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HomeMy WebLinkAboutProposed Bldg. Improvements (Beachwave) PROJECT suonomc Comaa DSG i norco mgrs/pu mwe:ve Proposed Building Improvements for: BEACHWAVE COMPLEX 15530 HIGHWAY 326 WEST ii CAPE CANAVERAL„ FLORIDA €” t F, BUILDING CODE INFORMATION BUILDING LOAD SUMMARY -FLORIDA BUILDING CODE 2007 ROOF LOADS: -ASCE 7-10 DEAD LOAD 4 PSF -AISC EDITION 14 LIVE LOAD 18 PSF -SPECIFICATION FOR STRUCTURAL JOINTS SPRINKLER LOAD 3 PSF USING ASTM A325 & A490 BOLTS WIND LOADS WIND SPEED V(asd) 130 PSF SCOPE OF WORK WIND IMPORTANCE 1.0 M „ C6 to e r- = BUILDING CATAGORY II gffyy��e „1 d ,,+1 N C CONSTRUCTION OF CUPOLA TOWERS WIND EXPOSURE C m e €l N 5' N (5) TOWERS TOTAL INTERNAL PRESSURE +/- 0.18 c Z E c„< .4 ROOF PRESSURES v '.1 r 31 d " CONTRACTOR ZONE 1 +19.51/-36.49 o ZONE 2 +19.51/-55.28 E IIMIIMIMIiimi UNIOCO, LLC ZONE 3 +19.51/-85.27 14350 EASTSIDE STREET GROVELAND, FLORIDA 34736-8438 WALL PRESSURES ZONE 4 +38.17/-41.78 x DESIGN ENGINEER ZONE 5 +38.17/-48.16 a_ o J O MITCHELL VAN BEEK v FLORIDA PE NO. 60983 1..J Q o 0 10223 DARTMOOR ST. a Q LEESBURG, FLORIDA 34788 = a S o PHONE: 352-360-8075 Q FAX: 352-429-1275 w /A1,11,i d4//141 - m 3/5/20/3 �_I '`,'s ate- .- 0"-- 0'-sF/'fiFirs,- {�UOP\/ 4 c TS Cr),s-cl) Cd CI) C11) ci i1/ I i i ' 111:%11411\4‘1r/ w� -.... • . • _ i_. . gl Ifi /1-604- 1 r.y likir \ . l Y• ,r�- ---8-- -r ,'-r .:., ihh,h, \ 0 x ___ 0 7 ,\ 4 \/ B — Qe"�• 9.4 fl m-Y A § -. fii I II ill. e - __ 0 4 f # ____ 0 :11 a. A I. v-4. v'-q• 1 e --. __ 0 a. ir Z ' of \ ,e• b • ■ ■ t. . __ mel ,,,. 4' r rP v. 73 c• -e o-n O If e0' T DO a 03 ..k "--- C)Ai Z Z BEACHWAVE COMPLEX Mitchell Van Beek,PE w; r�; Florida PE No.60983 PQ 1 !".1 CAPE CANAVERAL, FL 10223 Dartmoor Street — r gIS�j. Leesburg,Florida 34748 p ; � -J UNIQCO, LLC Telephone(352)3604075 GROVELAND, FLORIDA FaX(352)429-1275 9' •------ mvanbcek(a�centurylink.net PFO.)ECT:Bt CNW�K COYr t)Art'.02/20/2011 1310%1/!W/IJ/1a'HAS FOR SCALE AS N0� 3/4'A325 BOLTS(NS.k ES) CRANKBy:We C&YI6U (G.OL:1)h REYBCKS: COIF 4 11110 FABRICATED Oro ENT --- .f s; S• \ �e :� \.I \.,pp,, B1 Pu/6 11/a/1N•its ,•-EE(j' , s'-N' I i'-�' 6 Fc \p FGR 3/4'#325 80.15 T - \ I C6%160A '. Wg 7L1/2 ! 0.J/B 1.-.• \ ^ — � E • E E LDLS%I/,r/9/16•a IN5 1' N I'-a o-I �FOR 1/2 A325 BOLTSwillEFAMMEAM i nota .I}. ; liiii O2 CONNECTION DETAIL e j $ •- ) 'Mlill .._; _t. I!. b QUITOLSY301/,M/13/16'903 i0R 8 I J '.1.me TM LAC (G.OL.fj') /li . I _ BASE PLATE DETAIL . OPnom / I 1 m•` 1.3U301/4 r/9/16'IRS FOR `—• - .T. 1/2'A325 BO35(Ka&1.5) • ____,_, (6.0.1•in CSX166A 17 OOONNECTIONDETAIL ,•-r 5'-a• 4•'2• s'-2' 15•-6' aQ� o"s"sq — MHOAli) & d 'a h 'T •••rY•1••Y.Y�Yr—�i+Y�r _ \ \ tla nmQi (Et1aW r1a22 MI6 CA > ^ �., (� lb '•1 6 O n u I 3�- , T. _ V N aW�.' �' ,. , nm0z _ '1GlanswommPIMI:1111111- _ o 0on.:` -190451/I N — TJ, -----�— —n a lr: ' wlF u TiiaaaMyT 1911451/, A So r iii I s — _ .eew�1.T♦ SOPPORI BEANS By SUPPCCO E.M#S BY 117 I NUCOR B.A.MNO MEWS NUCOR BUIDNO A'S1EA6 _�I =COP I.i 1/I. Ks a FS X ---�— f I W I J 0 I e j Bu,HMEM rMTEMS83 C) ,__I way. NonJ L� -- - I • III I. THE GENERAL CONTRACTOR AND OR ERECTOR 6 RESPONSSIE TO WRY NO PROPERLY ERECT TIE Wok mac$5515988 COKWOPYCE MTN LiU Q O p MESE CRAMS.05,N MORDENTS.NO NEMA SWARDS PERUSING TO PROPER ERECTION,MS NCUAES.BUT 6 NOT UNITED T0,TIN CWNECT > Z V Z j i 0%OF TDIMRM 0 GUYS ANO BRACNG nERE:::DFIFORkwirASCUARP:x.PlilleriGwoncAnons.G,AIO SECURNGTIESRUCTINL MID SECOIANYiRAYNfQ ' Z J b2. ALL HIGH STRENGTH BOLTS ARE 119E ASTM A32C TO BE UED TO TIE SHBG-TCHr CGQTIO8 A6 OEFME5 Br TME RCSC SPEC01c011 0 = � OOFOR S1R11CIIAVL lORRS USNG 0325 OR M90 S0,EOlfgCCTgN tI UNLESS NOTED OI,ERMISE.3 UJ. 0(5958 61(0(00 SMALL BE 1151005 PRGt 10 HOOFIDOIONS 9NLL BF ATPi01m ¢ Br OM 8 DOWER BEFORE ANr MGM 6 U DERTNtEN. L� _ m !. ALL EEIDrIG MUST 8E PERFORMED BY Ars CURRIED 9E1DER5 AND N N,XbRI}MICE MRH 01.1!013•SIRHICRIRR.MELDING CMS,LATEST EpIION.0A"-w_ S. All MELDS ARE P MIMS FALB miss NOTED Owax. ASTM A36 / /(J// 1 RION33 /SIN 1,36 CUPOLA TOWER I ASSEMBLY1116122 E / PLATE ASIL A36 . /s/zo r3 BaTTs8xSw AM A500 �• A.3111 SCALE:1/4'= -0• ASTM 4325 S ' . 1 PROJECT:BEACNWAYT COMPLEX MTI:O2/28/2013 L3X3X1/1 W/13/16'HLS FOR tn=frWIT 7/1'0.325 80.15 NS.a FS) (COL-1r) G6x160T CU16 C � �is4 TrETRICATEO�� _ Der BIa RJ/B \ .0 6 BI P13/6 11/13/160.HS � p i '....,a FOR 7/1'4,325 BOLTS "� 5'-Oj'1 A 1'-6j' 1 IN �� F R 3 \ [/-00:EGA g P11/2 G /e d,a6 • • g LDLv 1µr/9/16 Mus IC' i® .� L_. _._._{� C____ Der A325 ——a = II �+ i \ ill isimm=iimi OCONNECTION DETAIL r' I - =MNsssl 1 1=1 _ B 8 e _ 18X166* 1.53X1/4 M/13/16'1.5 FOR S sm IM VC A325 BOLTS(NS.a FS) i--- I /O /! i OBASE PLATE DETAIL 11111.11,1=MIIIM :. ', .mar air 13X3X1/1 M/9/16'NLS RR 1/2'*325 SOU --- � S(NS.a f.S) ~— ' mol-1 611 �AMIA L11ONOET �5'.,-0l' * 15'-6" MO fO TWT WHO MI418 CLIOd `L' V:M.g C 1 ' ._.� 11401 p r :_ n� T c z 25 0 m• `c �� �: uq 4 as I r 1 ?�1llt b • 11-3 4 -- ---WW2 17. real Si E - c9lXmH h 15,'S--• -` ( O ,rAN OVUM '4iY-AdyMrt♦ • 75640H/4 IN j * ' 1 SUPPORT BEANS BY SU PCR1 BENS BY I i 4 I I NUCOR BINDING SY51E16 1MfCDR BARONS SYStENS 105411/ i `T I /�. fts t rt W ! COLUW MAU —J I i Bf NUCOR EWNG SYSTEMS I� ' GI i i ¢ c7o I i e I 19Bu11/A i NOBS V W =E� ��—�— 6 1 f 1. THE GENERAL CCNIRICTOR NC OR ERECTOR 6 RE�NSI OBE TO WELT MD PROPERLY ERECT TIE METAL FRNBNG SYSTEM N COKOAHLNICE MRN LJ ¢> O p i ( I THESE CROWS.OSHA REWRO(N15,NO NBHN SWORDS PERTN191G 10 PROPER ERECTNN,INNS MMES.BUT 6 NOT UBRED T0,THE OJRIECT > V USE OF TEMPORARY ORS MO MOM WERE NEEDED FOR SOWPLW RI1G. B9LG,ANO SEWING TIE SRUCTURFL ANO SECONDARY IR9*I. Q U J I I I 2. Nl mai 51RENCRI BOLTS NTYPE ASN A325 NA ARE TO BE 96118100 10 THE 91110-TCN1 CONd1 26 AS 0(01 D Br THE RCSC SPECIFCAINN O 1. J I FOR STRUCTURAL!MRS USK A325 OR 4490 BOLTS,2004( MON,SECTION 6.1 MISS 11C1113311C11133 =0T1ERN5E. C_.) Q I O 'i I ii 1 3. OESLN DICKER Sou BE 1DTMICD PRIOR TO Mr FELD moern A110N5. NOD 101400x5 emu.BE Amos Q U 01 DOWER BEFORE*If RORK S UNDERTAKEN. LTJ �H r f r 1. All BELONG NOSY BE PRIMED B(AMS OIMIfID Emcee no N N)COIO.WCE MTh Dl.l&01.3'STIR/MOW WELDING CODES.MST FORRET ` r.j-- ,r- 5. ALL MELDS Nit r COMM RUB U465 NOTED OTIERNSE. , 1 j..i..> 1-2' 15''2' 1'-Y //�/J/ 44142— - ,6. WTR811 SPEQrrA1NN5Erre, / 3 IMMIMIIMIIMMI CUPOLA TOWER 11 ASSEMBLY RAE— ASTM A36 �/��1v� ` SCALE:1/4•= BOLTS ASTM*325 S2. 1 w0301/4 r/13/16'ILS FOR PIeDA6Gr. 3/e A125 B0.TS(N5.a FS) nVaiiIC LDI (COL-1(] ii Darts i a 1•••im I EN i m, I�;•�� _- L PL 3/6�'r F 6-0' 6'-6!' 6'-0' 1/4 1 nom fi — . • • \ FDR 3/P A325 BOLTS 4 I Mfr. ' \\ f g 1:4,i 111 PL 3/8 11 E, ()CONNECTION DETAIL ? g 1 g i'3 R� ' EA am u< L30301/4 r/13/16'KS FOR 3/e A325 BOOS(Ks.a FS) BASE RATE DETAIL / i 1111101&11 --, \� \ , / 4 �r� L38301/4 r/9/16'PAS FOR b 1/2'A325 BOLTS(NS a F.5) \ / (C.01. 1hj I.... OOO►r IL7ION DETAIL 'ill 6-0• 6•-66'-0- } IIii 19'-4- 20'-6" 1:.1 M COM a Q-00 a r g CMG Gc Lm9 wle u 5 r r._ — CCM a b c g 3,- 2C 4 (n. \Iota { •'� C 1,-e, • 1$Il1Il/l I C rr `\ a■■je 1Tr C oV T 1 nom iDDtl I • u,pC o if''a. V rsrlul/{ — T I 191[4- V/4 _ G :c. -'�= a.E ...........7....._._._..... .._..E!_..._..... ._..._ g. n� c. o_- j- R.X.=1{ A IIT _ ar d 1?-e vA♦ n �'� CIO- V ..41.-----100077 BOUM R/F,ERS ` I/{•r .0)qcs _ rsaulN 4 twee MONO -J1{ �_ C O- r/ROOFING co...., ... X * il I li' I j Lil o Isezal.2..._____...._.___...____ j NOTES: �1 \ C I o- I• THESE DRAMICS,0943 REOURBENTS,WO KW N OR AND OR ERECTOR a RESPONSE E TO SAFELY NN PROPERLY ERECT nrE METAL MA NG SYSTEM IN COWORMA CF 161M CUTS AND N PERTMIINC TO PROPER ERECTION,THIS NCLUDER MR IS N07 OWED TO.me CORRECT W Q o CS i 115E a WOW' SOURING,PLUMBING,ANo SECURND ME SRUCi1IRµMID SECONOIWY rum. � Q v I 2. ALL ICH STRENGTH B7LT5 ARE TWO ASIR A325 RC ME TO BE NSFAUFA TO THE'SNUG-TIDY ¢ V Z J 1 FOR STRUCTURAL CMS USNG 6325 OR A{aD 80.15 100E EDDION,SECTION&I(MSS NOTED DD AS OETIIED BF Of RCSC SPELTFIUIgA 4 O �I , 3. OESN71 ETM;e4IR sou. NDTHED PRgR TO AMY EIUD LIOONIUTIOMS. Y06FCA1MN5 S4NL EE APPROY[D F.-.) V i• , BI OESICN MINER BE,'pE ANY rope S MERINO. Q � � W e. ALL MOW MUST BE PERFORM BY Ars OMLFIED&ELDERS AND IN ACOCROWCE&IRI DTI a D1.3 CO 20'-0' SIRUCRtLII&f1LMlD CODES.LATEST WO( I f'-• 5. ALL&CDS ARE r CONTMIOS FUST CRESS NOTED OTKRr6L ,J/ /// /1&/16a.1 /�/•` 6. W Y%SPFCFCATMNK. '-Uf.') 9102 22 AS711 A36 1•10233 ASM A36 PLATE ASTI A.36 CUPOLA TOWER 111 ASSEMBL Y117.24 AST/A.36 /s/Z-0/3 ;1�,, s 1,•4••11i. r. _ SCALE.lie=11.0• Baas pSRI sooAS7V A36 ., ASI/A325 S. 1 PRi,(CT BFApIKLC=NFL CAI('O2J011/S313 xt 43 NOW CFA4W IP'.NB 130351/4 W/13/16 IRS FOR 3/4'A725 80.15(ILS.!FS) PCrSts9 CBXIIGA (GAL-In m4 RR neRrAlm�� . Y CAW atT -411;j\44° a 44. PL 3/8 \ i Atv P 3/8 t i',FES4'-4i' S'-or ,.-4. 5 RIR 3/e 1.3.3x0/4 W/9/IIr RLS •�I FOR 1/2'.4125 80.1 0.15 111113 PL 0 rr mmt \\ i •"13 1 ! , mai ,., 111 1.7 OCONNECTION DETAIL I S5,— , 'N' (6X166.41.39.391/4 K/13/16 RLS FOR I ) — 5qG JE 3/4'A$25 BOLTS(0.S&F.S) i ^ �� • .. Y .1. v // I BASE PLATE DETAIL �._ . now i 1313%1/4 W/9/16 RLS FOR -- -- ---� 1/2'A325 BOLTS(NS t F.$) 4��R�{_�r __-_t--• (GOA-1]' CBX•IGA CETAIL 4•-2' 5._01• 4-2• — OONNECTION D • 11•_2' 8 ■ �( 7\j 05'-6 CIX1Iq�_ - v CBXIUCA COX16G 1 - CAIX14CA C8.16CA r �i^ tiff t E'+ _ .,, _ _ 4 1 WHA22 I .4 ��r� now • ..c mIU -' �' t iF A y 1YMX1/4 i , Sa•�1 \ - ISR(l1;'4 b i11` I _? \ �•�-� : .c ._moi_ `� 7 c I-4; >mtanp r ?Mei,/ "--- 1 -- — -- - -_.- - -- - r9 4TH 1 t%;a-P 4/16• IMMINNIIIIIIIIIMIlli `,•'1F' 13114X1/4 I • -6:377-7-',;± gw wT � J-�_._._.a iv-:oro �* - I. I OUPPORI 81166 BY SUPPORT 8151 9y I I Q o i HUCCR BU1IMNG SYSTEMS IACOR BUIUNC S.15TEDS I 01 TAM,/4 ) I I a A F:) ',eV �•': 1 L.LJ J i ci - I: i p Q �,fri iSVYI/4 y I i mows: L> ty •_j 62 T 11 T#MASA.ORA& CONTRACTOR AVO IM 15.4 1 6 RESFM4SIC£TO SAFELY AND PP.OFEI1IY:REGI IRE lux TWIN:515TNR IN 1100 1BWLCE Nryl L. : : f 1 CRAWS.OSHA RECJPREYENTS,A!3.MIA SNR.YRCS PERTANRC TO PROPER ENEMY,TNS RC..M.BUT B POT UM1ED T0,311 mem �� 2 ':e T 1 i i I i US:OF Tr-AIRWAY AY 02 5 AND 0563NG WERE HMO FOR SOUADAY3,PLIWBIAG AN0 SECURING TIE SRJCTIR6 AAD SECONDARY FRAMING. a: V —.¢ i ) iALL NIGH STRENGTH BOATS ARE ME A519 4325 AND ARE TO BE WALLED TD RE•5016 ICM•10563IXAl A5 CUITCI BY TAE RCSC SPECAICATIOR Z: 1i v I I ) 2 FOR SIRLCitIPJL ALIS IISNG.4325 OR 6490 6OLTS.2004 EOM,SECIY Y 81,M6E55 AOim THERM. �) 3 � I O 1 I .i 3 OESCN MKS s'Au It N)rTFA3 P?loR TO ANY RLC EXI7FKA1gAS. MOTICAi1�.5 SOLI eE APPTA)VED . 1 BY CE511<CNONSER BEFLWE WY 601 1 185188836(01. �) S I 4. A{1.FEW ARM BE PERFOFWFJ)B1'OF5 OUAf[O RULERS AN7 IN MCOf9NICE MI-61.1 8 012'STRUTT RA WELDING CODES,LATEST Fp1pM. O/�p �� r S. ALL MELDS,RE}•cpRTMlaus FILLET:HESS NOTED onIRWSE. S ��•'z:�-� 2 j 1r_2. 1,2. /A t _ cDy Ai. NATETR 5RCr1-1g21j; w������e��'f // x1(11.'2 -------,_ASiu Aw `/`///� '.7A.//jJ/ RICX]L— AST8 4w1111.111.111.111111.1111 '11. CUPOLA TOWER IV ASSEMBLY �~1� s z�� yPLATE ASIR 106 J-RL7` �, T1LC4XL_---" ASM 4500 $�E '=1'� 00:1$_ _ . _ASTLI 6325 PM)1E4I SE.1..W OTPL.: CAE:02/76/'T2i) iGLC .I WYE)) CORM BY.MB 1223X1/4 W/13/16'HS FOR 3/4'A325 Ba1S(NS.&ES) Pfl'SONS C8x1KA (COI•In (1114 01 m IIIIMMIMINIG FALR,hCA•�• _ MOMMIIIIIrII ORT ENT w .ry� y1 Ft �, Br as/e N/13/160'as .'-� s'-o' 4-E;'• xy I FQt 3/4'Alts BOLTS .�'.$ I/ 4�r.� R 1}07X1/4 N/9/169 NLS a3/8 SO li 7 FOR • .,0:11.,0:11l —, •�Ip�:I tC e 1t t'A725B + I� .® IES I NIIIIIIIIIMINSIIIII �' _--- OCONJECTIONDETM c���l' b - ,4♦• 'S C8x16CA 130911/4 N/a/I6'MS FOR lil • - VER....4 ]/4'AVS Bars(KS.3 F.$) .7@i - m.1 0.01.in I.e'.ksz,,_ c,7‘ i ^' OL?ASE PLATE DETAIL.L31UX1µN/9/16'IES FOR lit 6325 BOLTS(N.S 6 ES) ' _ ___ (G.O.I.tj') 0801104 1 ®COAWECTIONDETM 4:-2' 5'40' 1'4 t CBX16fil .. - '�---r'�. r _ .--.�CBXI6CA---.- - CBXI6GA Cpytkp J CBY16G4 1 ", naO2 � p,1p11 ". nary --lam . Z'. 1yF4X1/I e 4 I ��� �'� I '� Im14nil j IY44X . L, ICF nqpq ' I I - c -... _ :. .`i IMO 9 q y?o`. I1 a Lv)i . a a EI '_... ._ o 'L._._._._._.__._.-. In —nom wlmu 1: mummiimmii2 _. _ 15t1fC1/4 n R4R1/.ri% ' _mal.. -7.1 _ .O:IIE M� T , c---i--.--L++ ,{ 1 ' - iL it-x�%+e• ,, t` 6AN W. lbf I + `AIP00=T 0165 8t SUPPORT BEAMS RY i I c i MIC~.R BOOMSY5IEIC, / I NL'(fR BALDING`YS'E 115 1st I 30 , w + I .s ars >:. • 1 I �COIUNN REAM BY a.1 ;.:� -Y q I 1 N11ODR Bl111R45 5151445 L.] w G F� I I I C) C: �r C;,) L) Cr., _J E;� .1. 19x041/4 .(, I I NOM: Il_I �. T - r 1 •• ,j THE GEO.*.CONTRACTOR MD OR ERECTOR 6 RESPONSIBLE TO SAFELY MO PPOPE>7LY ERECT THE 1ET/L.'R/MN(SYSTEM xi COrrOfAUNCE ROTI =J .� ,.i I I I THESE ORAWM3S O5NA RECUxIEAEros,ANO Kim SWORDS FFATAXMNG TO PROPER'TEMPI,THIS TAWAS.BN 6 NOT UWOEO TO.THE CORRECT �• ^Yi ec I US:OF TEMPORARY 0215 ARO BRA5NG W-&R0:AIDED FOR SOUARRAs.RAMC,c,ANO EECURRFG THE SR.TCTIRN Na)SECONOIRY FRANK. C_ J I � I ALL HIGH STRENGTH BOLTS ARE TYPE AIN 0125 MO ARE 10 BE WWII)10 THE'SIR51 1011'°DAMON AS CO Bt'ITE RCSC SPECPICAROAI ,--i .7.�� I I I FCR STRIICNPJI,IOW/TS USING 8)25 p2 A490 MS.1001 EORAYA 5<CTIOR 61 201455 AWED ORERN.SE. `) ? re I C I I ® I 1 COIGN ENfxHCG S Ni BE N)1MFD PRIOR TO?M'NEIL ND7rIGTgNS. NO)FY.9gN5 SWIE BE APPROu£D C- '.' j 1 BY OESCN DKJNaq BEFORE MY NON 6 UNDERTAKE., 11 J �� I I I CC) I r 4. Al.W 110 YU51 BE PERIOFK)BY OAS 001211 1 KIM AN)IA MCOPLPHTf-NO 01.1&DU'5'RUC.T.•RA RAMC.COO(5.LATEST 0516N. <' / ! I `Ir / Ca ALL WELDS ARE)•CONTMIpUS RLE1'JNLE55 NQTED OREAWSE. /( `s�W1p(12ASN A3G 4 /12 C,1IICX33ASN 06 j�� 1.111111.1111.1111111110 PLATE ASN AU{ CUPOLA TOWER IV ASSEMBL Y13X�r =-- - xbSTM ,'5T x --- ---- 1580 _—4X1 _ASTM A900 /s/ /3 - • - SCALE:114'=1-0' — — Bars ------AS1U 4325 -----•_._._ 3 c. N. 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