TT m T2 22 22 PP AA AA PP gg gg gg gg gg g2 gg g2 gg gg 24 g2 24 ET 24 ET 24 g NH NH MW MM g N .-1 n P P " N H .i o 0 00 00 00 00 OD 00 00 00 NN 00 NN 00 NN on NN N NO MO HO WO HO WO NO SII Structures #18549 Bud Design File No. BD -09 -552 Page 24 of 46 O o 0 o M o O o a M I r 27 14 a N N '° o i O o O o p 1 I 1 22 .ic N 2F.I tic N T ■ 0 0 u � l o o e 4 c F o C 2 1 TT O m o b T2 1 or N M £ b T7 T f l 7'2 ..I .v TT T2 M I 0 0 0 0 0 m 0 0 0 0 0 0 0 0 00 00 00 ti N N 22 74 1 r r 12 77 Ekk 2 1 1 v o �� r r ,-, ■ in m 00 N N m N m o m o O m b o m m C N O 0 M 22 I r 44 . 1 1 r r r r r r PP r M M MM I I M 0 00 20 .0 ON OW 00 00 ry WO M N 44 PP .74 4 p O C O r N 1 I 10 1 M 1 r I N 24 0 N T 22 EE ° 0 o O 1 I 1 N N ' •� vt .n N N N .i `� ul �n b b T ,70,,," 1 W E EE EE EE EE EE EE EE EE FE EF U ti 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m 2 oo m ry .Mi a p m b b b ■ .. ti I I 1 . I I I I 2 O 2 b b o I M j m M c .-I 22 22 X2 .12 N N N% N N 22 .=.1 N .+N N N .� N N .�I .i r N n .� .v 00 N b r m 2" 2" 71 GG 0 2 .I .-I N N N N N N N N N N M M p y '� N m 2 n r U 1 A bE Ob ✓I0 EE O NO 1 N c N c N v N v E I 1 '1 0 MO , 00 00 00 00 H MO 00 MO 00 MO 00 MO 00 W I I 1 1 I rl NH o r b b O M O N M M o I m o r O v T b O M 0 I N N N r 7"2 1 1 72 T b V 1 I N j b O O O O O O O O m i p P 1 I 1 1 I I I g 22 SS 22 SS SS C m M EE 0 0 O p p H PP 22 PP 22 PP 22 PP 22 0 00 NN WW NN .i VV NM VV I I I I NM VV O M M I m m 2 2 7" m 7T 0 0 0 0 O o O o 0 o O o O t m X P2 tg 22 gE P2 EE PP gE 24 WE 24 WE 44 I I 2 2 ~~ 1 1 N .i I 2 2 - m r m m m r .. 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N i n v 2 m m m m 2 I iN Ni Ni iN N N 1 ' on 22 22 PP 82 mn 00 00 00 0o m° 2i 0 I om i2 im N I im N N a N � I i o TT 00 0° 00 00 00 00 00 0o mm °0 00 00 00 00 00 mm nn 1 N m mm I i m 88 N I b m° °m 72 22 N n n 22 n n m 22 m m m Nql 4i I@ I I I r 1 2 1 N P 2T 22 2@ 22 1 .... r� P2 P2 2P 22 P2 m mm nn nn 1 I I II II 00 00 0o ii 00 00 00 00 °° va m i n ..N ..N SII Structures #18549 Bud Design File No. BD-09 -552 Page 26 of 46 4 HO qq 0. 1 0 1 O 0 1 m N N m N N m N N m N N S I 1 p 0 in 0 M m � I I C I ? O I O M E° PP P2 1 i N N M N M M N ■ ul I H 1 .� 1 1 1 I VVV EE EE EE EE EE EE EE EE EE RR EE RR EE EE O 22 22 gg PP 42 I 11 1 PP F m m PP T' PP 22 TT m m xx I 1 I 2 1 O m 0 0 N 11 M m m o o m m m .[{ m 1 rr m ft m:n Of p mM I I 1 1 O 2? PT m 1; r I m T2 P2 2E PE 2E PP 22 PP 2g m 1 p 00 00 � I 11 V m 1 N N M N N am N N am N N p M M no H 1 Ei EE 'C a Ei EE EE EE RR ER RR ER RR ER RR ER gi ER RE ER RE EE EE 00 00 00 0 0 00 00 00 .0 0 H WO WO m q% ET 1 1 2 E i 2 4 22 `{ 2 22 g1' I TT T7 NN NN NN NN NN NN NN NN N NN N NN N NN N NN 0a" NN " mm rm moo 0 0 N .�z N N N N N N N N N N N N N M M y " N m p n m r EE ER EE U 11 D N b E 0 N N 1 1 I i 1 1 1 M M '" M I o o m 00 00 0' 00 I i o 1 ER ER 5 n N c N NN p N ,� 7m 1 00 00 00 00 1 27 1 1 1 N i i 1 N '" T. O N N I N N I I N r r r NI al r II O r r 1 1 I r r m m NN 00 00 00 00 00 00 1 1 1 1 F mm mm Loco vlo NN NN PP 22 PP 22 PP N 0 h M N m m NN M m O o S o o m N O O 2 1 1 2 2 1 1 2 2 M m 1 1 •N-I NN i m i 2 . i 1 1 m m m m ; ' I ; 2 IIb IMO 2 T T 2? W PI 22 PE 22 PE 22 PI 22 q O q m T 1 F'7 O m I 1 1 1 1 1 I I 1 1 I I 1 I I I I 1 1 m 1 I I I N x 2E SP 2E SP 2E SP 2E SP p 2 2 ut m in 2 Vt m N N N m M M 4 r m m V m m m m m m m 00 00 h m W M .4•4 I m r r r r II 0 TT TT TT 1 j j N NN N NN N NN N 22 o D NN Mp inm rm N N mm N NN N N N N N N N N 22 o m m m o M N m p N m N o M m M in m m m N m p Nz N N N N N N M M N g M p 01 r m m 2 N N N N N 9 m E s SII Structures #18549 Bud Design File No. BD -09 -552 Page 27 of 46 q O E I I .i0 m0 I N I o0 Oo 00 00 .a 1 1 ° N IN M I 1 2 1 git PE gP gg 22 gg O g I m I p 0 0 0 0 0 0 0 0 N m l 1 I N I m 0 0 O I N I I I T I I £ O 00 00 rg0 00 00 00 00 00 0;01 O o 0 D b I I N N 0 0 O o O O .;c; 0 0 O 0 0 0 o O 0;c; O 0 0 O O � I i t „ gP n9 � 1°0 I 0 yy N m m ID 10 1 1 I 1 m n N N m O I 1 EF EF FR FE EE FR EE EE EE EE EE EE EE EE EE EE PP PP PP PP 1 I I I I 1 tr q O O o O I I I I P 1 N Ny i O N o T 1 1 1 1 I gg ql' ti. .� ti .1.� .�.1 I I P P to I I O O o o I o o a 1 0 0 0 0 0 0 0 0 ° 0 N u o m r m F W I N 11 ci°�I ; G 0 'N m P u+w rm .i N m 2 N , Nn N.+ N.+ 2 .+2 22 22 P N N.+ N N N.+ NN N N O O n c 5 N ' N m P ' to r m m 0 .+ 0 0 0 0 0 0 0 0 N N N N U G m X 00 0° 00 00 im I °i m I I 1 I I Nm i 2 .+m 2N Nm 12 .. m N b O o 0 0 0 0 O o N I N I I N I m 1 m .n N P g 1 1 1 I 7 IN II IN nm o0 00 00 00 00 00 00 00 00 00 °° oo i o 00 i i I I i N ° o I°u ° P N N e I m m ...+ o o ° ° 2 2 EE i.. i o I+ N i I I I ti P 22 I r..m ° m l n m i Pm I i rr gg rr i i I m i .+ m N i I N N mP H H N N ...+ e m 00 00 0o II 7 o of oo °o o° 00 gg 2g gg 2g mm om '{ '' I I m m ti� I I I I I I 1 1 I I i i I I I I l i SII Structures #18549 Bud Design File No. BD -09 -552 Page 28 of 46 1 1 I 1 I I 1 I N N N N EE FE EE EE EF FE FF FE FF FE FF FE FE EE EE EE EE RF RF 1 1 N "r" j Oj 0 1 I I I I b .+ EE EE O O O O O 1 7 O i O O O O O O 44 m m N m N N 1 I I 1 1 j C c m m 0 - - F `� F 77 I I x � I 7 ? r0 N N 01 77 00 F E I u"i W 00 I I I I I P N N c c N N I I NN 11 EE FF I I b 47 A? ?A 0 F I O I I 1 I I b b m cJ b 10 n cJ 10 m m y 10 W 2 I n N 1 I O I I 24 P4 As' EE EE EE EE EE EE EE EE FE N m m N O EE EE EE 0 . 0 . . 0 0 0 0 . . 0 0 0 O p m p in MN HO m % I I NN NN 1 1 N N N N FW I bN I I "" "" AA Ati tiN 42 NN N.+ NN NN N Nf+ N NA A A2 A AA 0D ON nc utb rm 0 A' 0110 HZ A A A A N N N N N N N N N N m M y N n ° b W r b O 4 2S SA AA Oq N A N I w I b L N N N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z N Z N N 1 7 1 I T b N O N W CL o EE EE EE EE FE ti n " p .� f r r 1 I I 0 j 0 0 00 00 00 N 1 v1 S WA AA WA AA WA AA WA AA AA AA PA gg gg gg Eg gg gg EE EE EE EE Eg O Ai 22 g n M 11 1 1 2f.". b b Q AA 2A I AA AP M m AA 77 °° °° °° °° °° °° 1 1 I I Fr 1 I O 0 0 O O EE b N r b b N r r O m M .Wi O bmb �� 1� bb C W m 0 O EE Y N n n W b 1 F of W I I Ij m W m m v C P Y V N 1 I EE EE EE EE EE Ei EE EE I I m l p l I I I I b I � 1 I � to O EE EE EE FE EE NN n N W a of c NN nN 01 u1C 1 0 n c l TT TT TT I n l N I N I ■ EF FE FE EF EE RE RE RE RE Y2 m.� c O 1ti c o EE vt I� t� n p a m O j O p ~ I 1 1 1 1 ~~ 11 I 0 tw '� 'J '� '� .+ '+ `� p I p EE EE 1 1 F 1 1 1 1 1 N N N N d nN " in 10 N N .-I ..r ., .v .i .� .-1 .i G Z � W .i N m W .i .� .-i .v cJ N N N e� .y .i N N N N N N n n y H N n v 'O b I` m m 1'2 s SII Structures #18549 Bud Design File No. BD -09 -552 Page 29 of 46 00 " 00 00 '1 i e g gL7, NN 00 00 00 0o ' N nn 22 N ti o0 00 00 00 00 00 00 00 0o ii OO o0 00 00 0o ti ac o f 'I I' ip 22 va ° d° ,°o E N i °° o N N ° °° i i °e ; g gg i. i N ry N 1 ' � 77 .. 2 i o 22 77 22 55 EE EE 55 EE EE iE EE EE EE EE EE EE EE 55 55 rl 55 55 '1171 i om T,43 mm mo 1 1 1 ' N N N .. i I NN NN NN NN o ~~ ~~ i o 00 00 00 0o mi im N; 11 iN am SII Structures #18549 Bud Design File No. BD -09 -552 Page 30 of 46 Steel Check Report Project:: 12' x 24' PITTSBURGH GABLE END SHELTER Company: Bud Design & Engineering Ser., Inc. Description: User BMR Date: 07/13/2009 02:03 PM Software: Digital Canal VersaFrame Code Check Results (LRFD) CRITICAL STRESS SUMMARY ID Section Name Status Governing Criteria Stress Load Combination Distance Ratio I TS5x5x.1875 ' .; ` OK : e ft) Axial- Betiding 0.3$60 1,21H- 1.6WAZ +0,5S; ; 0.0000 2 TS5x5x.1875 OK Axial Bending 0.3696 1.2D +1.6WAZ +0.55 0.0000 3 TS5x5x.1875 - OK:.: Axial 0.3860 1.2D+1.6WAZ+0.5S ° "0.0000: 4 TS5x5x.1875 OK Axial- Bending 0.3696 1.2D+1.6WAZ +0.5S 0.0000 5 - TS7x5x,1875 OK Axial Bending. 0.0675 1.2D+1.6S+0,8WAZ 1 6 TS7x5x.1875 OK Axial- Bending 0.0570 1.2D +1.6S +0.8WBX 1.5811 7 TS7x5x.1875 OK ; . Axial - Bending! 0.0675 1 2D +1.6S+0.BWAZ? 1.5811 �z " 8 TS7x5x.1875 OK Axial- Bending 0.0570 1.2D +1.6S +0.8WBX 1.5811 9 TS7x5x,1875;, OK Total Deflection ¥ 0.1969 Total 04 '; - 40.000 10 TS5x5x.25 OK Total Deflection Y 0.5373 Total 01 10.000 11 TS5x5x.25 OK Total Deflection Y 0.9935 Total 01 10.000 12 TS5x5x.25 OK Total Deflection Y 0.6961 Total 04 10.000 13 TS5x5x.25 OK Total Deflection Y 0.3883 Total 04 10.000 14 TS5x5x.1875 OK Axial- Bending 0.0117 1.2D +1.6S +0,8WAZ 0.0000 15 TS5x5x.1875 OK Axial - Bending; 0.0218 12D +1.68+0.8WAZ ; 0.0000 16 TS7x5x.1875 OK Axial- Bending 0.0099 1.2D +1.6S +0.8WAZ 0.0000 17 IS5x5x.1875 - OK. Axial-Bending 0.0178 12D +1.6S+0.8W X` ' : -, 0 18 TS5x5x.1875 OK Axial Bending 0.0097 1.2D +1.6S +0.8WBX 0.0000 19 TSSx5x.1875' OK Axial Bending; 0.0117 12D+1.6S+0.8WAZ ` 2,0000 _ 20 TS5x5x.1875 OK Axial- Bending 0.0218 1.2D +1.6S +0.8WAZ 2.0000 21 TS7x5x.1875' OK Axial Bending 0.0099 1 2D+1.6a+0.8WAZ ' 22 TS5x5x.1875 OK Axial Bending 0.0178 1.2D +1.6S +0.8WBX 2.0000 23 TS5x5x.1875 OK - Axial- Bending 0.0097 121}t3.6S+0.8WBX 2.0000 24 TS7x5x.1875 OK Axial Bending 0.1069 1.2D +1.6S +0.8WAZ 1.5811 25 TS7it5x:1875' xOK; ;,;'' Axial - Bending 0.2825 12D+1.6S+0,8WBX ,' 3.1623 26 TS7x5x.I875 OK Axial Bending 0.1056 1.2D +1.6S +0.8WBX 1.5811 • 27 TS7x5x.1875 OK '' ;Axial - hiding ; .0.2$25 1.2D+1.6S+0.8W137( 3.1623 28 TS7x5x.1875 OK Axial Bending 0.1069 1.2D +1.6S +0.8WAZ 1.5811 29 TS7x5x.1875 OK Axial- Bending 0.2825 1.2D+1.6S+0.8WBX 3.1623 30 TS7x5x.1875 OK Axial Bending 0.1056 1.2D+1.6S +0.8WBX 1.5811 31 TS7x5x.1875- '' ,..OK: Axial-Bending : . 0.2825 - ;l .2D +1.6S+0.8W8X. ; 3.1623 SELECTED LOAD COMBINATIONS Load Combination , Check Total Live Dependent Conditional l 4D x 1.2D +1.6S +0.8WAZ x 1.2D+1,6S+0.8WBZ ?' , x 1.2D +1.6S +0.8 WAX x 1.2D+l .6S+0,8WBX " x 1.2D +1.6WAZ +0.5S x 1.2D+1.6WBZ+0.5S x - - 1.2D +1.6WAX+0.5S x 12D +1.6W13X+0,5S x 0.9D +1.6WAZ x 09D+1,6WBZ x - 0.9D +1.6WAX x 09D+1.6WBX x Total 01 Total02 x - - Total 03 "fatal 04 x SII Structures #18549 Bud Design File No. BD -09 -552 Page 31 of 46 IC & M Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B 1 Grand Blanc, MI 48439 I Ph: 810.695.0793 I Fax: 810.695.0569 1 www.buddesign.com Connection Design SII Structures #18549 Bud Design File No. BD-09 -552 Page 32 of 46 Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite 8 1 Grand Blanc, MI 48439 1 Ph: 810.695.0793 I Fax: 810.695.0569 I www.buddesign.com Connection (S1) - RF1 to CR1 Member End Results: Fx (Axial) Fy (Major Shear) Fz (Minor Shear) Mx (Torsion) My (Minor Moment) Mz (Major Moment) 'Combination 1: -534 lbs. 855 lbs. 1274 lbs. 521 lb-ft 3439 lb-ft 5551 Combination 2: -603 lbs. 917 lbs. -1270 lbs. -337 lb-ft -3424 lb-ft 5261 lb- lb-ft ft tp [t # of Bottom Bolts: 1 Bolt d = 5.000 in. plate width # of Top Bolts: 1 Bolt d = 7.378 in. plate depth Min. Bolt Diameter: 0.50 in t = 0.50 in. plate thickness F = 46000 psi beam Weld = 0.188 in. F = 36000 psi plate E = 1.5 in. Member Pitch = 18.43 degrees D = 1.5 in. d� = 5.8 in. Member Size: D = 7.000 in. Wm = 5.000 In. t = 0.188 in. (i) = 13243 lbs/Bolt (tension) Bolt Size: 0.50 in. O = 4747 lbs/Bolt (shear) P„f = 8762 lbs combination 1: Tb = 11185 lbs/Bolt (actual bolt tension) P = 8254 Ibs combination 2: Tb = 10537 lbs/Bolt (actual bolt tension) Bolt Design: combination 1: db,reqd = 4M•, rrOF db,reqd = 0.46 < 0.500 dia OK nmin = R 0.32 Bolts < 1 Bolts OK combination 2: db,reqd = — \ . / 4 M i�F�d db,reqd = 0.45 < 0.500 dia OK nmin = RAr = 0.33 Bolts < 1 Bolts OK SII Structures #18549 Bud Design File No. BD -09 -552 Page 33 of 46 End Plate Design: Check End Plate Thickness s= 2.50 in. pf = 1.30 in. Y = 25.66 in. P = lnd /4 = 176581bs (Wm = (14 = 153082 in-lb tp regd = — t / 1.11Yr(4Wnp) V Ob = 0.50 in < 0.50 in OK Check Shear yealding: combination 1: 4 Rn = 2 x 4(0.6F 979781bs > 15341bs OK combination 2: 4 Rn = 2 x 4(0.6F = 979781bs > 15671bs OK Check Fillet Welds: (sidewall to end plate) Dmin = 0.9F x 1.392L) 0.42 sixteenths -> 1/16 inch weld OK combination 1: Dmin = Ru /(2x1.392L) = 0.08 sixteenths -> 1/16 inch weld OK (top and bottom wall to end plate) Dmin = P = 1.26 sixteenths -> 2/16 inch weld OK combination 2: Dmin = R = 0.08 sixteenths -> 1/16 inch weld OK (top and bottom wall to end plate) Dmin = P = 1.19 sixteenths -> 2/16 inch weld OK SII Structures #18549 Bud Design File No. BD -09 -552 Page 34 of 46 . ` - I V Bud � DeuQn Engineering Services, Inc. . /nnsS. Saginaw St. Suite o| Grand Blanc. wx4u4a | Ph: m/0.msu793| Fax: a/ummz5x |wwmw.uvddeuo"cnm Connection (S1)~RB10o CR1 Member End Results: Combination p:Vw/oV pv(m�»'o»eo� pz(Mm Shear) (Minor Mx (Torsion) My (Minor mmmenV mz(m�v | m n 1 � ) -2548 lbs. 1633 lbs. 0 lbs o/�� o|*� 3491 /�� |com"uuonu: � �m1u|ux] 1mm/»u 0 o|*n o�� / | 2765 lb-ft fp ' 0 �� _______- | — |-- - ut:1 Ti 1-5 | E / TUBE | � ! o 0BE�TEB'x�E^»BER /��R|mG| TUBE STEElkxBw8ER ____ __ �� (ft ::::J r ________ #of Bottom Bolts�1�� Bolts: o°=5.UOOin. plate width #ofTop Bolts: 1 Bolt d = 7.000 in. plate depth Bolt Diameter: 0.50 in t = 0.50 in. plate thickness F . = 46000 psi beam Weld = 0.188 in. F.=36OOOpsi plate E = 1.5 in. D= 1.5in. d = 5.4 in. Member Size: D = 7.000 in. W = 5.000 in. t=O.188in. ""= 13243|bs/8ult (tension) Bolt Size: 0.5Oin. O = 4747|bs/Bob Puf = 4711 |bn combination 1: Tb = 6099 Ibs/Bolt (actual bolt tension) p = 3734 � combination 2: Tb = 4834|bs/8o|t (actual bolt tension) Bolt Design: m �m nauvn1: db,reqd = _- n0)F o»pequ 0.34 < 0.500 dia OK nmm=mp/@rp = 0.34 Bolts < 1 Bolts OK combination 2: Vu.mvo= --�UV �� n(OF,d, do.=mo 0.30 < 0.5OOdie OK nm,=R = 0.27 Bolts < 1 Bolts OK ax Structures #1nowo Bud Design File No. BD-09-552 Page 35 of 46 • End Plate Design: Check End Plate Thickness s = 2.50 in. pf = 1.31 in. Y = 23.95 in. P = zrdb / = 176581bs OM = O[2P = 143193 in-lb tp, reyd = ^ 1 . 11 YAMnp) V 1b F py Y = 0.50 in < 0.50 in. OK Check Shear yealding: combination 1: 4 = 2 x 4(0.6F 97978 Ibs > 1633 Ibs OK combination 2: 4 = 2 x 4(0.6F 97978 Ibs > 1290 Ibs OK Check Fillet Welds: (sidewall to end plate) Dmin = 0.9F x 1.392L) 0.42 sixteenths -> 1/16 inch weld OK combination 1: D = R = 0.09 sixteenths -> 1/16 inch weld OK (top and bottom wall to end plate) D = P = 0.68 sixteenths -> 1/16 inch weld OK combination 2: Dmin = Ru/(2x1.392L) = 0.07 sixteenths -> 1/16 inch weld OK (top and bottom wall to end plate) Dmin = P = 0.54 sixteenths -> 1/16 inch weld OK Sil Structures #18549 Bud Design File No. BD -09 -552 Page 36 of 46 Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B ( Grand Blanc, MI 48439 1 Ph: 810.695.0793 i Fax: 810.695.0569 1 www.buddesign.com Connection (S2) - P1 to RF1 Member End Results: Fx (Axial) Fy (Major Shear) Fz (Minor Shear) Mx (Torsion) My (Minor Moment) Mz (Major Moment) !Combination -590 0 lb -ft Combination 2: 767 lbs. 2138 lbs. -184 lbs. 0 lb-ft 0 lb-ft 0 lb-ft Plate Thickness = 0.19 in. Member Width = 5.00 in. Member Depth = 7.00 in. Bolt Diameter = 0.75 in. #of Bolts =2 Weld Size = 0.1875 in. Purlin Angle = 0.00 degrees TUBE PLAIN I i BE PURu, Check Bolt: ti combination 1: Total Shear = 681.3 lbs. Try: (2) 0.75 in. diameter bolts Allowable V = 31792.5 lbs. > 681.3 lbs. = 771 psi OK ft = 0 psi Limiting Tesion Stress Oft = 86882 psi Combined Shear & Tension 86882 psi > 0 psi OK combination 2: Total Shear = 2145.5 lbs. Try: (2) 0.75 in. diameter bolts Allowable V = 31792.5 lbs. > 2145.5 lbs. f„ = 2429 psi OK ft = 869 psi Limiting Tesion Stress Oft = 85017 psi Combined Shear & Tension 85017 psi > 869 psi Check Weld: OK 0.188 in. Fillet Weld combination 1: Effective throat thickness = 0.13 in Capacity of Weld = 4.18 k/in Total Capacity = 100.22 kips 100217 Ibs. > 681 Ibs. combination 2: Effective throat thickness = 0.13 in OK Capacity of Weld = 4.18 k/in Total Capacity = 100.22 kips 1002171bs. > 29131bs. OK SII Structures #18549 Bud Design File No. BD -09 -552 Page 37 of 46 Check Plate: A = 1.31 Aei = 0.87 Ae2 = 0.81 combination 1: Pu = cl) = 42525.0 lbs. > 681.3 lbs. OK P = 4 = 32660.2 Ibs. > 681.3 Ibs. OK 30434.3 lbs. > 681.3 Ibs. OK combination 2: Pu = 4tFyAg = 42525.0 Ibs. > 2145.5 Ibs. OK P = OtFuAe = 32660.2 Ibs. > 2145.5 Ibs. OK 30434.3 Ibs. > 2145.5 Ibs. OK SII Structures #18549 Bud Design File No. BD -09 -552 Page 38 of 46 11 * Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite 8 1 Grand Blanc. MI 48439 1 Ph: 810.695.0793 1 Fax: 810.695.0569 1 www.buctdesign.cam Connection (S3) - C1 to RF1 Member End Results: Fx (Axial) Fy (Major Shear) Fz (Minor Shear) Mx (Torsion) My (Minor Moment) Mz (Major Moment) Combination 1: lbs. 1 lbs. 816 lbs. 117 Ib-ft Olb -ft Olb -ft Combination 2: 1378 lbs. 0 lbs. -10 lbs. 60 lb-ft 0 lb-ft 0lb -ft Plate Thickness = 0.19 in. Member Width = 5.00 in. �� Member Depth = 5.00 in. • -~ 't,.N Bolt Diameter = 0.75 in bs y' # of Bolts = 2 Weld Size = 0.19 in. Angle = 18.43 degrees _. ........... - ..- O TUBE. Check Bolt: COLUMN unr 0 combination 1: Total Shear = 816.2 lbs. Try: (2) 0.75 in. diameter bolts Allowable V = 31792.5 lbs. > 816.2 lbs. f„ = 924 psi OK f 0 psi Limiting Tesion Stress Oft = 86710 psi Combined Shear & Tension 86710 psi > 0 psi OK combination 2: Total Shear = 10.2 lbs. Try: (2) 0.75 in. diameter bolts Allowable V = 31792.5 lbs. > 10.2 lbs. f„ = 12 psi OK ft = 1560 psi Limiting Tesion Stress eft = 87737 psi Combined Shear & Tension 87737 psi > 1560 psi Check Weld: OK 0.188 in. Fillet Weld combination 1: Effective throat thickness = 0.13 in Capacity of Weld = 4.18 k/in Total Capacity = 83.51 kips 83514 lbs. > 816 Ibs. combination 2: Effective throat thickness = 0.13 in OK Capacity of Weld = 4.18 k/in Total Capacity = 83.51 kips 83514lbs. > 1388 lbs. OK SII Structures #18549 Bud Design File No. BD -09 -552 Page 39 of 46 Check Plate: A = 0.99 A = 0.71 combination 1: Pu = 4 = 32017.1 Ibs. > 816.2 Ibs. OK P = 4)tFuAe = 26510.0 Ibs. > 816.2 lbs. OK combination 2: Pu = 4 = 32017.1 lbs. > 10.2 Ibs. OK = 4tFuAe = 26510.0 lbs. > 10.2 Ibs. OK SII Structures #18549 Bud Design File No. BD -09 -552 Page 40 of 46 Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B 1 Grand Blanc, MI 48439 I Ph: 810.695.0793 I Fax: 810.695.0569 1 www.buddesign.com Footing Design SII Structures #18549 Bud Design File No. BD -09 -552 Page 41 of 46 • 1 :: & ::1 Bud Design & Engineering Services, Inc. 10775 5. Saginaw Si. Suite 8 1 Grand Blanc. MI 48439 I Ph: 810.695.0793 1 fax: 810.695.0569 I www.buddesign.com DRILLED SHAFT FOUNDATION DESIGN WITHOUT GROUND SURFACE CONSTRAINT Rx [Ib] Ry [Ib] Rz [Ib] Rox [lb -ft] Roy [Ib -ft] Roz [Ib -ft] Combination 1: -0.694 4765.32 456.336 3506.048 124.113 5.895 max vertical Combination 2: -0.001 - 1651.179 775.084 6345.455 1.30 0.007 max uplift Combination 3: -0.647 1431.459 991.666 7683.543 116.695 5.498 max overturning Foundation Dimensions: Ro Diameter, W = 2.50 ft Depth, D = 4.50 ft Soil Conditions: gis Allowable Soil Bearing Pressure, Bf = 2000.00 psf -- Allowable Lateral Soil Bearing Pressure L = 150.00 pcf rill I i Foundation Properties: RAM l 3000 psi Number of Vertical Reinforcement Bars = ( HORIZDMAL11 =< . Vertical Reinforcement Bar Size = #5 Horizontal Tie Size = #4 E 0 Horizontal Tie Spacing = 1 8 in. o.c. 111111- ' __. f = 60000 psi �I ' Ground Surface Constraint (0 =No / 1 =Yes) = 0 z Y Bearing Pressure Analysis: Area of Footing, Af = 1tW /4 = 4.91 sq. ft. Actual Bearing Pressure, B = (P / A *1000 = 970.78 psf 3' MIN. MK- Allowable Soil Bearing Pressure Exceeds Actual Soil Bearing Pressure - OK Uplift Analysis: Factored Wind Uplift Load = ((Pp *1.5) *1000) = 2476.77 lbs. Weight of Footing, W = 3202.95 lbs. Weight of Footing Exceeds Factured Wind Uplift Load - OK Foundation Lateral / Overturning Analysis (Nonconstrained): Allowable Lateral Pressure, S1 = (Lpa *D *1 /3) = 450.00 pcf Equivalent Column Height, h = MN = 0.00 ft Nonconstrained Factor, A = (2.34V)/(S1 *W) = 0.95 ft Embedment Depth, d = (A/2)(1 +(1 +(4.36h)/A)M/2 = 0.95 ft Comb - 1 Footing Depth Exceeds Embedment Depth - OK Allowable Lateral Pressure, S1 = (Lpa *D *1 /3) = 450.00 pcf Equivalent Column Height, h = MN = 5.68 ft Nonconstrained Factor, A = (2.34V)/(S1 *W) = 1.61 ft Embedment Depth, d = (A/2)(1 +(1 +(4.36h)/A)M/2 = 4.07 ft Comb -2 Footing Depth Exceeds Embedment Depth - OK Allowable Lateral Pressure, S1 = (Lpa *D *1 /3) = 450.00 pcf Equivalent Column Height, h = MN = 1.91 ft Nonconstrained Factor, A = (2.34V)/(S1 *W) = 2.06 ft Embedment Depth, d = (A/2)(1 +(1 +(4.36h)/A) = 3.34 ft Comb -3 Footing Depth Exceeds Embedment Depth - OK Steel Reinforcement Analysis: Minimum Required Reinforcment, A - = 1.27 inA2 Actual Reinforcement, As.act = 1.53 inA2 Actual Reinforcement Exceeds Minimum Required Reinforcement - OK Use: 2.5 Ft. Diameter x 4.5 Ft. Deep Concrete Footing. w/ 5 No. 5 Bars Vertical and No. 4 Ties at 8 Inches O.C. SII Structures #18549 Bud Design File No. 8D -09 -552 Page 42 of 46 4 Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite 8 I Grand Blanc. MI 48439 I Ph: 810.695.0793 1 Fox: 810.695.0569 ( www,buddesign.com BASE PLATE DESIGN: D. Column and Base Plate Perameters: P o Column Width, D = 5.00 in. Plate Length, L = 11.00 in. Plate Thickness, t = 0.750 in. Bolt Diameter, d = 0.75 in. Bolt Spacing, C = 8.00 in. P„ Bolt Embedment, E = 11.00 in. M Applied Forces: Max Axial, P do = 4.77 kips Max Shear, V = 0.99 kips _„ Moment, M = 7.68 kip -ft Uplift, P = 1.65 kips Bolts: 111 j F„ =58ksi d ~ or F y = 36ksi Area, A = 0.44 in ^2 Bolt Shear Van = 4AbF * ( # of bolts ) 17.49 kips 17.49 > 0.99 OK V = 17.49 kips Bolt Tension: combination 1: e = 8.83 in. combination 2: e = 0.00 in. combination 3: e = 64.41 in. Petl = d)AbFu * ( # of bolts ) 28.81 kips combination 1: 28.81 > 4.64 kips OK combination 2: 28.81 > 12.13 kips OK combination 3: 28.81 > 13.63 kips OK Ns = 57.62 kips Chack Plate: critical section = 3.13 in. combination 1: M pI = 0.69 in.- kips /in tp = 0.39 in. OK combination 2: M pI = 1.79 in.- kips /in t = 0.63 in. OK combination 3: imp= 2.01 in.- kips /in t = 0.67 in. OK Minimum Embeddedment = 9.00 in. OK Use: 11 in. x 11 in. x 0.75 in. thick baseplate with (4) 0.75 in. dia. x 13 in. anchor bolts with 8 in. bolt spacing SII Structures #18549 Bud Design File No. BD -09 -552 Page43of46 L eF Bud Design & Engineering Services, Inc. 10775 S. Saginaw Si. Suite 8 1 Grand Blanc, MI 48439 I Ph: 810.695.0793 I Fax: 810.695.0569 l www.buddesign.com Concrete Failure Analysis: Concrete Breakout Strength, Tension: Cmin = 11 in Ncbg = (An/Ano) y' 1 1 1 2 12 1'3 Nb Edge Distance = 11 in ,, Embedment, he = 11.00 in y' 1 = 1.00 AN = 1681 i 4/2= 0.90 A = 1089 i V'3 = 1.00 nA = 2178 in2 k = 24 A = 412.5 in2 Nb = 7939.92 Avo = 544.5 in fc = 3000.00 psi nAvo = 2178 in2 Ncbg = 44.12 kips Concrete Break out Strength, Shear: Pullout Strength, Tension: V cbg = (Av1Avo) 1 Y' 6 Y' 7 Vb Npn = Y' 4 N p 1/1 = 1.00 N = 10598 16 = 0.90 'ct4 = 1.00 1 = 1.00 N = 42.39 kips Vb = 18361 V = 12.52 kips Pryout Strength, Shear: N 57.62 V = 17.49 Vcp = N N cbg = 44.12 V cbg = 12.52 N = 42.39 V = 22.06 Nth = 11.03 kips k = 2 V = 22.06 kips Interactive Equation: V < N„ + yun < 1.2 4Nn 0.43 < 1.2 OK SI I Structures #18549 Bud Design File No. BD -09 -552 Page 44 of 46 Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B 1 Grand Blanc, MI 48439 1 Ph: 810.695.0793 1 Fax: 810.695.0569 1 www.buddesign.com Roof Panel Data SII Structures #18549 Bud Design File No. BD-09 -552 Page 45 of 46 • t c �2, 1 A.L CORPORATE OFFICE • P.O. BOX 1148 • SHREVEPORT, LA 71163-1148 • (318) 747 -6000 * FAX (316) 747.8025 ' tE CH .1 CAL BiJU.E'fHI -- - - 07-233-06 0. Issue Date : June 1, 2006 No No 0 --- - - Multi -Rib ) I 7 11. I 36' COVERAGE SECTION PROPERTIES TOP IN COMPRESSION BOTTOM IN COMPRESSION FY WEIGHT V Pa_and Pint Ix S. Ma Ix S Ma GAUGE (KSI) (PSF) kip /ft. Ibs /ft. Ibs /ft. (in. /ft.) (in. kip- in. /ft. (in. /ft.) (in 3 /ft.) kip- in. /ft. 24 80.0 1.14 1.0863 268.00 452.99 0.0510 0.0559 2.0100 0.0317 0.0521 1.8700 1. Section properties are calculated in accordance with the 2001 AISI North 4. Ix is for deflection determination. American Specification for the Design of Cold- Formed Steel Structural Members. 5. Se is for bending. 2. Va is the allowable shear. 6. Ma is the allowable bending moment. 3. Pa is the allowable load for web crippling on end & interior supports. 7. All values are for one foot of panel width. Allowable Uniform Loads (PSF) Span in Feet Span Type Load Type 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 7.00 7.50 8.00 8.50 9.00 Positive Wind 595 335 214 148 109 83 66 53 44 37 31 27 23 20 18 16 Negative Wind 554 311 199 138 101 77 61 49 41 34 29 25 22 19 17 15 Single Live 595 335 214 148 109 83 66 53 44 37 31 27 23 20 18 16 Deflection(L /180) 1320 557 285 165 103 69 48 35 26 20 16 12 10 8 7 6 Deflection (U240) 990 417 213 123 77 52 36 26 20 15 12 9 7 6 5 4 Positive Wind 499 293 191 134 99 76 60 49 40 34 29 25 22 19 17 15 Negative Wind 529 312 204 144 106 82 65 52 43 36 31 27 23 20 18 16 2 Span Live 499 293 191 134 99 76 60 49 40 34 29 25 22 19 17 15 Deflection(L/180) 2579 1088 557 322 203 136 95 69 52 40 31 25 20 17 14 11 Deflection(U240) 1934 816 417 241 152 102 71 52 39 30 23 19 15 12 10 8 Positive Wind 600 357 235 166 123 95 75 61 50 42 36 31 27 24 21 19 Negative Wind 633 380 251 177 132 101 81 65 54 45 39 33 29 25 23 20 3 Span Live 600 357 235 166 123 95 75 61 50 42 36 - 31 27 24 21 19 Deflection(U180) 2020 852 436 252 159 106 74 54 40 31 24 19 16 13 11 9 Deflection (U240) 1515 639 327 189 119 79 56 40 30 23 18 14 12 9 8 7 Positive Wind 568 336 221 155 115 89 70 57 47 40 34 29 25 22 20 17 Negative Wind 600 358 236 166 123 95 75 61 51 42 36 31 27 24 21 19 4 Span Live 568 336 221 155 115 89 70 57 47 40 34 29 25 22 20 17 Deflection(U180) 2145 905 463 268 168 113 79 57 43 33 26 21 17 14 11 9 Deflection(U240) 1608 678 347 201 126 84 59 43 32 25 19 15 12 10 8 7 Notes: 1. Allowable uniform loads are based upon equal span lengths. 2. Positive Wind is wind pressure and is NOT increased by 331/3 %. 3. Negative Wind is wind suction or uplift and is NOT increased by 33 1/3%. 4. Live is the allowable live or snow load. 5. Deflection (L/180) is the allowable load that limits the panel's deflection to L /180 while under positive or live load. 6. Deflection (L/240) Is the allowable load that limits the panel's deflection to L/240 while under positive or live load. 7. The weight of the panel has NOT been deducted from the allowable loads. 8. Positive Wind, Negative Wind, and Live Load values are limited to combined shear & bending using Eq. C3.3.1 -1 of the AISI Specification. 9. Positive Wind and Live Load values are limited by web crippling using a bearing length of 2'. 10. Web crippling values are determined using a ratio of the uniform load actually supported by the top flanges of the section. CORPORATE OFFICE SHREVEPORT, LOUISIANA MIDWEST DIVISION « CLINTON, IL SOUTHEAS • !SION • ,}' , TREE CITY, GA WESTERN DIVISION • ADELANTO, CA P1£ F 1 M AST DIVISION • 1 V1 Ji HESTEFl. VA SOU • • • r it 1- i • 1 CITY, LA BLUEGRASS olvistON • L.EWI.SPORT KY g� � ALL, MI TEXAS DIVISION • IE#3EL, TX CxFIE g • r age ' • o 46 ?CY P-- Gwezi.lc- - J - . 0 8 SCI Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B I Grand Blanc, MI 48439 I Ph: 810.695.0793 I Fax: 810.695.0569 1 www.buddesign.com June 6, 2008 Litchfield #17346 20'x24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Subject: Epoxy Anchor Specifiation It has been brought to our attention that epoxy anchors are to be used instead of cast - in -place anchors for the above referenced project. It is our recommendation to use (2) 3/4 x 6 -5/8 Hilti HVU Adhesive Capsules and a 3/4" diameter HAS -E threaded rod with a minimum embedment length of 13 1/4" for each location. According to the technical data provided by Hilti, this specified anchor has a tensile capacity of 15,220 lbs. and a shear capacity of 34,700 lbs. when used in normal weight concrete with a compressive strength of 2,000 psi. This exceeds the actual tensile Toad of 10,900 lbs. and shear load of 445 lbs. acting upon each bolt for this specific building. The holes for the epoxy anchors should be drilled using a 7/8" diameter carbide bit. Please follow all installation instructions provided by Hilti. Attached is the allowable loads table provided by Hilti. Please contact us if you require any additional information. Sincerely, Jason M. Conn, P.E. CH , 1 AND CO NDITIONS. ANCE IL E C OP REVIEWD BY 1 L /o J y i ADDRESS , 7e9 A , vic.-6' BUILDING PERMIT NUMBER ///j INSPECTIONS: FOOTING UNDER SLAB PLUMBING / 2 9-- L, -e.- SLAB /9-" -971- FRAMING 'S` " Ch COVER -UP 5-.tLa -9 4 INSULATION - - 6 FINAL BUILDING 4 i CERTIFICATE OF OCCUPANCY �'' " f 7 7 - -(1/6:- -- ELECTRICAL PERMIT # `//L/J T ,O_ / //V INSPECTIONS ROUGH - a - �-i'� FINAL 5 9-Q MECHANICAL PERMIT # / 1 4 PLUMBING PERMIT # /// NOTES: (_Ot ��4, 4' ,2 .... o .o o... e.o o. o eoo ao.o° o�eao...°o oe..°...o �aoo 000 . ° ° °�oaooa ° °. ° °�aa ° ° °.o °o.00.0 r � ��—\ �" \ s \ . '�7 /\ t� J o „ • /// `■it�►i L C , I� / l 1 i i= 000aoo.o�° , ooe�a o0 0000 00° 1 A la \„0 , artiftrate of ®tcupanc � I�� o (itg of ri (� I � o Atlantic liens — .1lortha , , ° 13tpartmrnt of i utlhtng Jnopettton !1 ° \,4:::,, ? This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard 'I j c ° sr-- Building Code certifying that at the time of issuance this structure was in compliance with the j = I c L„ e ` various ordinances regulating building construction or use. For the following. _I V IC ° .� e,74I Use Classification Community Recreation Center stag. Permit No. 11127 - !\� . � = Group W. frame i_ fk Type Construction Fire District Atlantic Beach ', 1 = . owner of Buil C of Atlantic Bf �bts 800 Seminole Road I = r L J Bui .ing Address Geo; _e Street Locality Atlantic Beach, FL 3 ° \ 4 1 I�I . By: DON C. FORD I r t 1 1 . Building Offici I Date: J U LY 17, 1996 ` i� I o � _ 4 A o , ° P OST A CONSPICUOUS PLACE d r (! o,,,1a, I,o C _ _ °. ° °e.000eo ono °° .°° oo.° 00000eo° ne., aoo�oo�000., ��„ �o��00000 " CITY OF riletagtee Vega - 96,iida. 800 SEMINOLE ROAD j1 - - - - -- ATLANTIC BEACH, FLORIDA 32233 5445 TELEPHONE (904) 247 - 5800 FAX (904) 247 -5805 ��►.� SUNCOM 852 -5800 July 17, 1996 Custom Construction by Harris P. O. Box 40126 Jacksonville, FL 32203 Attention: Bob Harris Dear Bob: We have accepted the new Donner Community Center building at 2072 George Street for occupancy by the City. The Certificate of Occupancy is dated July 17, 1996. This date of acceptance is the start of the one -year warranty period on the building. It has been a pleasure working with your company on this project and we hope you will participate in bidding of future City projects. Sincerely, (lc Don C. Ford Building Official DCF /pah cc: City Manager CUSTOM CONSTRUCTION BY HARRIS. INC. P. O. Box 40126 Jacksonville, FL 32703- -0126 904 353 -5623 FAX 904 354 -3022 APPLICATION FOR PAYMENT NO. 6.. INVOICE: NO. 95-07 Project: DONNER PARK COMMUNITY CENTER Orginiai Contract Amount $ 182,287.00 Net. change Orders 4 000.00 Total Revised Contract 4 182,287.00 1. Value of orginal contract work performed.to date 4 1.82.287.00 2. Extra work perforated to date 4 0.00 3. Add: Materials stored at closed of this period $ 0.00 4. Total Value of work performed to date $ 182,287.00 5. Less: Amount retained __ $ 10,000.00 6. Net amount earned on contract to date $ 172,287.00 7. Less: Amount of previous payments $ 139.940.00 8. Balance due this payment 4 32.347.00 I certify that all items and amounts shown on the face of this Periodical Estimate are correct: that ail work has been performed and /or materials supplied in full accordance with the terms and conditions of the contract between the city of Atlantic Beach in Florida and Custom Construction b,y Harris. Incorporated: that the items for which payment is requested have not l r. ri id and that the are no) Venders. Mechanics, or other liens or rights to lieu or Condit on .a1es contracts which shall be satisfied or disc to gel 1' r s 1 paym as made. 13,: r Title: c _. .)U_ -.t' - ______ ma p R NTHB o JAN 6 1 56 88888888888888 8 o ddddddddc;1i11 e c Z �jj ��ji 1 N 6 - p 888'888'8888888888888 r F- d d d d d d d d d d d d d d d d d d o d d d d d d d d d d d _` O tux. 3 g a 888 88888888888 b " II a 4; 111I41111011111111Mi! a Z 0 7 -t if mu- z 8 8` z ill 41A W d d 0 0 pg JP' y P ht O 0 i Q s 88888888888888888888888 8 i m IL w5 f- Q Iddddlilddddddgddgdddtg • g o Z mg �W d O a: mcca. 111g01111111110-1111 88 8 8 8 8 8888 8 8 8 8 8 8 8 8 8 8 888 888 8 S Q 3 �1 (co a u 88888888888888888888888 8 (21 1M01111011/111111§W 14 Z a , ( W 0 A G Y a 111 2 m Y ft o W 0 z . I f N Z= 2 0 0 \ , q ii ._ 1(4 �Q O � W W j ug 8 Sm a = d -i¢ m 4 1- za 2 r- N t7 a 10 W h CO m O , - N N I 't 13 O r. Co W N &1 N N a N N 8 IT DONNER PARK COMMUNITY CENTER PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, CUSTOM CONSTRUCTION BY EIARRIS in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and/or materials furnished in, lo, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until MAY 30, 1996 (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ witness whereof, I /we have executed this instrument under this 30'E'E1 day of MAY 1996. ate of F `�ida I I Yt. _GUST CONSTRUCT EO Compa y Nan\ YLlAtu k A011=57205 EXPIRES — �� ED TNRU TROY FAIN INSURANCE. INC. SignaTirre and Title CUSTOM CONSTRUCTION BY HARRIS, INC. P. O. Box 40126 Jacksonville, FL 32203 -0126 904 353 -5623 FAX 904 354 -3022 APPLICATION FOR PAYMENT NO. 6 INVOICE NO. 95 -07 Project: DONNER PARK COMMUNITY CENTER Orginial Contract Amount $ 182,287.00 Net change Orders $ 000.00 Total Revised Contract $ 182,287.00 1. Value of orginal contract work performed.to date $ 182,287.00 2. Extra work performed to date $ 0.00 3. Add: Materials stored at closed of this period $ 0.00 4. Total Value of work performed to date $ 182,287.00 5. Less: Amount retained _ $ 10,000.00 6. Net amount earned on contract to date $ 172,287.00 7. Less: Amount of previous payments $ 139,940.00 8. Balance due this payment $ 32,347.00 I certify that all items and amounts shown on the face of this Periodical Estimate are correct; that all work has been performed and /or materials supplied in full accordance with the terms and conditions of the contract between the city of Atlantic Beach in Florida and Custom Construction by Harris, Incorporated; that the items for which payment is requested have not • - ..id and that the are not Venders, Mechanics, or other liens or rights to lie s or ondi ,o . ales contracts which shall be satisfied or dis age. for �� . • _pag�ngp made. _ vim G1" ♦ '� . Title: 'fiT iVIVIVI'-' 6 19.• CUSTOM CONSTRUCTION BY HARRIS. INC. P. 0. Box 40126 J a c k s o n v i l l e , FL 32203 -0126 904 353 -5623 FAX 904 354 -3022 APPLICATION FOR PAYMENT NO. 6 INVOICE NO. 95- -07 Project: DONNER. PARK COMMUNITY CENTER Org.inial Contract Amount $ 182.287.00 Net change Orders $ 00(1.00 Total Revised Contract $ 182,287.00 1. Value of orginal contract work performed. to date $ 182,287.00 2. Extra work performed to date $ 0.00 3. Add: Materials stored at closed of this period $ 0.00 4. Total Value of work performed to date $ 182.287.00 5. Less: Amount retained _,. $ 1.0.000.00 6. Net amount earned on contract to date $ 172,287.00 7. Less: Amount of previous payments $ 139, 940.00 8. Balance due this payment $ 32,347.011 I certify that all items and amounts shown on the face of this Periodical Estimate are correct: that all work has been performed and /or materials supplied in full accordance with the terms and conditions of the contract between the city of Atlantic Beach in Florida and Custom Construction by Harris. Incorporated: that the items for which payment is requested have no , j)e - t` id and that the are not Venders. Mechanics, or other 1 iens or rights to liers or p ondit ona -l- ,ales contracts which shall be satisfied or disc a•Re1 f r .'.r paymen made. 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DONNER PARK COMMUNITY CENTER PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, CUSTOM CONSTRUCTION BY HARRIS in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part. thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until MAY 30, 1996 (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ 29,547.00 _ In witness whereof, 1 /we have executed this instrument under seal this ,30T11 of MAY__ , 1996 . Notary State o F' rida WI.. ' 4 / �- F • CiJST CONS'T'RUCT IO Compa y Nan - My Commis YS BxMni res: I 4104, MY COMMISSION N CC287206 EXPIRES 1 , f ..... • soon rim TROY FAIN INSURANCE, INC. S i g n a t u r e and Title .p CUSTOM CONSTRUCTION BY HARRIS. INC. P. O. Box 40126 Jacksonville, F1, 32203 -0126 904 353 -5623 FAX 904 354 -3022 APPLICATION FOR PAYMENT Nt). 6_ INVOICE NO. 95-07 Project: DONNER. PARK COMMUNITY CENTER Orginia.l Contract. Amount $ 182,287.00 Net change Orders $ 000.00 Total Revised Contract $ 182,287.00 1. Value of orginal contract work performed. to date $ 182,287.00 2. Extra work performed to date $ 0.00 3. Add: Materials stored at closed of this period $ 0.00 4. Total. Value of work performed to date $ 182,287.00 5. Less: Amount retained __ $ 10.000.00 6. Net amount earned on contract to date $ 172,287.00 7. Less: Amount of previous payments $ 139.940.00 8. Balance due this payment $ 32.347.00 1 certify that all items and amounts shown on the face of this Periodical Estimate are correct: that all work has been performed and /or materials supplied in full accordance with the terms and conditions of the contract between the city of Atlantic Beach in Florida and Custom Construction by Harris. Incorporated: that the items for which payment is requested have not -'1T . •id and that the are not Venders. Mechanics, or other liens or rights to liens or pandit on -- __dales contracts which shall be satisfied or discIa' gel f r i � paymen made. B ck . — • O A; tt Title: c --e. _ p 'P r �p R N I T C au OF MA BUILDING OFFICE -. UN 0 19' • m N Q U U W N U O e m 'J 01 01 A W N -` O 0 00 V OI 01 A W N ... C 0 Z g D x Q Z * g c Q l m° t m 3 p A p v 684..„2 A I 8 O Z 0D 7, , mmm m ti. li 5 m .� mm 0 co' p Z'Z �1. co N - D c 11 A 13 M °I ; X ................. n • ` , i J flflgflfl Mr 8 8888888888 -I v o 31 1 1 1111 fillii0111i0iiii 1 1 g Z 8 8 8888888888888888888 v 71 v P O Z 3 c m -1 N �� Z � � 1c ;+ $ 4 P/S P O P P P P P P P P P I P P P P P P I * 3 Si 8 8888888888888888888888 -9 D 0 C 00 -4 • r O 0 - 1 < Z J m2 F Ol �� P P o m m $ 8 8 -+ r 33 N n i C -4 A r 1 i i i .$J $ $ 13 0." ti XI � 1PPPPPPa 11111111 illO r r � 8888888888888888888888888888 I ? Z • m S o x m - - - - P PPP P P P P P P P P P P P P P P P P P P P P P P P P P P - I m 888888888888888888888888888888 0 3) .-. CI 0 P P 0/ 1/ 0 P 0 0 0 P P P P P P P P m 9 8 8888888888888888888888 CITY OF J &ae - isoireetet 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 _- - - TELEPHONE (904) 247 -5800 FAX (904) 247 -5805 June , 96 Michael Dunlap One Independent Square #3302 Jacksonville, FL 32202 Re: Change Order #1 - Donner Community Center Dear Mr. Dunlap: Please submit all pertinent information regarding Change Order #1 for the Donner Community Center before 12:00 on Wednesday, June 19, 1996. These items must be in by this time to ensure being placed in the agenda packet for the June 24th Commission meeting. Sincerely, Don C. Ford Building Official DCF /pah cc: City Manager :... CITY OF TYPE OF INSPECTION " s ant& Fead - tane�(a ❑ BUILDING Ef ❑ PLUMBING o a nil .. ,„ :.,GoolI..! ;. . _- 0, ❑ MECHANICAL \ � f; ' � � e� , 4 � ❑ ELECTRICAL -� 0 OTHER ''' 1940• THE STANDARD CODES" INSPECTION REPORT Address 2072 George Street Permit No. . /a Date 6/12/96 Code Item Section Location and Remarks 1 Paint throughout incomplete 2 Stain on porch decks 3 Baseboards crooked in hallway 4 All door locks need adjusting 5 No fire extinguisher 6 Bi -fold door in library - broken 7 HVAC - not balanced 8 Bathroom fixtures 9 Roll down window door 10 Light at right of front door - warms 11 HVAC Room - Electric fresh air not complete INSPECTORS SIGNATIJRE NORMAL. OF flCE HOURS PHONE NUMBE R CUSTOM CONSTRUCTION BY HARRIS, INC. P. O. Ilox 40126 Jacksonville, FL 32203 -0126 904 353 - 5623 FAX 904 354 -3022 APPLICATION FOR PAYMENT NO. 6_ INVOICE NO. 05 -07 Project: DONNER PARK COMMUNITY CENTER Orginia1 Contract Amount $ 182,287.00 Net change Orders $ 000.00 Total Revised Contract $ 182,287.00 1. Value of orginal contract work performed.to date $ 182,287.00 2. Extra work performed to date $ 0.00 3. Add: Materials stored at closed of this period $ 0.00 4. Total Value of work performed to date $ 182,287.00 5. Less: Amount retained _ $ 10,000.00 6. Net amount earned on contract 10 date $ 172 ;7.00 7. Less: Amount of previous payments $ 142,740.0) 8. Balance due this payment $ ',547.00 I certify that all items and amounts shown on the face of this Periodical Estimate are correct; that all work has been performed and /or materials supplied in full accordance with the terms and conditions of the contract between the city of Atlantic Beach in Florida and Custom Construction by Harris, Incorporated; that the items for which payment is requested have not_ been apid and that the are not Venders, Mechanics, or other liens or rights to ' ns or coedit octal sales contracts which shall be satisfied or di 'el a ged forior'h payment as made. BY: � . I ..�►1►__� `y- , Title: Ilk, 1' __ -- OV ED A'F'PR MACH C of 1\10M BurLD NG ‘ AAL / `) al 0 319 Date ( c (12 _ � ITEE TED PO it D ept. cz c IL —"Tin . Dir. c/C1ty Mgr . F' a app° v1 , DONNER PARK COMMUNITY CENTER PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, CUSTOM CONSTRUCTION BY IIARRIS in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until MAY 30, 1996__ (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will he made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ 29,547.00____ In witness whereof, I /we have executed this instrument under seal this 30TH_ - day of MAY , 1996. Notary State o trida 11_ . I► L.% _GUST CONSTRUCT IO Comps y Nan My Commissio i E > res: . , MARY S.. \ ,F#',4, ; @ MY COMMISSION N CC2e7205 EXPIRES \ e J Signature and Title '•.,'� WNDEDTMRU TROY iA1NINSURANCE IRO. _ CITY OF i 4!'l C &a. G�� ,7C A eda .- ,\ 3C0 SEMINOLE ROAD .3 ATLANTIC BEACH, FLORIDA 32233 -5445 °,� - TEA LEPHONF; (904) 247 -5800 FAX 0 ,904) 247 -5805 MEMORANDUM June 6, 1996 To: Jim Jarboe, City Manager From: Don C. Ford, Building Officia ' ( Re: Change Order #1 - Donner Community Center Michael Dunlap, architect for the Donner Community Center, has requested payment for additional fees and electrical design fees for relocating the meter can and electric service panel at Donner Community Center. On Thursday, February 10, 1996, I met with Jim Matthews of Jacksonville Electric Authority, Jerry Bay of Bay Electric, Paul Armstrong of Custom Construction by Harris, and Michael Dunlap. The purpose of the meeting was to discuss relocating the meter on the south side of the structure to the northwest side. All agreed that the relocation was acceptable and could be done. Jerry Bay said Bay Electric would not have any additional cost to the City. Paul Armstrong also stated Custom Construction would not charge the City any additional money. Michael Dunlap did not discuss any additional cost and everyone agreed the meter would be relocated. At no time have I, or anyone with the City, approved the expenditure of any funds to relocate the meter can at this structure. I have suggested to Michael Dunlap we would seek approval for an as -built plan to show changes that occurred during construction that were not consistent with the approved plans. DCF /pah PSR384< 17249 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - - -- PERMIT INFORMATION - - - - - - LOCATION INFORMATION - -- - - -- 17249 A•dress: 2072 GEORGE STREET P re er mit t Typype: e :FENCE ATLANTIC BEACH, FLORIDA 32233 Per LEGAL DESCRIPTION -- ______ +lass of Work:NEW Lot: 16 Twp: n Block: Tw p: 0 Constr. TUse :WOAD FRAME Section: 0 Subd:O Proposed f se: Dwellings: 0 Subdivision :DONNER REPLAT #2 Est. Value: 0.00 Improv. Cost: 3,200.00 Total Fees: 0.00 Amount Paid: 0.00 Date Paid` / / ork Desc :ERECT FENCE AT DONNER PARK OWNER INFORMATION APPLICATION FEES game: CITY OF ATLANTIC BEACH PERMIT 0.00 ddr : 800 SEMINOLE ROAD ATLANTIC BEACH. FLORIDA 32233 .'hone: ( 9041 CONTRACTOR INFORMATION ame: CLASSIC INDUSTRIAL FENCE INC ddr: 9339 CRAVEN ROAD JACKSONVILLE, FLORIDA 32257 Lic: ExP: / vpe: 14 NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS CONTRACTOR WORK OR USOWNER T BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EI R "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS ATLANTI =EACH BU LDING IEPARTMENT JOB COPY III By: PSR- 384{ 17249 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION --- -- - -- LOCATION INFORMATION Permit Number: 17249 Address: 2072 GEORGE STREET Permit Type:FENCE ATLANTIC BEACH, FLORIDA 32233 Class of Work:NEW - LEGAL DESCRIPTION -- Constr. Type:WOOD FRAME Block Lot: 16 Twp: 0 Proposed Use: Section,: 0 Subd :0 Rng: 0 Dwellings: 0 Subdivsion :°OONNER REPLAT #2 Est. Value: 0.00 Improv. Cost: 3,200.00 Total Fees: 0.00 Amount Paid: 0.00 Date Paid, / / Work Desc: ERECT FENCE AT DONNER PARK OWNER INFORMATI - APPLICATION FEES Name: CITY OF ATLANTIC BEACH PERMIT 0.00 1ddr: 800 SEMINOLE ROAD BEACH, FLORIDA 32233 Phone : (904) 2471 -5800 CONTRACTOR INFORMATION Name: CLASSIC INDUTRIAL FENCE INC Addr: 9339 CRAVEN ROAD JACKSONVILLE, FLORIDA 32257 Exp: / / Type: 14 NOTES: � I { NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICEFOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATI N FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTI EACH BU LDIN EPARTMENT . CONTRACTOR COPY APPLICATION FOR FENCE PERMIT Owners Name C C - ' J'QC& Phone a' 7 S-c ) ? � Job. Address ?� ( � 0 Se iv\ t v't J l e cC n 00 el �'1 e �' r4f k Lot Block and/or Unit # Subdivision Contractor if different from owner C (c s s t %-1/4..(.L.3--s e r Valuation_of.fence_$ 3 a Corner or Interior. Lot Co r e (— Type of Construction a to c cekt Show location and height of fence as well as location of street(s). ■ RE CE/V ED 1 °CT 2 1996 City of Atlant Be ach Bwilding and Zoning CIA.u_rJ St-re e Owner Signature Date Contractor Signature " Date /-4-2- 96 O J C .0„tx G r# w -- PURCHASE ORDER 1200 SANDPIPER LANE CITY OF ATLANTIC BEACH, FLORIDA 32233 -5455 P.O. NUMBER DATE i4elaNue Seaek - TELEPHONE (904) 247 -5818 OR ► (904) 247 -5880 017677 09/04/98 Mt " N, , FAX: (904) 247 - 5819 THIS NUMBER MUST APPEAR ON ALL INVOICES, PACKING LISTS, LABELS, BILLS OF LADING AND VENDOR: SHIP TO: CORRESPONDENCE. T CLASSIC INDUSTRIAL FENCE, INC CITY OF ATLANTIC BEACH 9339 CRAVEN ROAD JACKSONVILLE, FL 32257 LOCATI FOL QUANTITIES 4 /`tiA1 -19 f' t S 0 VENDOR # DATE NEEDED TERMS REQUISITIONED BY 2578 08/24/98 NET GEORGE WORLEY % -=1 <' 1 F.O.B. CONTRACT NO. ACCOUNT NO. PROJECT REQ. NO. REQ. DATE 11000005156300 CD9605 15405 08/06/98 N QUANTITY UOM ITEM NO. AND DESCRIPTION UNIT COST EXTENDED COST 1 1.00EA 905' OF 2 RAIL PRESSURE TREATED 3200.00 3200.00 PINE FENCE * ** SHIPPING INSTRUCTIONS * ** 1.00TO: CENTRAL INVENTORY 1 MAIN STREET ATLANTIC BEACH, FL 32233 TOTAL 3200.00 REMARKS: IN ACCORDANCE WITH SPECIFICATIONS CONTAINED IN BID NO. 9798 -30 AWARDED BY CITY COMMISSION ON JULY 13, 1998. e NOTICE C ap PLEASE SEND INVOICE TO: CITY OF ATLANTIC BEACH M I M - " ■" y/ / /. , / 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 -5455 FEDERAL TAX ID# 59- 6000267 - - • - DER IS NOT VALID • THOUT AUTHORIZED STATE TAX EXEMPT# 26-02-107391-54C PURCHASING AGENTS SIGNAT' RE. PURCHASE ORDER !IMPORTANT - TO RECEIVE PAYMENT ALL IS VOID ONE YEAR FROM DATE OF ISSUANCE. INVOICES AND SHIPPING LABELS MUST SHOW PURCHASE ORDER NUMBER. CONTROL NO.: ? ^ PSR -3924 WHITE - VENDOR YELLOW - PURCHASING PINK - ACCOUNTS PAYABLE GREEN - DEPARTMENT BLUE - ACCOUNTING Mar m T■ w PARTIAL RELEASE OF LIEN wHERE/ TARMAC FLORIDA, INC. has cerformed and will perform wcrk and as furnIshed and , :v!il furnish materials upon the fedlowcrici riesteci ;property 7...)Ors pi\RK (1,‘CIVIM CATF- AIL 1f i;TIC, BEACH FLOR l DA TE-Rfi:FORE v./0:71(.. tnat TARMAC FLORIDA, INC. does hereby acknowiedge a partial r in tine sum of S25,i'iiiiiti ay.. upon the amounts due TARMAC FLORIDA, frOM THuRmAN oompANN: for he TitorK nerformed andlor rriterRiS fornlishen to the cesicnbed propeFty arid he-repv does ti) l.i ie eAtent oit suc'.;lti pa;•tial payrnent only waive iie:ease erne ann palinauish its nnht to ram Z3 Oen or hens fcr %von erformed andier materials fisnisned to sa Dmpertiv iiii,;ithiputi howevEiL ::iiieiriiiiiiiii:ei ini oi ri; ani: r:L V;e! r&inquIshing its; hgnf to claim a lien or iien s upon the aboie described bricp,eiiti„ i;n tne extent Oi 3r1" and ail amounts remaining Or he7eafter becornino r.ii.re for vivork performe r. aneirni rhaf•ehais furnisrieo upon said proneniy over and anove tivie amount of the pattral payment, hereby aoliireiciiivleiged iiIATE-iRliail S ,-3 /ailD THROl..Kii3-1ri!::1\i`-r:' -{f i - 1 , 99:f f payment of the amount set forth acoye iS L check cr i.;\iiitten older of payment then this rerease Is expressly conditioned Libor) and i,-F nioi he effeciiye 1.irt the cfearance of said chiert< or i,iiiinui.en, order of payment witrii the :nsti on . t::-r) t was drawn and receipt b'y' Tarmac FlCrida I r1C. Of the monies described above #fi % WlTNESS WHEREOF have nereunTr:.) se my hand ano i this 23rO of JA.NuARY 199 VeritiLt . .. E t \t‘iFT,,,ji-z __ TARMAC Fl OR.11 INC. Ah 044 ti ,.- STATE OF FiLCiRID/;\ (X') Li Nil TY OF -9 ROW A R D Sworn to and subscribed before me triii,-; 23i cLoti JANUARY 1996. by SHELlA A TALBERT who is personaiiy Kno to me. My Commission expires,: st aY .,.‘c 6HAREM -,: ,,,:..A1). y„,,,,_ !...Cit.ary F'UDdr:: , My Comm k•3.o * „1,1 -*' E-:xpires °CIL 2', "19, SHAREN B MEADOW'S gonded by HA ''g , ,,e ' TARMAC FLORIDA. NC. 455 rafrA?v Drive Deoteld BeFc"ri. Fonda 33441. i 305 031-2800 !I (6O3225-816 Payment researchiauthorization IV” CUSTOM CONSTRUCTION BY HARRIS PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until '- 0 - 7l (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ /7 /43. 3 D In witness whereof, I /we have execut this instrument under seal this 5 day of , 1996. Notary State of Florida , `� / ] 1 1. � T . 7 _3rag ~ �l 1/4, All OFFIOIAL l 4,P," PU B ‹, THERESA- Y Nam My Commission Expires z� t� COMMON NlMo / - CC546 4 0.14, 9 j ' a, MY • o 4', IedrS, ",o APR._ e and Title CUSTOM CONSTRUCTION BY HARRIS PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. �/ AMOUNT PAID TO DATE: $ 4 g In witness whereof, I /we have executed this instrument under seal this day of , 1996. Notary State of Fl or lida 44 `� .. L �._ . �► �1 G. 44_c Ply Tt l� 1; � �� Company Name M m! i Y! E ES .1997 Sign dire and Title CUSTOM CONSTRUCTION BY HARRIS PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, R A C 1- Cc/a °A (- 1 -€:111 in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified nd ly for materials furnished or � work done up until C. or waiv n Charges for changes, additions (but not releasing g g or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. C vD AMOUNT PAID TO DATE: $ J , i. In witness whereof, I /we have execute this instrument under seal this a 0 day of , Q , 1996. Notary State ;f F ,•rid , 4 :04,„ 4Y S. S. SMITH Company Name yk--Q t jiNr'd May 17 1997 a '''S,R,�F�d ' BONDEO THRU TROY FAIN aiSUAA1ICE. INC, Signature a Title CUSTOM CONSTRUCTION BY HARRIS PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: S 1 CeW) • 0 O IZ witness whereof, I /we have executed this instrument under seal this day of , 1996. Notary State o F1• ida � Mk ; . _ . Company Nam ommisy• pires: 1.t ,11% • ;. MY COMMISSION 1 CC2V206 EXPIRES ` � May 17, 1997 wpm( ( I il? r I m l do�MNCf, NC. ='11 , — ,1 - nature and Title CUSTOM CONSTRUCTION BY HARRIS PARTIAL. WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, . ., . , - in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which 1he undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done, up un 1 i 1 ^ '�{' ' , �� {{-- clL (but not releasing or waiv�l1ig c1,a► es for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bi1is for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PA I I) TO DATE: $ e- ' G/ ' in witness whereof, 1 /we have executed this instrument under s a l this __. day of _ , 1996. Notary State of 1 or' alga . _ _ ate. -- lip - - 1,4 1 14 Co►npan, Name M y 4 u i s s i .. y .441ffir e s . (�,��, .. ' ! k : __`•"•••�� WGV /ry�/e� WIRES �! ._ _ _ '- . '�7 .1997 6L//gr �."�'----- -&11411U iRIW FAIMni5tIF0►NCE; ►lit : .___... __ S i ►► a t u and 7' i t l e CUSTOM CONSTRUCTION BY HARRIS PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, nA- JC C(( J in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until `) n ( 3 [ 5 r (but not releasing or waiving charges for hanges, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. a AMOUNT PAID TO DATE: $ O In witness whereof, I /we have executed th's instrument under seal this day of 114N--F , 1996. No / a i ry state of Fl riida P68 NOTARY SEAL 4-7)/// o MARA SAREE ST TART Company Name ER E pi res , 1 1 � ' *Iy ( ) I •CoSi t tenng t• MY COMMISSION EXPIRES � O thri\ MO ta O PCI F L JAN. 3n 2'OM)f1 Signature and Title CUSTOM CONSTRUCTION BY HARRIS PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, 7y2C-- in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until February 29, 1996 (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment he referred to, have been fully paid for. 73).1.41 PAMELA WRUSSELL t �� My Com in ion CC293596 7 : Expires Jun. 09. 1997 AMOUNT PAID TO DATE: $ � .' ' 6 (J • � '�� Bonded byRAI OF fto 800.422.1555 In witness whereof, I /we have execu d this instrument under seal this �`�ti day of L(- tC= 7 , 1996. Nj State of A dirida 4 4O, G 1 L . ( . _ Compan 1 Name My Commission Expires: ( ye-.— f? r gnatu an � �le , Joe D. Thigpen, President CUSTOM CONSTRUCTION BY HARRIS PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, 776 in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified andpnly for materials furnished or work done up until %tvA (but not releasing or aiving charge for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ c, 2 O � In witness whereof, I /we have execut d thi instrument under seal this c� �''�- day of ii,� EJ , 1996. t ctary State f orida ,4- _ � L O a r / Company Name 1 OMMissloN t cc2 1 )e_Q„s.53.9,w 4t � ��EY 17, f 9 EXPIRES ....tots THAN aY 1 c'1 IIDtl1Dfnut, IM . Snature and Tit CUSTOM CONSTRUCTION BY HARRIS PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the RZ(j in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified an0 only for materials furnished or work done up until C (but not releasing or waiving chargers for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ (P In witness whereof, I /we have execu ed thjs instrument under � -i seal this c' day of � , 1996. Notary State'of ��• rida Q h , Company Name A ft #• ' � x Tres: ,., e r n May 17, F IRES j �OF i 1997 / v I �(DED TFgiD TROY FAIN INSUMNCE. INC �.. L .�� . Signature and Title CUSTOM CONSTRUCTION BY HARRIS PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, 7F3009x1D in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified an only, for materials furnished or work done up until (4- l `1 (p (but not releasing or wa ving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. / � � C)s AMOUNT PAID TO DATE: $ 4 ) k v in witness whereof, I /we have executed this instrument under seal this day of , 1996. Notary State • Fl , ida Ara 1111/h .. . ±I�:.._ !4 LTx N ame ommi R - , pires r � :4 MY COMMISSI I 1 CC287205 EXPIf May 17, 1997 ° �Rf.!\T•` BONDED TFYN TIrlY EMN INSURANCE NC Signat •e and Title n cvy oe- Con,c [l r e` i CUSTOM CONSTRUCTION BY HARRIS PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, ouc in consideration of partial pailfient to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until r y=e-- (cif (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein r • ' have been fully paid for. ttECogn;11 �] C w Bonded By Service 2: PUBLIC AMOUNT PAID TO DATE: $ 3 C�J 1o tiros's/Avow= tto+w In witness whereof I /we have execut tb},s instrument under seal this 1614-1"1 day of , 1996. Not =ry State • lorida I p it / � ... �_`�il +AL. Company Name My Commission E l pires :4 „e",„2, t '/ Signa-ure d Title CUSTOM CONSTRUCTION BY HARRIS PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until DECEMBER 31, 1995 (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ , "'?d L] In witness whereof, I /we have executed this instrument under seal this 10TH / day of January , 199 Notary St%'e of F • 'da 46/ AK (G—Y1/(1k/ h4 Company '' My Commission Expires: /- / LL`y / Si• nature /d Title CUSTOM CONSTRUCTION BY HARRIS PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, C.W. WOOD PLUMBING in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until DECEMBER 30, 1995 (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ 2920.00 In witness whereof, I /we have executed this instrument under seal this 15TH day of FEBRUARY , 1996. Notary State / of Florida e ar �"� �'" C.W. WOOD PLUBING, INC. Company Name My Commission Expires: de ( V .'a� P�, `'� igna •re itle +° + c w wood * " 9 * My Commission CC809815 t .e Expires Dee. 19, 1999 s V 141-- CUSTOM CONSTRUCTION BY HARRIS PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL BY THESE PRESENTS, that the undersigned, WA,L,Q___ c---4s-- in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until DECEMBER 31, 1995 (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ Z 4. '' In witness whereof, I /we have executed this instrument uncle; seal this 10TH day of — t .y , 199i Notary State of lorida NciA),,,,,A -11)9,_, Company Name My Commis ion Expires: ,.,; ; r', MARY S. SMITH � May Signature and Title i �, May 17, 1997 '`, ROHM TNRU TROY FAIN INSURANCE, INC. CUSTOM CONSTRUCTION BY HARRIS PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE eRESENTS, that tie undersigned, IJk)D in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until February 29, 1996 (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ 70 c2 / In witness whereof, I /'we have executed this instrument under seal this /5 1 day of /4 , 1996. Notar S .te of l.rida • 1 C ompany Name My Commission Exp res: / ) ,: ,/p,p 71 LEE A1 °r ��, A,.;, Signa and Title a I. 1 No. .3216 54 JJ Pm iallYKmwn 11 Other 1. D. CUSTOM CONSTRUCTION BY HARRIS PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, / that the undersigned, in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until February 29, 1996 (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. C, AMOUNT PAID TO DATE: $ In witness wh r of, I /we have executed thi instrument under seal this /� day of , 1996. Notary State of Florida //1.241 � DC :30 Comp -ny Name My Commission Expires: • ( , Signature /and Title i CUSTOM CONSTRUCTION 904 354 3022 P.01 s../USTOM INSTRUCTION ,3Y f4RRIS P. O. BOX 40126, JACKSONVILLE, FL 32203 -0126 (904) 353 -5623 - FAX (904) 354 -3022 August 21, 1996 TO: Don Ford City of Atlantic Beach FROM: Robert L. Harris, Sr. Please find a list of - and their telephone numbers that we used for the '- Plumbing C.w. wood Plumbing, Inc. 1328 Romney Street Jacksonville, FL 32211 (904 - 744 -6604) Electrical R. E. Bay ELectric Company, Inc. 2368 Harper Street Jacksonville, FL 32204 (904 -356 -1271) Heating /AC Thigpen Heating & Cooling, Inc. 4229 North Main Street Jacksonville, FL 32206 (904- 353 -5726) Framing /Roof - Armstrong Builders, Inc. 597 Ash Street Orange Park, FL 32073 (904- 264 -7749) Ft-OC RIN G - D' . (M'ur — ,c Q/7 z 'luau 3► ire. Y. F - 3 2 2 L C C. /eV - '1Z3 - 3.)9/0 (FA6E2 905 7f3? E LeP g Bud Design & Engineering Services, Inc. 10775 S. Saginaw St. Suite B 1 Grand Blanc, MI 48439 I Ph: 810.695.0793 I Fax: 810.695.0569 1 www.buddesign.com June 6, 2008 Litchfield #17346 20'x24' Pittsburgh Gable End Shelter Bud Design File No. BD -08 -301 Subject: Epoxy Anchor Specifiation It has been brought to our attention that epoxy anchors are to be used instead of cast - in -place anchors for the above referenced project. It is our recommendation to use (2) 3/4 x 6 -5/8 Hilti HVU Adhesive Capsules and a 3/4" diameter HAS -E threaded rod with a minimum embedment length of 13 1/4" for each location. According to the technical data provided by Hilti, this specified anchor has a tensile capacity of 15,220 lbs. and a shear capacity of 34,700 lbs. when used in normal weight concrete with a compressive strength of 2,000 psi. This exceeds the actual tensile Toad of 10,900 lbs. and shear load of 445 lbs. acting upon each bolt for this specific building. The holes for the epoxy anchors should be drilled using a 7/8" diameter carbide bit. Please follow all installation instructions provided by Hilti. Attached is the allowable Toads table provided by Hilti. Please contact us if you require any additional information. Sincerely, JO B 0 Jason M. Conn, P.E. THIS PL ,,,g N SIT (JST ON JOB E FO EE EACH INSPECTION c og) . v , ,t 'LIANCE SEAM ffq C AL REVIEWEDBY AND C ONDITIONS. I 0E012 CITY OF Aftieuttle eeae( - uda 800 SEMINOLE ROAD 4 — _ ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 ;, FAX (904) 247 -5805 SUNCOM 852 -5800 AUGUST 6, 1996 6 2O 7 - 2 - Wayne Combass Electric Authority 21 West Church Street Jacksonville, FL 32202 Gentlemen: Please remove as soon as possible the line drop from the following location: 1. 2070 George Street - Meter No. 83 551 854 (D -55) Sincerely, (7 ..e /I '"— ; George Worley, II City Planner GWII /pah cc: City Manager f 1-5 9 P88'3844 13704 DEPARTMENT OF BUILDIN CITY OF ATLANTIC BEACH , PERMIT I NP'C}RMA"T14N ,- LOCATION INFORMATION P'errftit Number: 13704 Address: 2072 ciiEORGE STREET Permit Type.PLUMBING ATLANTIC BEACH. F`IJORIDA 32233 Class of Work :ADDITION - --- -- LEGAL DESCRIPTION - _ ----- cons tr. Type:WOOD VRAtiE Biock. Lot: 16 TWA?: 0 Proposed Use: Section: 0 Subt , 0 Rna , 0 Dwe11irnas: 0 Bubdivisi. oil :DONNER REPLA'T #2. Est. Value: 0,00 Imlprov,w Cost: 0:00 Total Fees: 0. 00 Amount .O k '' 0. g OCI Date Work D s , - FOUNTAIN U 9 h w1"S ktp [. - __ �� " ' TION - ,- ,- "' .- - ».„4-_ -,» APPLICATION FEES - _ 1 Name . �4 ` , BEACH 1$I T 0 . 00 Addy 80 } sa -ROAD r'„ ' , > LORIDA 322S,3 1 ,, ° ,. t ' ;!,1 ' ,,,,, s, ,, , ,, . ,,A,' ,r c. � a � —4:2: Y�Pr g A � C '''''',1:4:‘ ,:? 1 o 4 R . * ATIO$I _ Name : H TY S 'COAST PLUMBING A d P . O. B... I ' 09:8.., m .. JACKSON , a- BEACH . FL 32240 Lz o .C.Fc 69 ` '4;s' Ex / / � ... , " �� re f E TT, � I y�[a �"^ � � lti 4 � �� '�� «S�a'�nS�':.Jt�h�i hw, r r w,nev.� mer..�.w � Li � � `fig fi � + 1 NOTES: I NOTICE -- ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER IN "FAILURE TO COMPLY WITH THE MECHANICS LIEN ' I AW CA I REBUT T THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. i ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR; o'!,' , VIOLATION OF 'APPLICABLE PROVIS1ONS OF LAW. , ATLANTIC BEACH BUILDING DE'ARTMENT By: i CITY OF ATLANTIC BEACH APPLICATION FOR ( PL�U ` MBING PERMIT JOB LOCATION: (O 7,1 l , e v J OYe OWNER OF PROPERTY: 64.0 441 ; PLUMBING CONTRACTOR: Chri5 C' t'rs4 CO3:.+ Plc. r L, C F CONTRACTOR' S ADDRESS: ? b. LN 5 6 '3c c , t Cl. , 3 D. a.S STATE LICENSE NUMBER: C FCC.) 3 6 `f 8 1 TELEPHONE: ?D c.)-4 T -tfq/ 9 HOW NAVY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS //�1 SHOWER PANS OTHER (,r,Ci f.1 , vn -6.; A TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: ✓� SIGNATURE OF CONTRACTOR .,-, 0. Clifr,.., "�c� INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247 -5834. vi Cil.,L' Y27/1/{"' ( 71YR \A° / • - I ' CITY OF tifeleutue &a - 7 -Cd4 800 SEMINOLE ROAD �3? — y ----- -_._ -- _ - - - ATI, * NTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247 -5800 ,,,,('� FAX (904) 247 -5805 "A ...u��.sJ. MEMORANDUM June 3, 1996 To: Jim Jarboe, City Manager From: Don C. Ford, Building Officialc( Re: Final Pay Request Donner Community Center The contractor has requested his final pay for the Donner Community Center. We are withholding $10,000. This $10,000 will be held by us for thirty days beyond the issuance of the Certificate of Occupancy. This will ensure that all punch list items will be completed. DCF /pah CUSTOM CONSTRUCTION BY HARRIS, INC. P. O. Box 40126 Jacksonville, FL 32203 -0126 904 353 -5623 FAX 904 354 -3022 APPLICATION FOR PAYMENT NO. 6 INVOICE NO. 95 -07 Project: DONNER PARK COMMUNITY CENTER Orginial Contract Amount $ 182,287.00 Net change Orders $ 000.00 Total Revised Contract $ 182,287.00 1. Value of orginal contract work performed.to date $ 182,287.00 2. Extra work performed to date $ 0 3. Add: Materials stored at closed of this period $ 0.00 4. Total Value of work performed to date $ 182,287.00 5. Less: Amount retained _ $ 10,000.00 6. Net amount earned on contract to date $ 172,287.00 7. Less: Amount of previous payments $ 142,740.00 8. Balance due this payment. $ 29,547.00 1 certify that. all items and amounts shown on the face of this Periodical Estimate are correct; that all work has been performed and /or materials supplied in full accordance with the terms and conditions of the contract between the city of Atlantic Beach in Florida and Custom Construction by Harris, Incorporated; that the items for which payment is requested have not been apid and that the are not Venders, Mechanics, or other liens or rights to • ns or condit ona! sales contracts which shall be satisfied or di :cl a ged or t4 •h payment as made. 1 B . ' 2b''I — .-- Title: mgesimpur AP - Eta C e o N°Ffl CN .,1 gkor) ost " 19 g N pp pp NN N NN pN p � N N U U W N O m m V 01 01 A W N -+ O O CO V O CO A W N - �' D 3 S 2 g Z 6 O D - p O" p n n 8 r z m m , . z q r zz z z ° * z ; r Z x N o 9 m z x x o p c m h D n p Z N n r -i fl n v_ y � Q 61; r )„.z- v C �." N m. ; S � l 1 rn A S n C� 7C r- I D Q r Cfr Z OmZnt/� ° P ) ti 4 �m O ij " 5 r.40 M 5 NI n pi xi a z o z �Px a z Z cox i D Z N m n x 0 .0 m r r -a x D 0 m i ... i i $$ U m z 8 888888888888888888888 -a m om _& 1 IllgilliigIlligilP1 — re 8 8 8888888888888888888 1433-0 P o c x -<00 •--4 NN 1 5 i i i . O O § Q P P P P P P P P P P P P P P �p T Z 8 88888888888888888888888 o - Ni zz n r. • P P � m t -41 J3 D 8 r A N o . O Z A ,--_, i 1 PPPPPP; Mig MIN 888888888888888888888888888888 ti W Z i p � = m A P A A A P P P A P P P P P P P P P P P P P P P P P P A P A -O 4 888888888888888888888888888888 -„,,n1 PPPPPPPP m , 8 88888888888888888888888 DONNER PARK COMMUNITY CENTER PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, CUSTOM CONSTRUCTION BY IHARRIS in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, 1'L and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, lo, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until MAY 30, 1996 (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will he made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ 29,547.00 In witness whereof, 1 /we have executed this instrument under seal this _30T11 of ` MAY , 1996. Notary Stale of F lfrida .. )1 1 011)0 4 11N.A.4 \0 _ / ! _C(JST CONSTR(IC'l' tO Compa r y Nara My Commissio YS S r es: ' il t MY COMMISSION N -lI, l ( 2E7205 EXPIRE$ 4 1 1 111 w :.r i Ar 4.40 c197 -- _ 7 � ',"/ p ;,/ ROWED Tfflu TROY FAIN mu :vac tNe. Signature and Title FAXED /2_ : ©G 5/3o/9 CITY OF aS _ ' ` 1atuc 'each - 9 ir, ATLANTIC BEACH, FLORIDA 31133 -N44 a TELEPHONE (904) 247 -5800 4,, FAX (904) 247 -5805 -- M ,96 Jacksonville Electric Authority 21 W. Church Street Jacksonville, FL 32202 Re: Permit No. 11145 2072 George Street Donner Park Community Center Dear Sirs: This letter is to request that power be turned on as soon as possible at the above address. Please bill the City of Atlantic Beach, 800 Seminole Road, Atlantic Beach, Florida 32233. Sincerely, Ann Meuse Finance Director NLt) i 2() C C C desce. P776w O /) /kb �eprc r 574 l 4S(e /e44,1cLi° 632 -6 9 CITY OF relic b�'` e d - 7 eda 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 1 - -- TELEPHONE (904) 247 -5800 .� FAX (904) 247 -5805 Z Jacksonville Electric Authority 21 W. Church Street Jacksonville, FL 32202 Re: Permit No. 11145 2072 George Street Donner Park Community Center Dear Sirs: This letter is to request that power be turned on as soon as possible at the above address. Please bill the City of Atlantic Beach, 800 Seminole Road, Atlantic Beach, Florida 32233. Sincerely, Ann Meuse Finance Director CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 9 S' IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 3Stc? • C l E\ 5 ez_C47 - - %Acgron ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAMES2jvww._� -- nRESS: RFD BOX BLDG. SIZE BETWEEN: RES. ( 1 APT. ( ) COMM. (el" PUBLIC ( ) INDUS. ( ) NEW ( OLD ( ) REW. ( ► ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW ('Vi INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE �I AMPS COPPER ('1 ALUM. ( ) SWflGH-OR BREAKER 1 AMPS 3 PH L \ W RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS V CONCEALED OPEN TOTAL RECEPTACLES R, CONCEALED ''• —' OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES 10 ^ INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. - OVER - APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS - �• -,. -ems. CUSTOM CONSTRUCTION BY HARRIS, INC. P. O. Box 40126 Jacksonville, FL 32203 -0126 904 353 -5623 FAX 904 354-3022 APPLICATION FOR PAYMENT NO. 5 INVOICE NO. 95-06 .............................. Project: DONNER PARK COMMUNITY CENTER Orginial Contract Amount $ 182,287.00 Net change Orders $ 000.00 Total Revised Contract $ 182,287.00 1. Value of orginal contract work perforrned.to date $ 158,600.00 2 Extra work performed to date $ 0.00 3. Add: Materials stored at closed of this period $ 00.00 4. Total Value of work performed to date $ 158,600.00 5. Less: Amount retained _10 $ 15,860.00 6. Net amount earned on contract to date $ 142,740.00 7. Less: Amount of previous payments $ 120,960.00 8. Balance due this payment $ 21,780 00 I certify that all items and amounts shown one the face of this Periodical Estimate are correct; that all work has been performed and /or materials supplied in full accordance with the terms and conditions of the contract between the city of Atlantic Beach in Florida and Custom Construction by Harris, Incorporated; that the items for which payment is requested have not been apid and that the are not Venders, Mechanics, or other liens or rights tc -ns or condit.onal sales contracts which shall be satisfied or 6isch.rged for s payment as made. By: —moms. Title: ILIMPIEWIRM APPROVED C g O F ATLANT C CH BE A MAY 2 2 1996 BPALw.72.:4 ppr"-- 21 March 1996 Via Facsimile To: Mr. Don Ford Building Department City of Atlantic Beach From: Michael Dunlap Architect Re: Donner Park Community Center Change Order # 2. 1. Related Cost for Architectural /Engineering revisions, (Change Order #1, Attached) $385.34 Options: 2. Additional rail at entry stair $210.00 3. Provide 3) 8' aluminum roof vents at south side of main roof area $300.00 Total $895.34 cc: Mr. Bob Harris Mr. Jim Jarboe 13 February 1996 To: Mr. Jim Jarboe City Manager City of Atlantic Beach From: Michael Dunlap Architect Re: Donner Park Community Center Change Order # 1. 1. Provide relocation of electrical meter and electrical as as specified in the attached drawings M2 & El, P nel Revision Date 2/10/96. Note Electrical Schematic (El) requirements, which delete several switching panels. cc: Mr. Bob Harris Mr. George Worley Mr. Jim Jarboe City Manager City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32250 Re: Donner Park Community Center INVOICE 8 INVOICE / WORK TO DATE CONTRACT AMOUNT 14,560. LESS CONTRACT PAYMENTS 13,832. Contract Progress Payment 364. Change Order One Electrical Service Relocation Principal 1 Hr. @ $90. 90 Engineer 295.34 SUBTOTAL 749.34 REIMBURSEMENT ( +5 %) PRINTS 00.00 TOTAL DUE $ 749.34 BALANCE ON CONTRACT- $ 364. • McFADDEN A. NEWELL CONSULTING ENGINEER DATE HCFADDIN NEWELL 363 ATLANTIC BLVD Feb. 13, 1996 ATLANTIC BE FL 322 33 -5277 NUMBER Phone 904 396 -6551 Michael Dunlap, AIA One Independent Drive, Suite 3302 Jacksonville, Fla. 32202 TERMS PLEASE DETACH AND RETURN WITH YOUR REMITTANCE $ : '`'s t � �Y �e wr •' y " �'3c C ` � .. �' . �..wt'�f,, >^' a DATE"—. FTfGES AND CREDITS YR ° -� , " C tA R ' BA BALANCE FORWARD For Professional Services on Account of: DONNER PARK COMMUNITY CENTER BUILDING ELECTRICAL DRAWINGS REVISIONS $280.00 For Reimbursable Expenses for 6 Sets of Two (2) Drawings: 15,34 Due: $295.34 McFADDEN A. NEWELL Or„ A PYLASTAMOUNT CONSULTING ENGINEER NTHiscoLUMN PRODUCT 9521 Aft73g nc. Grown Mass O T47 iu Order PHONE TOLL FREE '-sO02255740 � a 21 March 1996 Via Facsimile To: Mr. Don Ford Building Department City of Atlantic Beach From: Michael Dunlap Architect Re: Donner Park Community Center Change Order # 2. 1. Related Cost for Architectural /Engineering revisions, (Change Order #1, Attached) $385.34 Options: 2. Additional rail at entry stair $210.00 3. Provide 3) 8' aluminum roof vents at south side of main roof area $300.00 Total $895.34 cc: Mr. Bob Harris Mr. Jim Jarboe 13 February 1996 To: Mr. Jim Jarboe City Manager City of Atlantic Beach From: Michael Dunlap Architect Re: Donner Park Community Center Change Order # 1. 1. Provide relocation of electrical meter and electrical panel as specified in the attached drawings M2 & El, Revision Date 2/10/96. Note Electrical Schematic (El) requirements, which delete several switching panels. cc: Mr. Bob Harris Mr. George Worley Mr. Jim Jarboe City Manager City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32250 Re: Donner Park Community Center INVOICE 8 INVOICE / WORK TO DATE CONTRACT AMOUNT 14,560. LESS CONTRACT PAYMENTS 13,832. Contract Progress Payment 364. Change Order One Electrical Service Relocation Principal 1 Hr. @ $90. 90. Engineer 295.34 SUBTOTAL 749.34 REIMBURSEMENT ( +5 %) PRINTS 00.00 TOTAL DUE $ 749.34 BALANCE ON CONTRACT- $ 364. McFADDEN A. NEWELL - rANSULTING ENGINEER (DATE MCFADDIN NEWELL Feb. 13, 1996 363 ATLANTIC BLVD NUMBER ATLANTIC HE FL 32233 -5277 Phone 904 396 -6551 • • Michael Dunlap, AIA One Independent Drive, Suite 3302 Jacksonville, Fla. 32202 • • TERMS PLEASE DETACH AND RETURN MnTN YOUR REMITTANCE S DATE " ' ar ; CHARGES AND CREDITS BALANCE _ _ . BALANCE FORWARD For Professional Services on Account of: DONNER PARK COMMUNITY CENTER BUILDING ELECTRICAL DRAWINGS REVISIONS $280.00 For Reimbursable Expenses for 6 Sets of Two (2) Drawings: 15,34 Due: $295.34 McFADDEN A. NEWELL C-nk PAN Y7HIS IASTCOLUMN AMCUNT r � I CONSULTING ENGINEER l7W PRCOUCTg5- 2 / NEB8 Grolcn. mass ,1147 To Crcer P+C:IE OL_R E€ 'CO 22i ,:30 21 March 1996 Via Facsimile To: Mr. Don Ford Building Department City of Atlantic Beach From: Michael Dunlap Architect Re: Donner Park Community Center Change Order # 2. 1. Related Cost for Architectural /Engineering revisions, (Change Order #1, Attached) $385.34 Options: 2. Additional rail at entry stair $210.00 3. Provide 3) 8' aluminum roof vents at south side of main roof area $300.00 Total $895.34 cc: Mr. Bob Harris Mr. Jim Jarboe 13 February 1996 To: Mr. Jim Jarboe City Manager City of Atlantic Beach From: Michael Dunlap Architect Re: Donner Park Community Center Change Order # 1. 1. Provide relocation of electrical meter and electrical panel as specified in the attached drawings M2 & El, Revision Date 2 /10/96. Note Electrical Schematic (El) requirements, which delete several switching panels. cc: Mr. Bob Harris Mr. George Worley w. Mr. Jim Jarboe City Manager City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32250 Re: Donner Park Community Center INVOICE 8 INVOICE / WORK TO DATE CONTRACT AMOUNT 14,560. LESS CONTRACT PAYMENTS 13,832. Contract Progress Payment 364. Change Order One Electrical Service Relocation Principal 1 Hr. @ $90. 90. Engineer 295.34 SUBTOTAL 749.34 REIMBURSEMENT ( +5 %) PRINTS 00.00 TOTAL DUE $ 749.34 BALANCE ON CONTRACT- $ 364. McFADDEN A. NEWELL rnNSULTING ENGINEER (- DATE MCFADDIN NEWELL Feb. 13, 1996 363 ATLANTIC BLVD ATLANTIC BE FL 32233-5277 NUMBER / Phone 904 396 -6551 • Michael Dunlap, AIA One Independent Drive, Suite 3302 Jacksonville, Fla. 32202 • • TERMS PLEASE DETACH ANO RETURN WITH YOUR REMITTANCE $ x w",..':' t' r, .., �'Rni R'tr, ,�^s"'.n ,� " S DATE ' CKARGES AND CREDITS x BALANCE BALANCE FORWARD For Professional Services on Account of: DONNER PARK COMMUNITY CENTER BUILDING ELECTRICAL DRAWINGS REVISIONS $280.00 For Reimbursable Expenses for 6 Sets of Two (2) Drawings: 15,34 Due: $295.34 McFADDEN A. NEWELL O' PAY IN THIS LAST COLUM AMOUNT N rfl I i CONSULTING ENGINEER VW PRODUCT 95 -2 NfBS no Croton mass 31471 is Oraer PHCNE - OLL FREE' 300 d25 3334 21 March 1996 Via Facsimile To: Mr. Don Ford Building Department City of Atlantic Beach From: Michael Dunlap Architect Re: Donner Park Community Center Change Order # 2. 1. Related Cost for Architectural /Engineering revisions, (Change Order #1, Attached) $385.34 Options: 2. Additional rail at entry stair $210.00 3. Provide 3) 8' aluminum roof vents at south side of main roof area $300.00 Total $895.34 cc: Mr. Bob Harris Mr. Jim Jarboe 13 February 1996 To: Mr. Jim Jarboe City Manager City of Atlantic Beach From: Michael Dunlap Architect Re: Donner Park Community Center Change Order # 1. 1. Provide relocation of electrical meter and electrical panel as specified in the attached drawings M2 & El, Revision Date 2/10/96. Note Electrical Schematic (El) requirements, which delete several switching panels. cc: Mr. Bob Harris Mr. George Worley Mr. Jim Jarboe City Manager City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32250 Re: Donner Park Community Center INVOICE 8 INVOICE / WORK TO DATE CONTRACT AMOUNT 14,560. LESS CONTRACT PAYMENTS 13,832. Contract Progress Payment 364. Change Order One Electrical Service Relocation Principal 1 Hr. @ $90. 90. Engineer 295.34 SUBTOTAL 749.34 REIMBURSEMENT ( +5 %) PRINTS 00.00 TOTAL DUE $ 749.34 BALANCE ON CONTRACT- $ 364. McFADDEN A. NEWELL CENSULTING ENGINEER /PATE 363 ATLANTIC NEWELL Feb. 13, 1996 363 ATLANTIC BLVD ATLANTIC BE FL 32233 -5277 NUMBER Phone 904 396 -6551 Michael Dunlap, AIA One Independent Drive, Suite 3302 Jacksonville, Fla. 32202 TERMS PLEASE OETACM AND RETURN WITH YOUR REMITTANCE $ DATE r ” C REDITS # :777-'.,7°,47' " ..� s� - AL ANCE �. B BALANCE FORWARD For Professional Services on Account of: DONNER PARK COMMUNITY CENTER BUILDING ELECTRICAL DRAWINGS REVISIONS $280.00 For Reimbursable Expenses for 6 Sets of Two (2) Drawings: 15,34 Due: $295.34 McFADDEN A. NEWELL C J'I'I 'k P NTNIS COLOMN CONSULTING ENGINEER PROOUCT 95.2; NEWS. rc. Groton Mass 71471 To Crcer PaCryE TO LL FBEE'- ?00.225 - 53d0 21 March 1996 Via Facsimile To: Mr. Don Ford Building Department City of Atlantic Beach From: Michael Dunlap Architect Re: Donner Park Community Center Change Order # 2. 1. Related Cost for Architectural /Engineering revisions, (Change Order #1, Attached) $385.34 Options: 2. Additional rail at entry stair $210.00 3. Provide 3) 8' aluminum roof vents at south side of main roof area $300.00 Total $895.34 cc: Mr. Bob Harris Mr. Jim Jarboe 13 February 1996 To: Mr. Jim Jarboe City Manager City of Atlantic Beach From: Michael Dunlap Architect Re: Donner Park Community Center Change Order # 1. 1. Provide relocation of electrical meter and electrical panel as specified in the attached drawings M2 & El, Revision Date 2/10/96. Note Electrical Schematic (El) requirements, which delete several switching panels. cc: Mr. Bob Harris Mr. George Worley `mac 1, i:.. aa,� CITY OF eac` - 9ead 4 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 .0e', TELEPHONE (904) 247 -5800 FAX (904) 247 -5805 January 4, 1996 MEMORANDUM TO Jim Jarboe /City Manager FROM Don C. Ford/Building Official U (--r- RE: CONSTRUCTION UPDATE ON DONNER COMMUNITY CENTER The Donner Community Center is at the 10% completion point. The following is a list of work completed: November 21, 1995 - Centex Corporation completes site clearing and partial demolition of existing bathrooms/concession stand. December 5, 1995 - Public Works crew completes demolition of bathrooms and cartage of debris. December 15, 1995 - Custom Construction by Harris completes footings and steel placement of foundation. December 19, 1995 - Stem walls completed by Custom Construction by Harris. December 20, 1995 - Electric under slab completed by R.E. Bay Electric Company. December 21, 1995 - Plumbing rough -in under slab completed by C.W. Wood Plumbing Company. December 23, 1995 - Slab completed by Custom Construction by Harris. Substantial completion date is April 15, 1996. DCF /tb Attachment cc: File - 41111•111111111-.- /NI 40. a cm_ ^' V Ol 81 A N N N O (O m V 0/ 01 A W N -. O 40 CO V Or OI A W N -+ ; 'L S. E 1 CPCt C. 4>t- iRi/ � o m =E g gg 4� z o p � u S n, t� t� krii = 5 Z p OQZ 1 c m g ; g 9 § ; .a tnnZ8N -;1-1 - 0 OV DZm _ r..... cia i.-.411 C77 m � S c rY O O � n 0 �y� ` " zZ �� N z� �a s ; , O x m r m m lS r > Ce , i i i i O N,A 8 88888888888888888888888 N • i IpigiAll 1 88888888 a m D p n _ _ g c m P4 N Z O ; 2 O p -i 0 0 * 21 � �' Z O n R $r iz o m _ N ., / ,7, 0 0 • . e r 0 0 1 • . 3 0 O • Of D r • A 88 m 8 CUSTOM CONSTRUCTION BY HARRIS, INC. P. O. Box 40126 Jacksonville, FL 32203 -0126 904 353 -5623 FAX 904 354 -3022 APPLICATION FOR PAYMENT NO. 3 INVOICE NO. 95 -05 Project: DONNER PARK COMMUNITY CENTER Orginial Contract Amount $ 182,287.00 Net change Orders $ 000.00 Total Revised Contract $ 182,287.00 1. Value of orginal contract work performed.to date $ 102,400.00 2. Extra work performed to date $ 0.00 3. Add: Materials stored at closed of this period $ 0.00 4. Total Value of work performed to date $ 102,400.00 5. Less: Amount retained _10 $ 10,240.00 6. Net amount earned on contract to date $ 92,160.00 7. Less: Amount of previous payments $ ''S 00 8. Balance due this payment 36,720.00 I certify that all items and amounts shown on the face of this Periodical Estimate are correct; that all work has been performed and /or materials supplied in full accordance with the terms and conditions of the contract between the city of Atlantic Beach in Florida and Custom Construction by Harri , Incorpor:ted; that the items for which payment is requested have not been( a.'d and that the are not Venders, Mechanics, or other liens or rights to lien or co ditional sales contracts which shall be satisfied or disc ar'ed fir . ,h payment as made. B y: ....I.A ,,s, Ai Tit1e: /Ma ED P R o V Bo f C,j 0 AT 0I IC Gs . �u55 p Rl'3 / ik 09( M • /.0601' 1 11111 1> 11 1 1111 M 1 gli % 1 11 q de rld P Ag § a ?(11 is ii I 1 . I. ! 1 11 I I I 1 I!I 8 01 111 I III 111,1111! 11 /13 45 0 gg g. 1 4111 1 1111 Il !!! !!!!!! !!! P ti itt i i i = i 2 v 888 $888$8888888888888 s88888 ; m. 1 1 1 1 811181888818 la DONNER PARK COMMUNITY CENTER PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, CUSTOM CONSTRUCTION BY HARRIS in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until FEBRUARY 13, 1995 (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ _36720.00 In witness whereof, I /we have executed this instrument under seal this 13TH day of MARCH , 1996. Notary State •f F ■rida • ' - •�!'`._ mo CUSTOM CONSTRUCTION Compa.' Name My !C ►rellissi. x fires: my COMMISSI0N EXPIRE 2 May n tog? S J f BONDED TNRU TROY FAIN INSURANCE, INC. AdD gnature a d T'tle p � , � � - - X65/ 6 L BVIN 301Jd0 ON{a"ltne ;4009 no8c li 1 8 CUSTOM CONSTRUCTION BY HARRIS, INC. P. O. Box 40126 Jacksonville, FL 32203 -0126 904 353 -5623 FAX 904 354 -3022 APPLICATION FOR PAYMENT NO. 3 INVOICE NO. 95 -05 Project: DONNER PARK COMMUNITY CENTER Orginial Contract Amount $ 182,287.00 Net change Orders $ 000.00 Total Revised Contract $ 182,287.00 1. Value of orginal contract work performed.to date $ 102,400.00 2. Extra work performed to date $ 0.00 3. Add: Materials stored at closed of this period $ 0.00 4. Total Value of work performed to date $ 102,400.00 5. Less: Amount retained _10 $ 10,240.00 6. Net amount earned on contract to date $ 92,160.00 7. Less: Amount of previous payments $ 8. Balance due this payment 36,720.00 I certify that all items and amounts shown on the face of this Periodical Estimate are correct; that all work has been performed and /or materials supplied in full accordance with the terms and conditions of the contract between the city of Atlantic Beach in Florida and Custom Construction by Harri , Incorporated; that the items for which payment is requested have not been'a•'d and that the are not Venders, Mechanics, or other liens or rights to lien or conditional sales contracts which shall be satisfied or disc ar!ed fir )s ill payment as made. By: At Titie:11111WAIlaralig R pV E g \t B P' pING AR 1 � JLiee POz /0470i u l O m F Y n u O O O V a O1 +. W N i 0 0 0. CI , 1. W I N - x g: R ��z I ; P -43RQ I 10 11 8 ° p zi % 1 N i 1 1 0 L- Hifi 41* § 2 V!, g it g q 5 Iii a r 1 A � Z z � y g s 5 R z P a • . ib ]S� j88� (]g)� \ $ 8888 888$ l q i v � 1 88888 888 ggiE ;R i Q m 0 i P I 8 8 a 888 t c P 4; Oi ij 8 ,/') _ PO ier 41 P i 88888888 888 :/-----' g . P Q ggi i� I i 1 8 811181888818 m DONNER PARK COMMUNITY CENTER PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, CUSTOM CONSTRUCTION BY HARRIS in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until FEBRUARY 13, 1995 (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ _36720.00 In witness whereof, I /we have executed this instrument under seal this 13TH day of MARCH , 1996. Notary State •f)F orida i a ��-- r► ---�� \ CUSTOM CONSTRUCTION Compan Name My amtwissikl, Expires: �. i MY COMMISSION # CC287205 EXPIRES ''t 5 .; Y 7, o9 4111 Alt% BONDED TM!) TROY FAIN INSURANCE, INC. S' g n a t u r e a d T' t 1 e CUSTOM CONSTRUCTION BY HARRIS, INC. P. O. Box 40126 Jacksonville, FL 32203 -0126 904 353 -5623 FAX 904 354 -3022 APPLICATION FOR PAYMENT NO. 3 INVOICE NO. 95 -05 Project: DONNER PARK COMMUNITY CENTER Orginial Contract Amount $ 182,287.00 Net change Orders $ 000.00 Total Revised Contract $ 182,287.00 1. Value of orginal contract work performed.to date $ 102,400.00 2. Extra work performed to date $ 0.00 3. Add: Materials stored at closed of this period $ 0.00 4. Total Value of work performed to date $ 102,400.00 5. Less: Amount retained _10 $ 10,240.00 6. Net amount earned on contract to date $ 92,160.00 7. Less: Amount of previous payments $ 55,440.00 8. Balance due this payment $ 36,720.00 I certify that all items and amounts shown on the face of this Periodical Estimate are correct; that all work has been performed and /or materials supplied in full accordance with the terms and conditions of the contract between the city of Atlantic Beach in Florida and Custom Construction by Harris, Incorporated; that the items for which payment is requested have not been apid and that the are not Venders, Mechanics, or other liens or rights to liens .r condit's a sales contracts which shall be satisfied or dischar.e. for .0 / payment as made. By: - tr O -.... Titl':KIPOOr7 u st e n u ti n b v a a+ w. i ii s 1 _ onb Vaaa.wN.. 33 11 11 HMI i Ifil gli N i i l 1 1: illii ° 11 i a ?(I1 P 0 5 1 1 1 li ll .\‘ 1 f 1 .; A i Ai ; A P 1 8 I t ° 111111111 015111111 i 1111 - - - - - - g IS ! I A p o 1111111 1111 to O __ _ -_ - -_ gig 1 1 w o 8 1 I 11111 11 111111111 111 1 i 3 11 g 1 lb i °s =- i888888i888888888888888!8 88 ti u 1 huIiiiIi!iIIItii m __ I / ! 1 81111188 la I TY HALL ATL BCH TEL No.2475805 Nov 14,95 15:30 No.004 P.02 CITY OF rie/agtie ►e le t a ct • 900 SEMINOLE Rat ATLANTIC BEACH, FLORA 32233444E PROPERTY DESCRIPTION TELEPHONE (404) 2olo0 FAX (904) 247480E Lot # /4" Block #1 , Section # „� Subdivisions Street Name DESCRIPTION OF WORK or Address: 72 _Ebf9 ' 57 If in a FLOOD HAZARD Flood Zone: area complete page 3. Brk of Description 7 4/ 4.- ell frve Class of Work( New/ E` Remodel /Additio .' ZONING INFORMATION T f' .._ < -? Type of Construction. Zoning Proposed " - 'VI District : r Use: , t 7 0 Estimated Value $ l� Exceptions or Variances Materials: Granted: Filled Ground:5OLt P Roof : 401 c. 50.61:L.5 Method of Heating: ., r � f ' `�" ._. '" OWNER INFORMATION Property Owner 'J ., . ► "4"" # /c. /Phone : .2 `,/ -' Sr$` C) Mailing , Address , f Q " t t " 4) c- 'O A aZS5 - _ zip: ft CONTRACTOR INFORMATION Contractor: CAS C 57' 4 a. ' "` ; Phone: 3S ` 2- 3 Mailing ' • '� /- 4. • . ;� 2v ?- t?j Address : �r` ' :Pr 0 /r40CA' — Zi p : — _ -- Expiration License Number _. Date: f ,► IIY 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF. CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature A Ai Date Contractor Signature DatejY.L.4 (5 j5� e::)wG0i!% COdte(s ( rc X - /'i r C',fetK t( P1 - to T�E-rL. 1 --later i$ lXX (4 /1 ei( e.} c- ( f (o up C'oev.iEc o it)6 ed uE rte-- /L / iV /7- / - "Jo v oz »C XS y 1°‘ CO /- - rite_ c4 j o vC CAJ r ,, = if F_' WA. L 6 7 774 C( F727. oiozct ,PD 01 ©/t) 7 'Lf / - 60(d-c. /4 1V3iFf c oN c ss (o`J Aroap (/3 (¢n co ,_V A 7F-• e Y criz-( t , K., �''Lr� 2(L TREE REMOVAL APPLICATION SECTION A - APPLICATIONS MUST BE RECEIVED BY CLOSE OF BUSINESS TUESDAY BEFORE TH E MEETING! rroperty Owner's Name Address � / / Telephone • 1. tZLe-c/' ,g /� /1 4/ �'OYIleV1 C�IKf�"� 2 5f, L� r PV1'� � 5t, Location of Tree Removal /Site - Alteration , SECTION 8 - (To be completed by applicants whose property is zoned residential, includes -- A "'lling, and which is not presently owns �� proposed to � 1. what changes are pro p site? ,, freec. 6 uK�i 1 � ii � . What is the ' `� y� purpose of these /7 3. Specify t P y rees proposed for removal as rua....._ Tree Count Species---- Sise(DBH x MGT) --- Condition --- 1 /4", _-.--/( ._.: I 1 4. Will these trees be relocated on the same property? 449 S. If not, will replacement trees be planted? )/•°. 6. Specify proposed replacement trees as follows: --Tree Count Species-- Size(DBH x HGT) Hee rdeop..4 e . it 25. 0 1' I �Q be / _ / C ..S P . - ;V ' Attacn site plan. (Note: All trees proposed for removal must be marked on site by red tape or flagging). r SECTION B - (All other Applicants) 1. Property Zoning: 2. Submit the following: SITE PLAN /TREE SURVEY indicating: a) Site topography, existing and proposed grades b) Existing and proposed structures c) Location of all trees w /D8H of six inches or more d) Tree species and sizes ' • e) Trees to be removed should be clearly marked t) Trees to be relocated should be clearly marked g) Location of any proposed replacement trees h) Identify trees of special or unique characteristic i) Idenify trees within 10 feet of construction areas j) Show location and type of tree protective barriers k) Location of utilities, accesses and easements 1) Location of vehicle travel corridors m) Location of commercial sprinkler /irrigation systems n) Landscape maintenance plan (commercial only) 0) Staging areas for equipment and material storage 3. All trees identified for removal must be marked on site by red flagging or tape. SECTION C I agree to comply with the rules and practices established in chapter 23, hrticie II of the Code of Orainances of Atlantic Beach. Owners iSignatute Date CITY USE ONLY Applicant has complied with all provisions of Chapter 23 and requirements of the Tree Conservation Board. Tree Conservation Board Designee Date • NOTE: "Tree Protection for *uilders and Developers" is available at City Nall or from the Division of Forestry, 8719 West Beaver Street, Jacksonville, FL 32220. (781 -1434) 1 Pine 6" DBH Good Condition 2 Pine 8" DBH Good Condition 1 Oak 8 " DBH Good Condition 1 Pine 9" DBH Good Condition 1 Pine 11" DBH Good Condition 1 Pine 12' DBH Good Condition 1 Pine 13" DBH Good Condition 2 Pine 14" DBH Good Condition 1 Pine 16" DBH Good Condition 1 Pine 16" DBH Good Condition 1 Pine 17" DBH Good Condition 1 Pine 18" DBH Good Condition ti 16 l 5 it 1�� 7;7:7( // W 88888888888$85 8 8 — -- [21, 88888888888 8 88 8 iri ciddil 000 o rd l W z n i F °I i iii i i iiiiiii ii ii F d ...p§ t i e q ig WW ! I I I 11 gh) JE Ig F 8 8 88 88888888888 8 8 l i ooh Fiq 1 § ao $$go ggoo Z}i � "jG r- r �- N N dlN16 od ZEE I I $$$88888$88$$$ $$$$ i - - 88888888888888888888888 8 s 8 W IWPW1111111111W . 1 , DONNER PARK COMMUNITY CENTER PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, CUSTOM CONSTRUCTION BY HARRIS in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until APRIL 22, 1996 (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ _21,780.00 In witness whereof, I /we have executed this instrument under seal this _ 20TH day of MAY , 1996. Notary Stat, of 0 lorida Ilk IbilLL . A a ...n 401AL _ C OM CONSTRUCTION Compan Name My Commi ion Expires: ,,'•Y,:' MARY S S MIT H # v . ► ' � a t M�yt7,i997 Signature and Tit 1 •44; hd`." BONDED T RU TROY FAIN INSURANCE, INC. MAY -13 -96 MON 10:35 MICHAEL DUNLAP 241 6363 P.01 i P 41 . F A C S I M I L E _ _ _ - -- ATTENTION F r> REFERENCE 1 16 DATE 13 NtAY L1'16 l Cr.34 116 pevvc 1 ( lf fAtaAfor, '� C,04 a s� py l t r fetes yall rirAS MICHAEL DUNLAP ARCHITECT ONE INDEPENDENT DRIVE SUITE 3302 JACKSONVILLE, FLORIDA 32202 904.358.1002 FAX. 358.3708 MAY -13 -96 MON 10:36 MICHAEL DUNLAP 241 6363 P,02 1 MICHAEL DUNLAP AIA ONE INDEPENDENT. DRIVE SUITE 3302 JACKSONVILLE; F,X.ORIDA 32202 (904) 3584002 (FAX) 358 -3708 r.�. 13 May 1996 Via Facsimile To: Mr. Don Ford City Building Inspector City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 322 -33 From: Michael Dunlap Architect Re: Donner Park Community Center Change Order # 1. 1. Provide relocation of electrical meter and electrical panel as specified in the attached drawings M2 & El, Revision Date 2/10/96. Note Electrical Schematic (El) requirements, which delete several switching panels. 2. Related Cost for Construction Revisions $ZERO 3. Related Cost for Architectural /Engineering revisions, (Invoice, Attached) $385.34 4. As -Built Plan $263.35 (Invoice, Attached) Total $648.69 cc: Mr. Bob Harris ARCHITECT MAY -13 -96 MON 10:36 MICHAEL DUNLAP 241 6363 P.03 MICHAEL DUNLAP AIA ONE INDET'ENDEIA DRIVE SUITE 3302 )ACKSONVII. i FLORIDA 32202 (904) 3584002 - (FAX) 358 -3708 13 May 1996 +s' - ; ; i if 9�ir Mr. Jim Jarboe Y ' City Manager ' City of Atlantic Beach 800 Seminole Road Beach, Florida 32250 i!:' =' Re: Donner Park Community Center INVOICE 8 INVOICE / WORK TO DATE Change Order #One Electrical Service Relocation Principal 1 Hr. @ $90. $ 90.00 Engineer 295.34 As Built Plan 250.00 Reimbursement ( +5 %) Prints 13.35 Total Due $ 648.69 ARCHITECT MAY -13 -96 MON 10:37 MICHAEL DUNLAP 241 6363 P.04 McFADDEN A. NEWELL rnNSULTING ENGINEER HCFADDTN NEWOLL Feb. 13, 1996 363 ATLANTIC BLVD ATLANTIC BB FL 32233 -5277 NUMBER 1 Phone 904 396 -6551 Michael Dunlap, AIA One Independent Drive, Suite 3302 Jacksonville, Fla. 32202 TERMS PLEASE DETACH ANC RETURN WITH YOUR REMITTANCE $ ' *',�Y�.st� '0ll' t ' �F i i x c s , va�vr mow„ µ rr � a s z` tf ¢ 1K. a' & i 'm 6 1F 'ra l � �,r F 3 '� .;t s't� �a . v 6 i : na + y Y . , a t n .it4 i, 4 v ,1 :u . C C 4 AH l d EStAND CREDITS • t . Y ECK i $ . BALANCE t ., BALANCE FORWARD ;. For Professional Services on Account of: DONNER PARK COMMUNITY CENTER BUILDING ELECTRICAL DRAWINGS REVISIONS $280.00 For Reimbursable Expenses for 6 Sets of Two (2) Drawings: 15,34 Due: $295.34 McFADDEN A. NEWELL Og PAYLASTAMOUNT d1� � . IN THIS COLVMN CONSULTING ENGINEER l7W PAOCUCrssa,n eaj �,G .ki lm T.aaroHJ IOtLRl(EI4 -sscm CITY OF 1a`tt& Seacl - 961.41t4 4 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 -5445 ,� TELEPHONE (904) 247 -5800 • ,j FAX (904) 247 -5805 CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA ITEM: Construction Update on Donner Community Center SUBMITTED BY: Don C. Ford DATE: April 2, 1996 BACKGROUND: Construction Update on Donner Community Center RECOMMENDATION: ATTACHMENTS: Memorandum to City Manager REVIEWED BY CITY 9 MANAGER: AGENDA ITEM NO. 4 CITY OF >a�rtic Veac(- wud4 800 SEMINOLE ROAD t - ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 FAX (904) 247-5805 MEMORANDUM April 2, 1996 To: Jim Jarboe, City Manager From: Don C. Ford, Building Official Re: Construction Update on Donner Community Center The Donner Community Center is at 50% completion. The following is a list of completed work: January 30, 1996 - Framing of structure; February 1, 1996 - Roof trusses set and roof dry-in; February 8, 1996 - Exterior plywood sheathing; February 13, 1996 - Windows installed with exception of opening on west side of office wall; February 21, 1996 - Electrical wiring rough in; February 28, 1996 - Plumbing rough in; March 14, 1996 - HVAC rough in; March 22, 1996 - Security system rough -in - Donated by AP Systems, Inc. March 25, 1996 - Windows installation completed. There has been a slow down on this project due to inability to have the roofing shingles delivered in a timely manner. The product is manufactured in Texas and local venders do not stock it. This has caused a two week delay in completing the roof. The Building Department does not allow insulation to be installed until the roof is complete to insure the interior of the structure cannot get wet. Substantial completion time is May 17, 1996. DCF /pah 1 N ∎` , " CITY OF ATLANTIC BEACH FAIL$ Y Oil TO FOLLOV TO- JEA /Commercial Accounts FAX #: 632 -6557 FROM_ Ann Meuse, Finance Director *PAGES- 1 DATE- April 22, 1996 (TO FOLLOW) MESSAGE: 800 SEMINOLE ROAD • ATLANTIC BEACH, FLORIDA 32233 -5445 _ TELEP ZONE (904) 2475800 - Tv1X (906) Z47�805 .. _ CITY OF "fagotic eeae - 710 800 SEMINOLE ROAD ��, - - -- - -- ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 FAX (904) 247 -5805 April 22, 1996 Jacksonville Electric Authority 21 W. Church Street Jacksonville, FL 32202 Re: Permit No. 11396 2068 George Street Dear Sirs: This letter is to request that power be turned on as soon as possible at the above address. Please bill the City of Atlantic Beach, 800 Seminole Road, Atlantic Beach, Florida 32233. Sincerely, Ann Meuse Finance Director L _ i \>< . , .:-. 1 \ 1/P : ,■.,■. '. .,- ...., . ,. . ... • ‘ / z ' • X T \ 1 i •-...,'J . ! \ z.- 76 I \ I 3 - 14 M . I \ I . I I I I '. ' III I .. I 1 1 k,r7 RI . • r To . I . _ "". I ■ N M I I ■C \ ! / •- ... . . 7 . $ tf• ■ • I j I " 1 ' ' i ' • ;6..'',....7'. . ;.....____, 71 •A ...-,Y.. ■ I * • 1 . I •.1 • ' I ! • , 1 -..: . . ' ! • k ' (\\ .. )?••• \x- . . .. k51 -I- , ..t ,.... ..__ f k■ 0 • 4 . . . . , . :-.. 7...t ■ \ ■ • • # r \ . ■ ' .. ": . . - 1) .- ,,• - . • • , • • 6,, \ \ • . ‘ 1 . 1. " III -, •''.! '11 '' ‘k:1"-- \ 0 ./1 ' I \ • • ' • ■ii .)<.. \ .t.- '.) • \\ i 1 , • 6,) ..* b r • < sl I . . • ' ... .. ....... 1 i i i i 0...... @ i . . • i CO o i . Y k ',. , -...„. ........... ...... ....... 1 ..- ."'" ..... .... ..... , 1 ) i I fA161 — ....- • - ! , ....-- / .--- . ..... ....e - ';% • ,1 1 1 ...0 ...e 1 1 .... ...... , ,--..,--• 1 1 ...e "..... / ...a' ....e c.... ...•''.....'' . r ,_ ...._ _ _ - ..... I iR ........... ..... _ t•-• - i ' A 1 1 rine ( 1 : i 7 ' . " ' • (EX 7 ll 1 1, 0 1 FIR I I (/ I ____ - I f , 1 I _ = C IT et‘tratt_-- —_, --- —_-_- — 1 9 '' i l l in _‘,C214C,ESS1014 _• 1) 11)C it A ' 6' ritik _ ? flai ,,,, 1 r immilmo g i ssimaiamimagenimamsemasurimimiam (.. X , 1 ....- . i 4 --1--- ii ...._._._._._.__._ . 1 12 ene "z" • J r--112- - .' _ r _ I i 7 . . • .. . . 2111.war Allk :; • Q ..............MMONMAMMIRPOMIMINelm....... CITY OF Afteezati ' au% - eoftedet 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 '• FAX (904) 247-5805 November 9. 1995 Wayne Combass Jacksonville Electric Authority 21 West Church Street Jacksonville. FL 32202 Gentlemen: Please remove as soon as possible the line drop from the following location: 1. 1998 Park Street - Meter tf-8549027 The building is bein9 iem the City of 7it]antic Beach. Sincerelv, }-4 GeofQe Woriev. 11 City Planner GWIT/pah cc: City Manaaer 'AE4 Se CA- /7) 6: sAL P z7z7 4 164feers CITY OF v. 1 attic Vold - 3 I a c 3 4 800 SEMINOLE ROAD - - ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 ;t FAX (904) 247 -5805 M E M O R A N D U M October 30, 1995 TO: Alan Jensen, Esquire FROM: Don C. Ford RE: AIA Document A101 Standard Form of Agreement Between Owner and Contractor between the City of Atlantic Beach and Custom Construction By Harris, Inc. Alan, enclosed is a copy of the Contract between Custom Construction By Harris and the City of Atlantic Beach for the Donner Park Community Center. Please review for legality and return to me as soon as possible. We are trying to get the job under way by November 13, 1995. Please call me at 247 -5826 if you have any questions. DCF /pah Enclosure cc: City Manager CUSTOM CONSTRUCTION BY HARRIS, INC, P. O. Box 40126 Jacksonville, FL 32203 -0126 904 353 -5623 FAX 904 354 -3022 APPLICATION FOR PAYMENT NO. 1 INVOICE NO. 95 -05 Project: CONCESSi oN STAND Orginial Contract Amount $ 182,287.00 Net change Orders $ 000.00 Total Revised Contract $ 182,287.00 1. Value of orginal contract work performed to date $ 18,500.00 2. Extra work performed to date $ 0.00 3. Add: Materials stored at closed of this period $ 0.00 4. Total Value of work performed to date $ 18,500.00 5. Less: Amount retained _10 percent $ 1,850.00 6. Net - ---- -1 ate $ 16, 650.00 7. Less i.so 8. Bala] 16,650.00 I certif3 /f ik)/(-)r`-g town on the face of this Periodical Estimate been performed and /or materials supplied arms and conditions of the contract between t e''' 'lorida and Custom Construction by Harris, I 6 r which payment is requested have not been apid Mechanics, or other liens or rights to -1--i`€n (1:c6.4(rAL___ w hich shall be satisfied or i s c r g By r i3 c? v ,_ Title: Vii 11 n,v,l't P r,+ : , r r•, w9 l '''':1 I , : r2 1 Fi 2 6; C 2 1995 Building and Zoning } CUSTOM 00NOTALTOTION DY =ma PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, CUSTOM CONSTRUCTION BY HARRIS in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: RUSSELL PARK CONCESSION STAND, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until DECEMBER 22, 1995 (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ _ 16650.00 In witness whereof, I /we have executed this instrument under seal this 23RD day of DECEMBER , 1995. Notary Statelof •lorida \I ' 6 - AOMM:� , C ONSTRUCT I ON '"Company ame My Commis ion Expires: teAA\S\ g MON& MM Signature and Title , i •, . . MY COMMISSION 1 CC28M05 EXPIRES . . _ May 17, 1997 ' • „r,„ ' RONDO TNRU TROY FAIN INSURANCE. INC. DONNER PARK COMMUNITY CENTER PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, CUSTOM CONSTRUCTION BY HARRIS in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until FEBRUARY 13, 1995 (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ _36720.00 In witness whereof, I /we have executed this instrument under seal this 13TH day of MARCH , 1996. Notary State • Fq �m�, CUSTOM CONSTRUCTION — C p y Name My Commissi. Expires: MARY 8. SMTH _' ` !• _ MY COMMISSION N CC287205 EXPIRES Signature and Title ;•..%ice J May 17, 1997 "-wit . BONDED MU TROY FAIN INSURANCE, INC T H E A M E R I C A N I N S T I T U T E O F A R C H I T E C T S 4 14 4 AIA Document A101 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM 1987 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The 1987 Edition of AIA Document A201, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. This document has been approved and endorsed by The Associated General Contractors of America. AGREEMENT made as of the 13th day of November in the year of Nineteen Hundred and Ninety BETWEEN the Owner: City of Atlantic Beach (Name and address) 800 Seminole Road Atlantic Beach, FL 32233 and the Contractor: Custom Construction By Harris, Inc. (Name and address) P. 0. BOX 40126 Jacksonville, FL 32203 -0126 The Project is: Donner Park Community Center (Name and location) The Architect is: Michael Dunlap AIA (Name and address) One Independent Drive, Suite #3302 Jacksonville, FL 32202 (904) 358 -1002 (904) 358 -3708 - FAX The Owner and Contractor agree as set forth below. Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963. 1967, 1974, 1977, ©1987 by The American Institute of Archi- tects, 1 New York Avenue, N.W., Washington, D.C. 20006. Reproduction of the material herein or substantial quotation Of its provisions without written permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecution. AIA DOCUMENT A101 • OWNER - CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA • ©198 THE AMERICAN INSTITUTE OF ARCHITECTS, 1'3S NEW YORK AVENUE, N . ' , WASHINGTON, D.C. 200tH, A101 -1987 1 ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement; these form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall execute the entire Work described in the Contract Documents, except to the extent specifically indicated in the Contract Documents to be the responsibility of others, or as follows: As spelled out in Bid Documents including the attached Architects Recommendation - page 9 ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of commencement is the date from which the Contract Time of Paragraph 3.2 is measured, and shall be the date of this Agreement, as first written above, unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert tbe date of commencement, if it differs from tbe date of Ibis Agreement or, if applicable, state tbat the date will be fixed in a notice to proceed.) 11/13/95 Unless the date of commencement is established by a notice to proceed issued by the Owner, the Contractor shall notify the Owner in writing not less than five days before commencing the Work to permit the timely filing of mortgages, mechanic's liens and other security interests. 3.2 The Contractor shall achieve Substantial Completion of the entire Work not later than 5 / 13 / 9 6 . (Insert the calendar date or number of calendar days after the date of commencement. Also insert any requirements for earlier Substantial Completion oJcer- tain portions of the Work, if not stated elsewhere in the Contract Documents.) 180 days from Notice to Proceed by Owner. , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to failure to complete on time.) N/A AIA DOCUMENT A101 • OWNER- CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA • 01987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1 NEW YORK AVENUE, N W., WASHINGTON, D.C. 20006 A101 -1987 2 ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor in current funds for the Contractor's performance of the Contract the Contract Sum of Dollars (B 182,287.00 ), subject to additions and deductions as provided in the Con- tract Documents. 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: SEE PAGE 9 (State the numbers or other identification ojaccepted alternates. If decisions on other alternates are to be made by the Owner subsequent to the executierr -of this Agreement, attach a schedule of such other alternates showing the amount for each and the date until which that amount is valid.) 4.3 Unit prices, if any, are as follows: N/A • AIA DOCUMENT A101 • OWNER- CONTRACTOR AGREEMENT • TWELFTH EDITION • AIAt • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS. I'35 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 2(X)06 A101.1987 3 ARTICLE 5 PROGRESS PAYMENTS 5.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. 5.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as F follows: Beginning 11/25/95. 5.3 Provided an Application for Payment is received by the Architect not later than the 25th day of a month, the Owner shall make payment to the Contractor not later than the 10th day of the f 011 o w i nr:gonth. if an Application for Payment is received by the Archite i 10 days the application date fixed above, payment shall be made by the Owner not later than days after the Architect receives the Application for Payment. 5.4 Each Application for Payment shall be based upon the Schedule of Values submitted by the Contractor in accordance with the Contract Documents. The Schedule of Values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This Schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. 5.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. 5.6 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: 5.6.1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the Schedule of Values, less retainage of ten percent ( 10 %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute may be included as provided in Subparagraph 7.3.7 of the General Conditions even though the Contract Sum has not yet been adjusted by Change Order; 5.6.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of percent ( 5 %); 5.6.3 Subtract the aggregate of previous payments made by the Owner; and 5.6.4 Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Para- graph 9.5 of the General Conditions. 5.7 The progress payment amount determined in accordance with Paragraph 5.6 shall be further modified under the following circumstances: 5.7.1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to ninety-five percent ( 95 %) of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work and unsettled claims; and 5.7.2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Subparagraph 9.10.3 of the General Conditions. 5.8 Reduction or limitation of retainage, if any, shall be as follows: (1/ it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from the percentages inserted in Subpara- graphs 5 6 / and 5.6. 2 above, and this is not explained elsewhere in the Contract Documents. insert here provisions for such reduction or limitation.) AIA DOCUMENT A101 • OWNER- CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA" • ©198- A101 -1987 4 THE AMERICAN INSTITUTE OF ARCHITECTS. 1 ^35 NEU ' YORK AVENUE. N ., WASHINGTON, D C. 20006 ARTICLE 6 FINAL PAYMENT Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when (1) the Contract has been fully performed by the Contractor except for the Contractor's responsibility to correct nonconforming Work as provided in Subparagraph 12.2.2 of the General Conditions and to satisfy other requirements, if any, which necessarily survive final payment; and (2) a final Certificate for Payment has been issued by the Architect; such final payment shall be made by 4 the Owner not more than 30 days after the issuance of the Architect's final Certificate for Payment, or as follows: Final payment, constituting the entire unpaid balance of the Contract Sum, shall be paid by the Owner to the Contractor when the Work has been completed, the contract fully performed, and a final Certificate for Payment has been issued by the Architect. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Where reference is made in this Agreement to a provision of the General Conditions or another Contract Document, the ref- erence refers to that provision as amended or supplemented by other provisions of the Contract Documents. 7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) N/A (Usury laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws and other regulations at the Ou•ner's and Contractor's principal places of business. the location of the Project and elsewhere may affect the validity of Ibis provision. Legal advice should be obtained with respect to deletions or modifications. and also regarding requirements such as written disclosures or waivers.) 7.3 Other provisions: ARTICLE 8 TERMINATION OR SUSPENSION 8.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of the General Conditions. 8.2 The Work may be suspended by the Owner as provided in Article 14 of the General Conditions. AIA DOCUMENT A101 • OWNER- CONTRACTOR AGREEMENT • TWELFTH EDITION • MAI • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1 - 35 NEW 1'ORK AVENUE, N W.. WASHINGTON. D.C. 20006 A101 -1987 5 ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated as follows: 9.1.1 The Agreement is this executed Standard Form of Agreement Between Owner and Contractor, AIA Document A101, 1987 Edition. 9.1.2 The General Conditions are the General Conditions of the Contract for Construction, AIA Document A201, 1987 Edition. 4 ' 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated 7 / 25 / 95 i, , and are as follows: • Document Title Pages Specification Book - Dated 7/25/95 Revised 10/2/95 • 9.1.4 The Specifications are those contained in the Project Manual dated as in Subparagraph 9.1.3, and are as follows: (Either list the Specifications bere or refer to an exhibit attached to this Agreement.) Section Title Pages See Page 9 AIA DOCUMENT A101 • OWNER- CONTRACTOR AGREEMENT • TWELFTH EDITION • AIAt • C198' THE AMERICAN INSTITUTE OF ARCHITECTS. 1"35 NEW YORK AVENUE. NW, WASHINGTON, D.C. 20006 A101 -1987 6 • 9.1.5 The Drawings are as follows, and are dated 1 0 / 2 /95 unless a different date is shown below: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) Number Title Date A -1 Site Plan 10/2/95 A -2 Foundation Plan 10/2/95 A -3 First Floor Plan 10/2/95 , A -4 Roof Framing Plan 10/2/95 A -5 South Elevation /East Entry Elevation 10/2/95 A -6 North /West Elevations 10/2/95 A -7 Detailed Bulding Drawing 10/2/95 A -8 Typical Wall Section 10/2/95 A -9 Reflected Ceiling Plan 10/2/95 AR -1 Structural Floor Plan 10/2/95 AR -2 Truss /Rafter /Gable 10/2/95 S -1 Gable /Frame 6/5/95 S -1 Gable /Frame (Alt.) 10/2/95 E -1 Electrical Lighting /Power 10/2/95 M -1 HVAC Mechanical Floor Plan 10/2/95 M -2 Survey 10/2/95 P -1 Plumbing Floor Plan 10/2/95 1 of 2 Landscaping 10/2/95 2 of 2 Landscaping Specifications 10/2/95 9.1.6 The Addenda, if any, are as follows: Number Date Pages N/A Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. AIA DOCUMENT A101 • OWNER- CONTRACTOR AGREEMENT • TWELFTH EDITION • MAe • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A101 -1987 7 9.1.7 Other documents, if any, forming part of the Contract Documents are as follows: (List here any additional documents which are intended to form part of the Contract Documents. The General Conditions provide that bidding requirements such as advertisement or invitation to bid, Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) t This Agreement is entered into as of the day and year first written above and is executed in at least three original copies of which one is to be delivered to the Contractor, one to the Architect for use in the administration of the Contract, and the remainder to the Owner. OWNER ` � CO TRACTR i/ni A.) (Signature) (Signature) City of Atlantic Beach Custom Construction By Harris, Inc. ( ted name and title) (Printed name and title) �C /n1 .D , L671 (3A(1 e try AlAvAc, AIA DOCUMENT A101 • OWNER- CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1 NEW YORK AVENUE, N V., WASHINGTON, D.C. 20006 A101 -1987 8 OCT -25 -95 WED 16:16 MICHAEL DUNLAF' 241 6363 P.01 MICHAEL DUNLAP AIA ONE INDEPENbENT OWE SUITE 3302 JACKSONVILLE, FLORIDA. 32202 (904) 358 (FAX) 358 -3708 4, . r 23 October 1995 • Memo / Architects Recommendation: Re: Donner Park Community Center' Base Bid/ Custom Construction by Hams $189,000. Alternate #2 - 2,600. Alternate #4 - 3,000. Alternate #7 - 1,113. Total Bid $ 182,287. The Entry Doors (in Base Bid) are important to the design of the Project. See Attachment for Comparison to Alternate #1. ARCHITECT CITY OF 1, r'lt etaree - 96 4 800 SEMINOLE ROAD 1 - ATLANTIC BEACH, FLORIDA 32233 -5445 .Ot TELEPHONE (904) 247 -5800 FAX (904) 247 -5805 February 13. 1996 Michael Dunlap Architect One Independent Drive, Suite 3302 Jacksonville, FL 32202 Re: Donner Park Community Center Dear Mr. Dunlap: Please be advised that all correspondence, reports and /or notifications be directed to the undersigned as Building Official. If you have any questions please do not hestitate to contact me. Sincerely, " Don C. Ford Building Official DCF /pah cc: City Manager Jn u =, —4r7F CUSTOM CONSTRUCTION BY HARRIS, INC. P. 0. BOX 40126 aACKSONVILLE, PL 32203-0126 (904) 353-5623 (904) 353-2888 (904) 354-3022 FAX DATE: February 5, 1996 TO: Michael Dunlap FROM: Robert L. Harris, Sr. RE: Electrical We would like a meeting with you and the electrical contractor to discuss your letter of concern and the attached letter of the electrical contractor with design problems with the electric on the corner. k , Anytime this week will be fine. , Please advise. , / Aro"' 1 , ) , . \ . t I f :4t 1, e , \ t ( 1 ) I \ . , , - r / ) 1 1 1 , A A ra k il From ` F.E. Bay Electric Co. , Iris FA%; 1:904)356 —1-)t R.E. BAY ELECTRIC CO., INC. ESTABLISH 1930 ECO000161 ELECTRICAL ENGINEERING. CON REPAIR 3? 04 MAINTENANCE 2368 HARPER STREET JACKSONVILLE, FL. (904) 356 -1271 FAX (904) 356 -1272 FEBRUARY 1, 1996 CUSTOM CONSTRUCTION ATTN: BOB HARRIS 901 LIBERTY ST JACKSONVILLE, FL. 32208 -5641 SUBJECT: Donner Park Community Center Re: Letter Dated 30, January 1996 from Michael Dunlap to Jim Jarboe Mr, Harris Item #3 of the above mentioned letter stated that no 2" conduit for electrical service Is installed. the problem has not been We have discussed this previously end to my knowledge p resolved. Stated tgaln the problem Is that we are not able to 1t' teti a 200a rain tight disconnect, a 30a ruin tight, and a 200e meter socket in the limited apace as shown on the drawing sheet E -1. A 200a disconnect switch is 153/8" wide, a 30a disconnect switch is 9-1/4" wide and there should be et least 6 space for the handle operation between switches, and between switch and wall. tills spud) Is else restricted by the meter on the adjacent wall. On the adjacent wall we have a 12" meter socket that must be offset to clear the 6" depth of the 200a disconnect. he you can see this area is not sufflolefrt to permit installation of all this equipment and be In compliance with the National Electrical Codes rules. We nerd to have a meeting with ell parties oortbersted to resolve this Issue so thet the project may proceed. If I can be of any further assistance p lesase call. • Gerald H. Collins P.E. President PSR•f38 . 1 1 4 4 2 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PE I R M ,,XT INPOI ;, TI -....- ' �.....�� .. _ P t Number : i1:44 h4CA' ION INPORmATt tN Permit Type mECN AN ,. Address: 2072 CIEOROE STREET 'T -ass of War M ATLANT BEA CH, PLORIpA 32233 Cons t r , ed : Type : WOOD PR AI E ; - Et a AL DE3CR Z PT Z OIL - - I ro + sl Dw l 2 o s s , Us RECREM xoNAL S Township: RNect an. __ ` Cade 0 G. 0 Estimated, Valu : St� . tl0 S IrnProv, 'Coast: SD .6o_ � ~ • ,00 B C . •f?O � ; � A TXO - _ APPLZ A''ZON PEES - Add } '; � 15 ANTIC BEA --•-•- - • �� DE STREET S!3 . {?U ;,� � W , 1 � IMPAC I?` EE $0 q0 • pp W , , ... ` " *n 2 5610 ; RADO R M TIIR f T AP E .` Q 00 4 fi 4 N G S- B 4. : ' . ' , --,».» _- ..N , � T � NP'ORM ON -- - -- ,.- I arne > I ' RADON CAB 5% SI . DD . 2_. HEATING . .' , , .. tI AC M • . .. , A $ . 4 m �� S ET S EW ER `P` • , JAC $q < t?tI it :Li P 3220E C CT, CONNEC t ti 1 . t)0 Tai * s • : � .o , ; , , 3 Ty. pie . SEC if IMPACT • FEE. . r3Ct { •�y-. �'} j 11jI J' � a SAAR 4 ATI:. BCH'" ; ' .. ` NOTES: NOTICE,, ALL FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUR D ING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN "PUBLIC SPACE, AND MUST BE CLEARED UP; AND, HAULED AWAY BY EITHER CONTRACTOR OR OWNER F AILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN R IN :HE. PROPERTY.OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" 1 JED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR V PQLA T ION . OF APPLIC PR+ ISIONS OF LAW AT BEACH BUILDING D EPART M ENT By. 4,4, BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC SSACN, rLORt0A SIM APPLICATION FOR MECHANICAL PERMIT CAL41N NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. 1. LOCA TION Sheet Address: (. 7 ._? Of Ielenes ia. Stmt.: Ouhvm 6.77E7/26:g' A•d elY7/2Grf WILDING :n►•divielss 11. IDENTIFICATION — To be completed by ell applicants • i• c...41.04e of permit qh.* (or oleic, M• work es bscrib•d in M. above statment w• hereby some to perform said work M •ccord.nc• wiM the •N•c►rd pleas and NMCificedens which are • part h•rmo( and is •eeordaec• with the City of Jacksonville ordin•nc/s and standards ei seal prscs.c• listed Oser•in. Mow ale. Ai~i1 /7-1-26-7 A°1 :peso. of Ae Owes. Signet** e/ or Architect et bst•••r SAMNA 111. SAMN ' A ' Tyke of WA.. fool: a. Bedsit IS OTNp CONSTRUCTION DUNS 001111 THIS MUMS 011 SITS? O tree — 0 V 0 Nelrnl 0 Cenad UUI O Oa 1? M e1VE 11111411111 OPCON$TRUCTION O OA.. — Soo* , PEIM.IT I ( i 7 rv. 1410wNICAL SQU USfl 1O as moue NATURE OP NOOK (is.v:le a..piele irk e1 eenpes.il •,a bad of Ms bail ❑ neelde- ual or Commercial .!E Neel 0 hen O awwed 0 Goal 0 A.s, yin New wain, Air c..Mie.ieS: O Isom 0 Ciskei 0 BMWs, Building O Ow! ftreloo: kki000 / 4267)Q4— r—•.,. 0 niplaoanent 01 existing syster o Maisie oepo.Nlr / 1/41 ‘ ) w'w a1+ New MletiNetlon (No '� ( system prerlouegr Installed) O «ea Elibnslen M widow to existing ovum O Gerry Nor: Caps" 9.0" O ' — y!olh O Rs. Notaww: N•ri.r o/ Issb O Itorot.► O MaEM C loololofouviori O i"'i.e s�.ierl 11Ni SCE a'1 f ONLY • O 1 '�" =-- .:•wrist Eswsli. O UAW rwure %gum O Min Pam* Appawd tr _ O orb.► -. Swap htr.0 �.. UST ALL *QUlrMSW Aa CONDITIONING AND RW./RIGt1ATION EQuIPISICNT MYER Daft mil„ Mold Maim illrellasforse C a= 'n =rr �L. COvo&yi ; uf4T 3ryc3 0344 , 61 - 000,2 3 0 ORATING • PURNADHL ROILU$, limber aft arsopain loser shurep r-iwirover .1 CUSTOM CONSTRUCTION BY HARRIS, INC. P. 0. Box 40126 Jacksonville, FL 32203 -0126 904 353 -5623 FAX 904 354 -3022 APPLICATION FOR PAYMENT NO. 2 INVOICE NO. 95 -05 Project: DONNER PARK COMMUNITY CENTER Orginial Contract Amount $ 182,287.00 Net change Orders $ 000.00 Total Revised Contract $ 182,287.00 1. Value of orginal contract work performed.to date $ 69,600.00 2. Extra work performed to date $ 0.00 3. Add: Materials stored at closed of this period $ 0.00 4. Total Value of work performed to date � p 69, 600.00 5. Less: Amount retained _10 percent R Z �C 6,960.00 6. Net amount earned on contract to date P p po NG $ 62,640.00 7. Less: Amount of previous payments 0 $ 16,950.00 8. Balance due this payment n J 45,990.00 � G �- �• o " . " �JF�vcT (1 000.00 ✓ � M..l�u�c ��.�'�-�c�j 1 s cl o" ;a , o c) I certify that all items and amounts shown o - of t Periodical Estimate are correct; that all work has be - ,t.1 ormed and /or materials supplied in full accordance with the terms and conditions of the contract between the city of Atlantic Beach in Florida and Custom Construction by Harris, Incorporated; that the items for which payment is requested have not been apid and that the are not Venders, Mechanics, or other liens or rights to Fens or conditional sales contracts which shall be satisfied or d s h -rged f. u h payment as made. By: Agqf Title: . ice_ /06: .91 o ,,•rJ� /O p D DONNER PARK COMMUNITY CENTER PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, CUSTOM CONSTRUCTION BY HARRIS in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until FEBRUARY 13, 1995 (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ _45990.00 In witness whereof, I /we have executed this instrument under seal this 13TH day of FEBRUARY , 1996. Notary State o Flo ida r _ OM CONSTRUCT ON ,Co • an N My Commis-'•n Expires: Expires: ARA MARY S. SMITH ; 11 .1.1../ •� MY COMMISSION N CC287206 EXPIRES �i PIRES + ', i May17,1997 Son ture 'nd itle SONDEDTNRU TROY FAN INSURANCE. INC. O I O N N N N N O O S V 0 01 .b W N -& O 10 S V 01 0 4. 4 N i 111111111111114111m, iii if 1 D � M Q Poll. n Ili 1 is 0 k,, 1 3 .1 / i p 1 1 3 1 i g11111111111111111111111 i i i g 1 1111111111 4 8 ill Q '3 10 Is 8188818 8 0 li ir q p 8 i `aQO p p � i 1� i i � r IP 11 111811111111 111818 p p � � P � � � � � � � � p � i � p i 1g p 8818188888888888118 8888881188 4/ 1 • tilt LAWS VANG111 PORN NM IS 7111.111 Nance of (Commencement 111 IN 11110 Ca Wpm it nu% tants= The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. en 0. Description id property.....1 Bk.: 8232 PI: 1799 Doeir952 rti Filed & Recorded — 1.21.D&Z.15 — 02:03:02 P.M. HENRY W. COOK 0 0 ....... Ise DUVAL COUNTY, FL General description of in■proveinents. .C CO S7 Lic ( Own., .. ,evric 62=4 cici ./Q0/?4...e...7..1-d...A.L.-L27c- 4 5- 15 c O wner ' s inland in site of the improvement / ••••■•••■■ •••••••••• 01 NM. 0.00•■■••••••••••••••••• fee Simpi. Ti ki kidder Of ether than owner) Nome AT/4 66000110 •••••••••• 0.6 61169 ••••• Address---- •••••••••■••••••••••• •••■•••• •••• CAmtrwier 7-0 4 A ) -4SZAY- it/ QA-) LUMBERMEN EXECUTIVE PAVILION • SUITE 505 { 300 N.W. 82nd Avenue i c V P lantation, Florida 33324 (305) 474 -7603 • (305) 474 -7605 ` 0 F F L OR ID A WARNING TO OWNER: UNDER FLORIDA LAW, YOUR FAILURE TO MAKE SURE THAT WE ARE PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM HE UNDERSIGNED 310 EVERY TIME YOU PAY YOUR CONTRACTOR u o oas NO, , T O OWN / PRELIMINARY.NOTICE 01/04/96 435310 ATLANTIC BEACH, CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 Please be informed that the undersigned is furnishing, or has furnished the following described materials, labor, and /or services: FURNISH OR RENT CONSTRUCTION EQUIP AND /OR SUPPLIES for the improvement of real property described as: NTO:196 -87070 in DUVAL County, FL Recd:01 /03/96 Street:2072 GEORGE ST, ATLANTIC BEACH DONNER PARK COMMUNITY CENTER I I under an order given by: CUSTOM CONSTRUCTION BY HARRIS INC Florida law prescribes the serving of this notice and restricts your rights to make payments under your contract in accordance with Section 713.06, Florida Statutes, IN THE EVENT THAT THE CONTRACT FOR IMPROVEMENTS IS BONDED, PURSUANT TO SECTION 713.23, FLORIDA STATUTES, SECTION 255.05, FLORIDA STATUTES, TITLE 40 U.S.C. SECTION 270, OR ANY OTHER FORM OF BOND, THE UNDERSIGNED INTENDS TO LOOK TO THAT BOND FOR PROTECTION AND PAYMENT. THE UNDERSIGNED REQUESTS A COPY OF THE PAYMENT BOND AND A COPY OF ANY DIRECT CONTRACTS PERTAINING TO THE IMPROVEMENTS FOR THIS PROJECT AND AGREES TO PAY REASONABLE COPY COSTS FOR SUCH COPY. THIS NOTICE IS NOT A LIEN, CLOUD NOR ENCUMBRANCE UPON TITLE TO YOUR PROPERTY. NOR IS IT A MATTER OF PUBLIC RECORD. IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida's laws, those who work on your property or provide materials and are not paid, have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF: RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. LEARN more about the Construction Lien Law, Chapter 713, Part I, Florida Statutes, and the meaning of DOVAL i e by c tt a Ling an attor ey or t h e F CORP DDepartment of Professional Re elation. All demands pursuant to Chapter 713 Florida Statutes are to be directed to: RENTAL Van Saliba By: General Contractor: Van Saliba Authorized Agent For: DUVAL EQUIP #15 RENTAL SERVICE CORP CUSTOM CONSTRUCTION BY HARRIS (904) 739 -0462 941 N LIBERTY ST 8618 PHILLIPS HWY JACKSONVILLE FL 32206 -5676 JACKSONVILLE FL 32265 TAMI SURETY (BOND WAIVED) II~- p t' ; H a ' i 1t it, Ir ....- , 4 i 1 996 Building and Zoning CUSTOM CONSTRUCTION 904 354 3022 P_01 4tSTOM Xity ARR1S P. O. BOX 40126, JACKSONVILLE, FL 32203 -0126 (904) 353 -5623 - FAX (904) 354-30i`2 Robert L. Harris, Sr. President irTg7:q January 25, 1996 AN 2 `,; 1996 Building and Zoning TO: Mike Dunlap FROM: Robert L. Harris, Sr. RE: Kinco Windows Attached is the Memo in regards to the Kinco Windows. t CC: Jim Jarboe - / City of Atlantic Beach, Florida% �1 P.0 JAW- -96 WED 16:13 ORMSTRoNG,..P',LDRS PT IV ` -2S -Sn WEP 16116 MICHREI. LV' Lri X41 b3E, ( A-------".."---..--- MICH A, £L DUNLAP AIA ONE INDEPEN'C►L:Nr 1 UVE SUITE 3302 _ _ _ 1.e1 JACKSONVILLE, FLORIDA 32202 (904) 358.1002 (FAX) 358.3 ?08 ,i : . .., , . 1 I 1 J M • 23 October 1995 if Memo / Architects Recommendalio4; Re: Donner Park Community Center') :: :. . Base Bid/ Custom Construction by Harris 189,000. Alternate N2 2,600. Alternate #4 3 Alternate #7 - 1,113. Total Bid ;182,887. The Entry Doors (in Base Bid) are important to the design of the Project, See Attachment for Comparison to Alternate #1, .JHN- 24 WED 16:13 ARMSTRONG ELDR6 INC E1 EL CTRJCAL PLAN 1) provide Cost Addition (Alternate 3) to provide 'W lighting fixtures as indicated on the drawings sheet A-1. ( P 1 paw TNO PLAN 1) Delete P5' sink (use cultured marble top/integral basin as equal to Empire Marble In:. with integral oval lavatory. 2) Item #5 check valve: Not in contract, by Owner. DOOR SCHEDULE: A. Provide Cost Deduction (Alternate # 1) to substitute the following doors: • Mark Size Type Notes 1) Pr 3'O" x 6'8 "x 1 3/4" Wd/ GI 2,7,8 19) Provide 3/4" ply shutter with top hinge /Delete alum roll up door and related latc1 . hardware, and pulley assembly, Hinges: 3 1/12 "x31 /2 -2 pair removeable pin. Delete roll up door assembly B. Modify the following door /frame: 2 &3) Provide 1/2 "x10" Birch Ply Transom at head to match 7' -6" window ht. Interior/Exterior (Paint). See Sheet #A -7, Provide 1/4" tempered glazing at doors, WINDOW SCHEDULE: A. Window unit 'B' - Provide Pella Praline single hung clad window PC0759 (3'1" 4'11 ") with 5/ '- '- ipsulated clear glazing/ White finish/ Half Screens. .P ovide alternative Cost Deduction (Alternative 2) to substitute Kinco TB -1 Aluminum wind ws, hite Finish as listed below, replacing Pella Praline Specification. Mark Size Mfg/Cat no. Type Glazing Notes B. 3'1 "x5'3" Kinco 25 SH 9/16" tempered C. 2'2 1/2" x 2'2" Kinco 1/2 32 SH 9/16" DSB D. 3'1"x 2'2" Kinco 22 SH 9116 "DSB END MICHAEL DUNLAP AIA ONE INDEPENDENT DRIVE SUITE 3302 JACKSONVILLE, FLORIDA 32202 (904) 358 -1002 (FAX) 358 -3708 13 February 1996 To: Mr. Jim Jarboe City Manager City of Atlantic Beach From Michael Dunlap Architect A001, Re: Donner Park Community Center Change Order # 1. 1. Provide relocation of electrical meter and electrical panel as specified in the attached drawings M2 & El, Revision Date 2/10/96. Note Electrical Schematic (El) requirements, which delete several switching panels. cc: Mr. Bob Harris Mr. George Worley ARCHITECT F A C S I M I L E To . tit? t' REFERENCE ,.cz'ar -7 Cow DATE 11/5 7f4 2 PAde MICHAEL DUNLAP ARCHITECT ONE INDEPENDENT DRIVE SUITE 3302 JACKSONVILLE, FLORIDA 32202 904.358.1002 FAX. 388.3708 CUSTOM CONSTRUCT ION BY HARRIS , INC. P. 0. Box 40126 Jacksonville, FL_ 32203 - ..0126 904 353-5623 FAX 904 354 -3022 APPLICATION FOR PAYMENT NO. 4 INVOICE NO. 95-06 ............................. Project: DONNER PARK COMMUNITY CENTER Orginial Contract Amount $ 182,287.00 Net change Orders $ 000.00 Total Revised Contract $ 182,287.00 1. Value of orginal contract work performed.to date $ 132,900.00 2. Extra work performed to date $ 0.00 3. Add: Materials stored at closed of this period $ 1,500.00 4. Total Value of work performed to date $ 134,400.00 5. Less: Amount retained __10__, percent $ 13,440.00 6. Net amount earned on contract to date $ 120,960.00 7. Less: Amount of previous payments $ 92,160.00 8. Balance due this payment $ 28,800.00 I certify that all items and amounts shown on the face of this Periodical Estimate are correct; that all work has been performed and /or materials supplied in full accordance with the terms and conditions of the contract between the city of Atlantic Beach in Florida and Custom Construction by Iiarr's, Incorporated; that the items for which payment is requested have not heel ap'd . n that the are not Venders, Mechanics, or other liens or rights to 1i-n..l or onditional sales contracts which shall be satisfied or di : • 1 - -- Ic. r such payment, as made. /I ' \iG By` - __..__ .. _. 4 . _ _. .___._.._.__..,.__...._. APPROVED CITY OF n ATLANTIC BEACH PR 2 1996 pppppgppppppp p W 88888888888888 8 888 8 8 e l Iii§iiiiiiiiii FM. § 1 r i O 8888888888888888888888888 �. 0000 Eli 1 €Z 0 a 88 8888888888888888888888888888 F. iiiiiiiiiiiri i gi v a r r r F � f0 J I° 4 pp O t P J 6a 1 r r N O - 8 6 ; 888888888888888 888 8 r � g2 ; ig��o��iifld rr c�a Ill 888888888888 8 8 8 e h UUIIIIUI 1 r 88 8 e� a v gui$vijuiuHuiw s 8 r Ro F ‘& J W 0 ; 1 a U - E z z % Q o z z N 8 m � W Z V z Ps2 1 Q LLO 0 43 1 1 Wi 0 D II q rN 41 It 10 P. 0A 0 r Nn y0Oh A0 NN NNlrYNNtN DONNER. PARK COMMUNITY CENTER PARTIAL WAIVER AND RELEASE OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, CUSTOM CONSTRUCTION BY HARRIS in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, A'T'LANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until APRIL 22, 1996 (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will he made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ _28,800.00 In witness whereof, I /we have executed this instrument under seal this 22ND day of APRIL , 1996. Notary State of ' Iorida AIV>,_ _ !l'r. _ CUS ► CONSTRUCTION Comp,n, Name tp ommis ► fires :* MY COMMISSION N CC287205 EXPIRES l2> 17 1997 ' 'R 80NOE0 THRU TROY FAIN INSURANCE, INC. S i g n a t ire and Title CITY OF ATLANTIC BEACH CITY COMMISSION MEETING AGENDA ITEM: Change Order for Dononer Community Center SUBMITTED BY: Michael Dunlap DATE: April 3, 1996 BACKGROUND: Chamge Order for Donner Community Center RECOMMENDATION: ATTACHMENTS: Change Order #2 for Donner Community Center REVIEWED BY CITY MANAGER: AGENDA ITEM NO. 21 March 1996 Via Facsimile To: Mr. Don Ford Building Department City of Atlantic Beach From: Michael Dunlap Architect Re: Donner Park Community Center Change Order # 2. 1. Related Cost for Architectural /Engineering revisions, (Change Order #1, Attached) $385.34 Options: 2. Additional rail at entry stair $210.00 3. Provide 3) 8' aluminum roof vents at south side of main roof area $300.00 Total $895.34 cc: Mr. Bob Harris Mr. Jim Jarboe Whole Building Performance Method for Commercial Buildings Form 400A -94 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA /COM -94 Version 2.1A PROJECT NAME Donner Park Community Cente PERMITTING OFFICE: ADDRESS: George Street Atl. Bch., FL _Atlantic Beach CLIMATE ZONE: 3 OWNER: City of Atlantic Beach Flor PERMIT NO: AGENT: JURISDICTION NO: BUILDING TYPE: _Service Establishments CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Limited /Special Use CONDITIONED FLOOR AREA: _1846 NUMBER OF ZONES: 1 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 3 COMPLIANCE CALCULATION: METHOD A DESIGN CRITERIA RESULT A. WHOLE BUILDING 43.94 100.00 PASSES PRESCRIPTIVE REQUIREMENTS: LIGHTING EXTERIOR LIGHTING 120.00 920.00 PASSES LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1. SEER 10.00 10.00 PASSES HEATING EQUIPMENT 1. HSPF 6.80 6.80 PASSES AIR DISTRIBUTION SYSTEM INSULATION LEVEL 1. Ventilated 6.00 6.00 PASSES WATER HEATING EQUIPMENT 1. EF 0.95 0.89 PASSES PIPING INSULATION REQUIREMENTS 1. Non - Circulating 1.00 1.00 PASSES COMPLIANCE CERTIFICATION: I hereby certify that the plans and Review of the plans and specifica- specifications covered by this calcu- tions covered by this calculation lation are in compia•. - w' the indicates compliance with the Florida Energy) lc ,% Florida Energy Efficiency Code. PREPARED BY: !.J Before construction is completed, DATE: 0-/.6 - ' this building will be inspected for compliance in accordance with I hereby certify that this building is Section 553.908, Florida Statutes. in compliance with the Florida Energy BUILDING OFFICIAL: Efficiency Code. DATE: OWNER /AGENT: DATE: t I hereby certify( *) that the system design is in compliance with the Florida Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION /STATE ARCHITECT : i / A/ 1 _ MECHANICAL: j irmir _ em i /�� -� n PLUMBING : ar na%'m`rr_ ii i /L(/ /,r/ // ELECTRICAL : / � % 1 /FA/ z i/r /`j./ n � I��j�� LIGHTING : IF ZZirWfM,/M _ ( *) Signature is required where 47 .rida 'aw r :-quires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed /sealed plans. BUILDING INFORMATION COMPLIANCE CHECK 401. GLAZING- -ZONE 1 v Elevation Type U SC VLT Shading Area(Sqft) North Commercial 0.58 0.88 0.90 Continuous Ove 126 East Commercial 0.51 0.88 0.90 Continuous Ove 70 South Commercial 0.51 0.88 0.90 Continuous Ove 126 West Commercial 0.51 0.88 0.90 Continuous Ove 0 Total Glass Area in Zone 1 = 322 Total Glass Area = 322 402. WALLS - -ZONE 1 Elevation Type U Added R Gross(Sqft) North 2X6 FRAME PARTITION 0.061 19 600 East 2X6 FRAME PARTITION 0.061 19 300 South 2X6 FRAME PARTITION 0.061 19 600 West 2X6 FRAME PARTITION 0.061 19 300 Total Wall Area in Zone 1 = 1800 Total Gross Wall Area = 1800 403. DOORS- -ZONE 1 Elevation Type U Area(Sqft) North 1 -3/8 Wood Door -Solid core flush 0.39 21 East 1 -3/8 Wood Door -Solid core flush 0.39 70 South 1 -3/8 Wood Door -Solid core flush 0.39 70 Total Door Area in Zone 1 = 161 Total Door Area = 161 404. ROOFS- -ZONE 1 Type Color U Added R Area(Sqft) Steel Sheet with 1" Insulation Medium 0.213 26 1800 Total Roof Area in Zone 1 = 1800 Total Roof Area = 1800 405. FLOORS ZONE 1 Type R Area(Sqft) Slab on Grade /Uninsulated 0 1800 Total Floor Area in Zone 1 = 1800 Total Floor Area = 1800 406. INFILTRATION 'CHECK Infiltration Criteria in 406.1.ABC.1 have been met. 407. COOLING SYSTEMS Type No Efficiency IPLV Tons 1. Split System 2 10.0 10.0 3.00 408. HEATING SYSTEMS Type No Efficiency BTU /hr 1. Split System 1 6.8 3600 409. VENTILATION CHECK Ventilation Criteria in 409.1.ABC.1 have been met. 410. AIR DISTRIBUTION SYSTEM AHU Type Duct Location R -value s 1. Split / PTHP Air -to -air Heat Ventilated 6.0 411. PUMPS AND PIPING ZONE 1 Type R- value /in Diameter Thickness 1. Non - Circulating 4.0 1.0 1.0 412. WATER HEATING SYSTEMS -ZONE 1 Type Efficiency StandbyLoss InputRate Gallons 1. < =12 kW 0.95 0.05 4.5 30 413. ELECTRICAL POWER DISTRIBUTION CHECK Metering criteria in 413.1.ABC.1 have been met. Transformer criteria in 413.1.ABC.2 have been met. 414. MOTORS Motor efficiencies in 414.1.ABC.1 have been met. 415. LIGHTING SYSTEMS -ZONE 1 Space Type No Control Type 1 No Control Type 2 No Watts Area(Sqft) Auditorium 1 On /Off 1 On /Off 1 2868 1800 Total Watts for Zone 1 = 2868 Total Area for Zone 1 = 1800 Total Watts = 2868 Total Area = 1800 CHECK Lighting criteria in 415.1.ABC have been met. 16. HVAC load sizing has been performed. (407.1.ABC.1) 17. Duct sizing and design have been performed. (410.1.ABC.1.2) 18. Testing and balancing will be performed. (410.1.ABC.4) 19. Operation /maintenance manual will be provided to owner.(102.1) MULTIPLE -HOUR DESIGN LOAD OUTPUT SITE : Jacksonville, Florida DATE : 12 -07 -1995 ZONE : GAMEROOM 60501871.0 ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MAXIMUM ZONE COOLING LOADS Sensible Load Total Load Supply Air No. Month Hour (Tons) (Tons) (CFM) 1 Oct 1500 4.41 5.58 2,400 2 Aug 1700 4.00 5.40 2,400 3 Jul 1700 3.88 5.25 2,400 4 Jun 1700 3.79 5.19 2,400 5 Jul 1500 3.86 5.10 2,400 6 Jun 1200 3.21 4.40 2,400 7 Dec 1300 3.39 4.05 2,400 8 Oct 1000 2.96 3.78 2,400 9 Aug 900 2.72 3.75 2,400 10 Jun 800 2.34 3.24 2,400 4 i � ,/t� /11 9 7--*9‘2€9 SINGLE -HOUR LOAD CALCULATION OUTPUT DATE : 12 -07 -1995 TIME • Oct 1500h SITE : Jacksonville, Florida OUTDOOR : 89.6/ 73.6 F ZONE : GAMEROOM INDOOR 75.0 F JOB : DONNER PK., ATL., BCH., 60501871.0 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE DESIGN COOLING LOAD SUMMARY SENSIBLE LATENT LOAD COMPONENT (BTU /hr) (BTU /hr) SOLAR GAIN 21,281 0 GLASS TRANSMISSION 2,710 0 WALL TRANSMISSION 2,172 0 ROOF TRANSMISSION 1,722 0 TRANS. LOSS TO UNCOND. SPACE 0 0 LIGHTING ( 2,372 W TOTAL) 8,093 0 OTHER ELEC. ( 923 W TOTAL) 3,149 0 PEOPLE ( 13 PEOPLE TOTAL) 3,185 2,665 MISCELLANEOUS LOADS 1 1 COOLING INFILTRATION 2,036 2,861 COOLING SAFETY LOAD 0 0 SUB - TOTALS 44,351 5,527 NET VENTILATION LOAD ( 420 CFM) 6,617 8,494 SUPPLY FAN LOAD (BHP= 0.8) 1,941 0 ROOF LOAD TO PLENUM 0 0 LIGHTING LOAD TO PLENUM 0 0 TOTAL COOLING LOADS 52,908 14,021 TOTAL COOLING LOAD = 66,929 BTU /hr or 5.58 Tons or 331.0 sqft /Tons ZONE TOTAL FLOOR AREA = 1,846.00 sqft ZONE OVERALL U- FACTOR = 0.089 BTU /hr /sqft /F ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Transmission and Solar Gain by Exposure LOAD COMPONENT AREA TRANSMISSION SOLAR GAIN (sqft) (BTU /hr) (BTU /hr) GLASS LOADS:NE 0 0 0 E 28 208 699 SE 0 0 0 S 147 1,095 16,561 SW 0 0 0 W 42 313 2,854 NW 0 0 0 N 147 1,095 1,167 H 0 0 0 WALL LOADS: NE 0 0 - E 410 316 - SE 0 0 - S 448 1,056 - SW 0 0 - W 308 468 - NW 0 0 - N 453 331 - ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SINGLE -HOUR LOAD CALCULATION OUTPUT DATE : 12 -07 -1995 TIME • Oct 1500h SITE : Jacksonville, Florida OUTDOOR : 89.6/ 73.6 F ZONE : GAMEROOM INDOOR 75.0 F JOB : DONNER PK., ATL., BCH., 60501871.0 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** COIL SELECTION PARAMETERS pg 2 COIL ENTERING AIR TEMP. (DB /WB) = 77.6/ 65.4 deg F COIL LEAVING AIR TEMP. (DB /WB) = 57.1/ 56.0 deg F COIL SENSIBLE LOAD = 52,908 BTU /hr COIL TOTAL LOAD = 66,929 BTU /hr COOLING SUPPLY AIR TEMPERATURE = 57.9 deg F TOTAL COOLING CFM (actual) = 2,400 CFM TOTAL COOLING CFM (std. air) = 2,398 CFM COOLING CFM /sqft = 1.30 CFM /sqft RESULTING ROOM REL. HUMIDITY = 52 % COIL BYPASS FACTOR = 0.100 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SINGLE -HOUR LOAD CALCULATION OUTPUT SITE : Jacksonville, Florida DATE : 12 -07 -1995 ZONE : GAMEROOM WINTER DB : 29.0 F JOB : DONNER PK., ATL., BCH., INDOOR DB : 72.0 F Hourly Analysis Program 60501871.0 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE DESIGN HEATING LOAD SUMMARY Note: Heating load is computed at winter design condition. LOAD COMPONENT LOAD (BTU /hr) WALL TRANSMISSION 4,316 ROOF TRANSMISSION 2,810 GLASS TRANSMISSION 7,983 TRANSMISSION LOSS TO UNCOND. SPACES 0 INFILTRATION LOSS 5,996 SLAB FLOOR 6,036 HEATING SAFETY BTU /hr 2,714 SUB -TOTAL 29,854 NET VENTILATION LOSS 19,488 TOTAL HEATING LOAD 49,341 HEATING SUPPLY CFM 1,537 CFM HEATING SUPPLY AIR TEMPERATURE 90.0 deg F HEATING VENTILATION AIR CFM 420 CFM HEATING SEASON ROOM DRY BULB TEMP. 72.0 deg F ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DATE: PRE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL. INSPECTION(S) HAVE BEEN NADE AND ARE SATISFACTORY: /)?/ /6 Albbl-K-LL Enclosed are the blue copies of the permits. SINCERELY, ;) e. BUILDING INSPECTION DIVISION cc:FILE CITY OF ATLANTIC BEACH APPLICATION � 0 PLUMBING PERM I T JOB LOCATION: ��% OWNER OF PROPERTY: 1 �'G 'oC PLUMBING CONTRACTOR 4/, 1 CONTRACTOR'S ADDRESS: /6 - i f STATE LICENSE NUMBER: TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS 2 BATH TUBS I DISHWASHERS URINALS / DISPOSALS CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: x $3.50 + $15.00 MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: / . S I GNAT OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247 -5834 f6 LNG 'cz _ / „ ii 7 _ y 0 000 t2S S r_ y 1 I NT-t.* „--„ _ - tug 11 \ ) INTtto -S/fLA W007 ,‘, 2 \ _ Ntsi NcrrE P I \ 33 PA5C(A C 1 - > j_JOUVri (Utelle et FLOOR PLAN � ?NW' #�(t' p8 CALE: /4 = -D I,')h6. \ 1 f 1 I U U U U r W ,t),- OFFICE - READING Roo n r5 \ . I r SHEt-vE.S CLOSET \r. -.4\1 \/ I NGLL 6 CONCESSION - ` _ J . i f' GAME ROOt I 0 ° 411 WOM EN'S Q \ / D p'IEN'S ROOM I / ROOT I I - L-J Cl 0 no e L rto if 0 7 - 7 0 r3 P . r-- 012.0trrIA ...i) /- B U1011EN'' PW O Q1 I` ROOM oon ? f 11 Roor 12 ei prot /4 ,.:1--- - r / 7 8 3. // � I 11 f1 R ll f1 toiL, f $ CoLoktos XE ltd Receipt0 110331 HENRY W. COOK CLERK CIRCUIT COURT 330 E. BAY ST RN 103 JACKS DUVAL cOUH 904- 630 -2043 - .x RECORDING FEES .f ales: 1 02:03:02 P.M. -w: } TRUST FUND FEES $ 1.00 1 f 6.00 Tendered f 50.00 ',Check pat. Tendered f 0.00 ianle Due f 44.00 _ balance $ 0.00 Total number of documents: 1 • Total number of fees :2 Paid By ROBERT L O on 12-06-95 at 02: with CHERYL D CORBITT ko- I l.k,Si-CP-•-• Orvil c -Nqv -rte 1 nC . CITY OF ATLANTIC BEACH, FLORIDA C` 0-V Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 7 Sj 19L IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 2 :‘ 6 •C -' c E\er , -CAv)c.- %L\a:M, CIM- ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME�r.�.v.es CE�n�M�v�� y SS: �� C:-,41D � RFD BOX BLDG. SIZE / BETWEEN: RES. ( ) APT. ( ) COMM. ( I,)- PUBLIC ( ) INDUS. ( ) NEW ( ) OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) • SIGNS ( ) SQ. FT. SERVICE: NEW (i)/ INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE -* AMPS ) COPPER ( '-1'" ALUM. ( ) SVATQH QR BREAKER \S 17") AMPS \ PH 3 W °«c7 VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 91.100 AMPS._ SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. ' OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0-1 I OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS 1 1111 1 DONNER PARK COMMUNITY CENTER 2/8/96 PAINT /COLOR SCHEDULE BENJAMIN MOORE REFERENCE MARK BM COLOR PRIMER PAINT TYPE P1 880 FC LATEX FLAT #7700 P2 1549 UH400 SEMI GL ALKYD #UH8000 P3 609 UH400 SEMI GL ALKYD #UH8000 P4 742 FC LATEX FLAT #7700 P5 HC 105 FC LATEX FLAT #7700 P6 644 5317 SEMI GL ACRYLIC #6700 P7 1549 UH450 SEMI GL ACRYLIC #6700 P8 641 UH450 SEMI GL ACRYLIC #6700 P9 CLEAR - -- OIL STAIN 9700 P10 742 UH450 SEMI GL ACRYLIC #6700 P11 880 FC LATEX SEMI GL #UH6300 NOTES: 1. SEE SPECIFICATIONS SECTION 9900 FOR ADDITIONAL INFORMATION 2. PLASTIC LAMINATE: FORMICA #879 -58 DUSTY JADE / MATTE FINISH 3. VINYL TILE: ARMSTRONG # 51928 PEBBLE TAN / 1/8" GAUGE 4. VINYL TILE BASE: ARMSTRONG # 80 STONE / VINYL NO TOE CUSTOM CONSTRUCTION BY HARRIS, INC P. 0. Box 40126 Jacksonville, FL 32203 --0126 904 353 -5623 FAX 904 354 -3022 APPLICATION FOR PAYMENT NO. 4 INVOICE NO. 95- -06 Project: DONNER PARK COMMUNITY CENTER Orginial Contract Amount $ 182,287.00 Net change Orders $ 000.00 Total Revised Contract $ 182,287.00 1. Value of orginal contract work performed.to date $ 132,900.00 2. Extra work performed to date $ 0.00 3. Add: Materials stored at closed of this period $ 1,500.00 4. Total Value of work performed to date $ 134,400.00 5. Less: Amount retained _10 percent $ 13,440.00 6. Net amount earned on contract to date $ 120,960.00 7. Less: Amount of previous payments $ 92,160.00 8. Balance due this payment $ 28,800.00 I certify that all items and amounts shown on the face of this Periodical Estimate are correct; that all work has been performed and /or materials supplied in full accordance with the terms and conditions of the contract between the city of Atlantic Beach in Florida and Custom Construction by Harris, Incorporated; that the items for which payment is requested have not been - id and that the are not. Venders, Mechanics, or other liens or rights r '` o lien- or conditicj a sales contracts which shall be satisfied or \discpar • -d for s, p yment as made. B y • ��. a T it 1 - yr 1 .R . '4 - ROVE N cop A N °F govio PR 2 21996 f S4SS88SSS 00 S N � W 11111111 FM! 1 r r o 44448489444444444444488444SS8 G 11111PIPIP!"" r d— O i i ^ i i 111 10 8 1 ° i 8 E ; 8 888444 8 !III/ §i th i o a0o in 1 1 f mg iii e h 111 4 iiiiiiii 191111 S S 8 8$ 8 $$ ill" gi P: 1 11 1 in r 8 Mi J 1 t N■ IL U h i e � o Z a 6 = z EZ O U R - � LL \\ �U � z �i � �i � � i le 0 111 H i ktD I Ud iItI1iI I R r' N"*�00ApACrNYlr'100POaNNNRNNINN RI C DONNER. PARK COMMUNITY CENTER PARTIAL WAIVER AND RELEASE. OF LIEN STATE OF: Florida COUNTY OF: Duval KNOW ALL MEN BY THESE PRESENTS, that the undersigned, CUSTOM CONSTRUCTION BY HARRIS in consideration of partial payment to date, receipt whereof is hereby acknowledged, and other valuable considerations and benefits to the undersigned accruing, do hereby waive, release and quit claim all liens, lien rights, claims or demands of that certain real estate and the improvements thereon, situated in Jacksonville, FL and described as: DONNER PARK COMMUNITY CENTER, ATLANTIC BEACH, FL 32233 on account of work and labor performed, and /or materials furnished in, to, or about the construction of any buildings, situated thereon, or in improving said property above described, or any part thereof. It being the understanding of the undersigned that this is a Partial Waiver and Release of Lien which the undersigned has against the premises described herein, only to the extent of the payments specified and only for materials furnished or work done up until APRIL 22, 1996 (but not releasing or waiving charges for changes, additions or extras). The undersigned warrants that no assignment of virtue of the accrual of said payment, has or will be made, and that the undersigned has the right to execute this Partial Waiver and Release, and that all laborers employed by the undersigned, and all bills for materials and supplies furnished by others to the undersigned in connection with the construction of any improvements upon the aforesaid premises, to the extent of the payment herein referred to, have been fully paid for. AMOUNT PAID TO DATE: $ _28,800.00 In witness whereof, I /we have executed this instrument under seal this 22ND day of APRIL 1996. Notary State f F )rida 1111110111.—... � _CUSTOM CONSTRUCTION Co y N : e My Commission Expires: , P. 'pe k MARY S. SMITH r TO MY COMMISSION N CC287205 EXPIRES , BONDED THRU TROY FAIN INSURANCE, INC. , �,, s ignature and Title 13 February 1996 To: Mr. Jim Jarboe City Manager City of Atlantic Beach From: Michael Dunlap Architect Re: Donner Park Community Center Change Order # 1. 1. Provide relocation of electrical meter and electrical panel as specified in the attached drawings M2 & El, Revision Date 2/10/96. Note Electrical Schematic (El) requirements, which delete several switching panels. cc: Mr. Bob Harris Mr. George Worley Mr. Jim Jarboe City Manager City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32250 Re: Donner Park Community Center INVOICE 8 INVOICE / WORK TO DATE CONTRACT AMOUNT 14,560. LESS CONTRACT PAYMENTS 13,832. Contract Progress Payment 364. Change Order One Electrical Service Relocation Principal 1 Hr. @ $90. 90. Engineer 295.34 SUBTOTAL 749.34 REIMBURSEMENT ( +5 %) PRINTS 00.00 TOTAL DUE $ 749.34 BALANCE ON CONTRACT- $ 364. McFADDEN A. NEWELL - -= - - - CONSULTING ENGINEER /DATE HCFADDIN NEWELL Feb. 13, 1996 363 ATLANTIC BLVD ATLANTIC BE FL 32233 -5277 NUMBER Phone 904 396 -6551 • Michael Dunlap, AIA • One Independent Drive, Suite 3302 Jacksonville, Fla. 32202 TERMS: PLEASE DETACH ANO RETURN WIT YOUR REMITTANCE $ D ATE t °� P e s * .. a qv ?5: 4 ° '74'1 . ,�^. e r h 41 CI fARGES AND CREDIT - t e ' $ BA t� ? ' t - e.+ban : «+a. .. v .... 43`. a2,4 . _..,,.. ....»............r...'x asw. •::«..I.li....a., '�:. .„"', .., �.ss.«. ...,.... 'w BALANCE FORWARD For Professional Services on Account of: DONNER PARK COMMUNITY CENTER BUILDING ELECTRICAL DRAWINGS REVISIONS $280.00 For Reimbursable Expenses for 6 Sets of Two (2) Drawings: 15,34 Due: $295.34 McFADDEN A. NEWELL C_.j'I PAN Y THIS LAST AMOUCOLUMNN T .fli / � I CONSULTING ENGINEER l7W PRODUCT 952(NE rr Inc Groton. Mau J1471 ro Ore Orcer PHONE TOLL NEE I- BO22S 21 March 1996 Via Facsimile To: Mr. Don Ford Building Department City of Atlantic Beach From: Michael Dunlap Architect Re: Donner Park Community Center Change Order # 2. 1. Related Cost for Architectural /Engineering revisions, (Change Order #1, Attached) $385.34 Options: 2. Additional rail at entry stair $210.00 3. Provide 3) 8' aluminum roof vents at south side of main roof area $300.00 Total $895.34 cc: Mr. Bob Harris Mr. Jim Jarboe t 13 February 1996 To: Mr. Jim Jarboe City Manager City of Atlantic Beach From: Michael Dunlap Architect Re: Donner Park Community Center Change Order # 1. 1. Provide relocation of electrical meter and electrical panel as specified in the attached drawings M2 & El, Revision Date 2/10/96. Note Electrical Schematic (El) requirements, which delete several switching panels. cc: Mr. Bob Harris Mr. George Worley Mr. Jim Jarboe City Manager City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32250 Re: Donner Park Community Center INVOICE 8 INVOICE / WORK TO DATE CONTRACT AMOUNT 14,560. LESS CONTRACT PAYMENTS 13,832. Contract Progress Payment 364. Change Order One Electrical Service Relocation Principal 1 Hr. @ $90. 90. Engineer 295.34 SUBTOTAL 749.34 REIMBURSEMENT (+5%) PRINTS 00.00 TOTAL DUE $ 749.34 BALANCE ON CONTRACT- $ 364. McFADDEN A. NEWELL - - CONSULTING ENGINEER DATE HCFADDIN NEWELL 363 ATLANTIC BLVD Feb. 13, 1996 ATLANTIC BE FL 32233 -5277 NUMBER Phone 904 396 -6551 Michael Dunlap, AIA One Independent Drive, Suite 3302 Jacksonville, Fla. 32202 TERMS PLEASE DETACH AND RETURN WITH YOUR REMITTANCE S u`5.r w A`41 .w^ • D/�tT ' ea s DA TT C RG AND CRE °. ' s BALANCE FORWARD For Professional Services on Account of: DONNER PARK COMMUNITY CENTER BUILDING ELECTRICAL DRAWINGS REVISIONS $280.00 For Reimbursable Expenses for 6 Sets of Two (2) Drawings: 15,34 Due: $295.34 McFADDEN A. NEWELL O PA IN V THIS LUMN LASTA CONSULTING ENGINEER �� PRODUCT 95 -2 /Nees i tnc . Gro on Mau OIQI - o Oroe RHONE 1oLL FFIEE ! -a - 225-63BO 21 March 1996 Via Facsimile To: Mr. Don Ford Building Department City of Atlantic Beach From: Michael Dunlap Architect Re: Donner Park Community Center Change Order # 2. 1. Related Cost for Architectural /Engineering revisions, (Change Order #1, Attached) $385.34 Options: 2. Additional rail at entry stair $210.00 3. Provide 3) 8' aluminum roof vents at south side of main roof area $300.00 Total $895.34 cc: Mr. Bob Harris Mr. Jim Jarboe 13 February 1996 To: Mr. Jim Jarboe City Manager City of Atlantic Beach From: Michael Dunlap Architect Re: Donner Park Community Center Change Order # 1. 1. Provide relocation of electrical meter and electrical panel as specified in the attached drawings M2 & El, Revision Date 2/10/96. Note Electrical Schematic (El) requirements, which delete several switching panels. cc: Mr. Bob Harris Mr. George Worley Mr. Jim Jarboe City Manager City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32250 Re: Donner Park Community Center INVOICE 8 INVOICE / WORK TO DATE CONTRACT AMOUNT 14,560. LESS CONTRACT PAYMENTS 13,832. Contract Progress Payment 364. Change Order One Electrical Service Relocation Principal 1 Hr. @ $90. 90. Engineer 295.34 SUBTOTAL 749.34 REIMBURSEMENT ( +5 %) PRINTS 00.00 TOTAL DUE $ 749.34 BALANCE ON CONTRACT- $ 364. McFADDEN A. NEWELL _ CONSULTING ENGINEER MCFADDIN NEWELL DACE iiimmin ATLANTIC L NTIC BLVD BE FL 32233 -5277 Feb. 13, 1996 Phone 904 396 -6551 • Michael Dunlap, AIA ' One Independent Drive, Suite 3302 Jacksonville, Fla. 32202 • TERMS PLEASE DETACH ANO RETURN 2N0.1 L WITH YOUR REMITTANCE $ Y 5 �' t3 b b 4,v .' ANO CREDI . ,'S tom~ ` +e `' , ,: a BALANCE FORWARD For Professional Services on Account of: DONNER PARK COMMUNITY CENTER BUILDING ELECTRICAL DRAWINGS REVISIONS $280.00 For Reimbursable Expenses for 6 Sets of Two (2) Drawings: 15,34 Due: $295.34 McFADDEN A. NEWELL � Q PAY T 4T CONSULTING ENGINEER 6tU INT BA IsScowMN MOUN PRODUCT 95.2 /NEB8 i Inc . Groton 3147? To Omer PRONE 'DLL FREE t200 225 - 6380 i CITY OF Alticistree Veac! - 76ncda 0, 800 SEMINOLE ROAD 1 ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 FAX (904) 247 -5805 CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA ITEM: Construction Update on Donner Community Center SUBMITTED BY: Don C. Ford DATE: April 2, 1996 BACKGROUND: Construction Update on Donner Community Center RECOMMENDATION: ATTACHMENTS: Memorandum to City Manager REVIEWED BY CITY MANAGER: AGENDA ITEM NO. ='i: CITY OF ' "*aortic Veac% -teptece 3 800 SEMINOLE ROAD ` ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 4 FAX (904) 247 -5805 MEMORANDUM April 2, 1996 To: Jim Jarboe, City Manager From: Don C. Ford, Building Official Re: Construction Update on Donner Community Center The Donner Community Center is at 50% completion. The following is a list of completed work: January 30, 1996 - Framing of structure; February 1, 1996 - Roof trusses set and roof dry-in; February 8, 1996 - Exterior plywood sheathing; February 13, 1996 - Windows installed with exception of opening on west side of office wall; February 21, 1996 - Electrical wiring rough in; February 28, 1996 - Plumbing rough in; March 14, 1996 - HVAC rough in; March 22, 1996 - Security system rough -in - Donated by AP Systems, Inc. March 25, 1996 - Windows installation completed. There has been a slow down on this project due to inability to have the roofing shingles delivered in a timely manner. The product is manufactured in Texas and local venders do not stock it. This has caused a two week delay in completing the roof. The Building Department does not allow insulation to be installed until the roof is complete to insure the interior of the structure cannot get wet. Substantial completion time is May 17, 1996. DCF /pah PSR•3844 1116 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT IPIFOMATO�T .. .. �'. :.....,_.,_ LOCATION INFORMATION ! Permjt Ntu ber: 11163 Address. 2072 GEORGE STREET Cl s of F Type N ATLANTIC BEACR, FLORIDA 3 ",�_,..»_"._.... LEGAL DESCRIPTION ..- Constr. Type _ WOOD ,. F' R L``o .,: Bl ock Proposed, Use 6 RECREA'IO1IAL Section n i3�ae Z t in - . 0 Code Ttawn� hip f RNG :" 0 Estimated Value. I xbdi via�icrn: DONNER , 'F Ir prov . Cast . t 0.00 Total Fees: 0.0 Arno _ E , 0 If . '-',1,7,..4::,,,,,,,,,,,,.,,.,, . , ,� ` ' 1MB I + IN DONRER " ° RR �tIN I T ' C ENT ER ?ER PLA [ TIC .BRA 4 PERM' Ad e � Q T � O 00 TaE RO WA TER IMPACT IEEE 54.Q+3 #" T �` . FLoRI c P � 2 . , � °� r E FEE ! C 3 ''� D, � SSA ,� �. m AP & . , RADON GAS_R. $0 0..0. "" ' T "� � '•° NF ,►RMA � ON `-� RADO CAB 5� f Name." .�' +�+rp . LLTI�HIIV t __ � �0 Ad CAPITAL IMPROVE t�.0 s ,. „4 ws ,. :, a .,., .. AC •M. ILLS. FL 32211 . _.r , L = �' C ;y :'X °3 4 uROSS CONNECTION $$0 .€ 0 SEC H IMPACT FEE �,.t . Qty ' :..a CO tS . SURCHARt3 • , NOTES: NOTICE -- AU. CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ' BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RES ' THE PROPERTY OWNER PAYING TWICE FAR THE BUILDING IMPR ICE ' ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATI# 1 VIOLATION OF APPLICABLE PROVISIONS OFLAW. ATLANT C B EACH BUILDING DEPARTMENT �,,..,.s