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HomeMy WebLinkAboutSUBMITTED PAPPERSSV-LUCIE COUNTY PERMIT PERMIT NO. APPLICATION FOR PERMIT TO CONSTRUCT JOB LOCATION/ADDRESS: L 1 O LEGAL DESCRIPTION ROAD IMPACT: DISTRICT S/D ( CODE $k ) LOT BLOCK UNITS PROPERTY TAX ID # APPLICAILQNk Sg - z43 r6 SEWAGE PERMIT NO. ZONE. Lucie C'OIRI�y FEE MAP # FLOOD ZONE SEC/7 TTW�WPP _ ZONE 3 cn-e� DRIVEWAY PERMIT es No — Date g's' Init. ELEV — RGE GMPP LOT SIZE/DIMENSIONS�d/,7�j�X 33b 1 //� / i� EST COST 3(eCQ •_3 z� SET BACKS: FRONT � REAR ' ` "' SIDE ° 4 ObGi�/ SIDE ��r �/� /Aye y/t SQ FT BUILDING: LIVING AREA ACCESSORY zpjq ��� �A��-_[..6 / -ARCHITECT: NAME ADDRESS Lail PHONE. S7 ZIP CONTRACTOR: STATE /CERT #$ COUNTY CERT # Q' 01734 Z- © I< . NAMEc7riCR� ��cet'e _� ADDRESS 731Z1 3E1e.r Jl CITY ,� 'T - STATE ` ZIP Sq'S"Q PHONE Z03`clLq`� OWNER OF NAME �c PROPERTY: ADDRESS- PHONE :i CITY � �� l�G STATE ' - ZIP STATE OF FLORIDA, COUNTY OF ST. LUCIE 4� Before me, the undersigned authority, personally appeared who upon being duly sworn, deposes and says that the information con ain�d in the go gdpplic tin is true d corr Applicant Sworn to and subscribed before me this day of SCHOOL IMPACT FEES Required ❑ Yes ❑ No Notary Public, State of Florida at Large Amt. Pd My Commission expires: Date Pd Posted MARCH 1988 TREASURE COST CHAPTER, INC OF THE ALUMINUM ASSOCIATION OF FLORIDA S�8 Lucie Coun\_ J � < z FLO -PREPARED BY: NASH ENGINEERING, 810 SATURN ST. SUITE 16 JUPITER, FLORIDA 33477 (305)747-7254 INC. ROOF PAN (ALLOY AM13 H-16 PAN 11IICIWE55 5X MAX SPAN O WNO V1:T.acmEs alo"owN I.>e•..x wXmx oe.i IOCNPH 110WRIA 120WH i-.wx —1- T .0]2 .2]Bn3 10, 1r CT.EAT ALIFRNAn\ES FOR 1-3 a' PAN r9 T-BAR i I 3- .032 If �}I�J I I T-BAR T-.mp T7,- 032 ram, EXTRUDED 'r .Ixs• CIFAi PmR— J .032 IS' u NOTE. PANS NAY OVERHANG 1/3 OF SMPIE SPAN, SPANS MAY BE INCREASED 2S FOR EACH If OF OVERHANG UP TO Y-0'. CONSULT AN ENGNEEN FOR GREATER OVERHANG. REEF PAN (ALLOY W03 H-IB) PAN TUMSESS St 4M k YELOLIT. SPAN O SNOwN "NO Y IOWIPN 11 MIPN 12WIPN 13•-C WID,w,N,NN .024 .45DW.3 r .032 .Sotui? Iv_r 1 r .032 .30.3 11'-0' E IY I NOTE PANS MAY OVERHANG 1/3 OF SYPLE SPAN. SPANS WAY BE MCBEASEO 2 FOR EACH Ir OF OVERHANG UP TO T-O-. CMMT AN ENONEER FOR GREATER OVERHANG. I 1'>* OPEN BACX Auor 9063-Ts A _0.2]]4i J I WE_0.380F/L,F. _O.IA25 sa _0 O.1 A25N° SPACING AND SPAN TABLES SPACING SCREEN ROOF >/ PER S.F. SCREEN WALL to# PER SF. SOLO WALL 251 PER BY. SOLD ROOF 30/ PER S.F. ]' W-61 r-C 4'-6' Y-O- A• r-A• B'-r r-10' s-r 5' 6'->• W-2" 3'-5' 3'-2' IF W-w 5'-0 Y-2• 2'-ltl r 5•-6' C-e• r-11 2-0" e' S'-2• a-M• 2'-B' 2'-B' 9, 4•-10' a-2- 2'-6' 2'-4• to' e_r 3'-10• 2'-5- 2 3' rx2' PATO BEAM ALLOY 5063-15 A _0.4121,,x _0.21]]h suo.21D SPACING AND SPAN TABLES SPACING SCREEN ROOF >/ PER V. SCREEN WALL 101 PER S.F. swo WALL 251 PER S.F. SWD ROOF wo PER SF. 3' 10'-Y R-0" 5'-5' S'-V A' B-0' 1'-6' i-9• A' -A' 5' W-0 6•-9' e-3• 3'-10' 6' r-A' 6'-2' J-10" S-B• r a' -to' V_w T-6" 3'-1" IT 6'-4" V_r 9' 6'-0• 5'-0" 3'-2* T-If 10, S'-e" C-9' 3'-0' 2-9- CLEATED ROOF PANS I INTERLOCKING ROOF PANS I 1"x2" OPEN BACK I 2%2" PATIO BEAM 213' PAT0 BEAM —� I W Ab' ALLOY 606}15 2•.r SELF MARNC BEAM r ALLOY 606Y15 Ir A _0.650 I= WALL .050 1 WE_0.>81L F. — —Iv—___— _—_—_— _ MNGE_.I20 _0.>NIIF i A _0.950h? I--+----- Rv115a WT-1.N//I.F. L SB�0.135B4T M SA_0.5>N I 9a_1.2547 SPACING ANO SPAN LANI FC SPACING SCREEN ROOF >/ PER SF. SCREEN WALL of PER S.F. BOLD WALL 250 PER S.F. WD SR0EF 30/ PER S.F. 4' IP-3" u'-IY 7-6" p. 12•-9• 10•_B• 6•_9• 6•-2• 8' 11'-6• 9'-9• 6'-2' S'-Y r Itl-9' 9•-1• 5'-B' 5'-2• 6' 10'-1• a-5• 5•-! (-ID" a->• r-6' C-B' V-4- SPAONC AND SPAN TARI FC SPACING SCREEN RNCf >Y PER S.F. SCREEN WALL 100 PER S.F. SOLD wMl 251 PER S . SOLID ROOF 30/ PER S.F. ]' 25'-O' 2tl-11 13'-]' 12'-0' 1' 211-8 W-1 It.-Y 5' 19'-4' 16'-2' 6' Ir-B• 14'-0 9'-4' W-6" > 16'-4' 13'-8' W-0' r-11' w IW-X 12'-f0 IF-O' r-1' 9• 14'-4' 12'-O' T'-9" 7•-0' t0' 1Y-w IV-5' Y-3' W-T' 2%3" PATIO BEAM 2"x4" SELF MATING BEAM curE Iffy I DESOOPTM TREASURE COAST CHAPTER, INC. {-0-08 JC 40VE0 DETAILS ARAOUHO 011 ALL 5 PAGES x.L`.6, ,t- ROpcc aPN'106fMITe.H g,LFS OF THE ALUMINUM ASSOCIATION OF FLORIDA F f SPACMG AND SPAN TABLES 2•A6' SELF MATING BEAM ALLOY 606}76 A _L396Nx WT_l.6>//CIF. SA__2.820B.24i SPACING SCREEN REEF >/ PER SF. SCREEN WALL 100 PER S.F. SOLID WALL 25F PER S.F. SOLD ROOF ]0/ PER SF. 3' 3r-1w 11'-B' 20'-0" I6'-3" 1' 32'-9' TF-5' Ir-1' 15'-10 5' 29'-A' 2A'-0' I5•-5• 14'-3' 6' 26'-9 22'-5' IA'-2' 12'-II' Y 24'-9' 20'-r IS -I' ,S-0• 9' 21'-10' 18' 3' 11'-6- IV-5• f0' Itl-S' 1r-f Il'-w 10'-W 2"x6" SELF MATING BEAM F�•� , 219' SELF WAITING BEAM ALLOY 6063-IB WI, J ` I A _2630 S.I.LWI_I.5)6I/CF. S.T_>.210 YAXWUY CREAB SPAN FOR SCREENED BEEF BEAMS AT VARIOUS BEAM SPACING S'-6' 6'-0" 6'-r 7'-0• 7-6• W-0• 52'-6' 50'-V XB•-B" t7'-0 I5'-6 2"x9" SELF MATING BEAM f.r S YATNG BGY NLOY 6063-16 L---+--- _j A _ZI4#/I E. MT_21A//L.F. I _1>,1394F SA_A.OBB SPACING AND SPAN TAB ES SPACING SLRFEN ROOF r/ PER SF. SCREEN WALL too PER BE251 SOLO WALL PER SF. SOLID ROOF W# PER £F. ]' 49'-A' Al'-4- 26'-2' 2Y-10' {' 42•_9• 35•_9• 22•-6• 20•-B• S• 3B'-r 32•_B• 20'-3' IB•-5• B. A'-0' 28'-2' IV-5• 18-10' T' 32'-4- n'-0' Ir-1' 15'-7• IF ]tl-r 25'-Y IS'-0• 140-r 9' 2T-6• 2x_IO' 15'-0' 13'-B to' 2r-0" 22'-6- 11'-I' 13'-0' ALUMINUM CONSTRUCTION DETAILS 2%7" SELF MATING BEAM ppAWN CONPTON GItJ0.D NASN l/'L�II•" I xA3LE NES OVT[ MAIN Ism AW MP BBOte (NEW) SLAB ON GRADE ALUMINUM SCREEN ROOMS. CLASS ROOMS. PATIO COVERS AND CARPORTS E ALUMINUM ROOF PANELS I'l SPANS SEE APPOPRIATE TM 2 yb i TTPICAI PAN TO WALL CONNECTION TYPICAL PAN TO BEAM CONNECTION ./r i V.��o. Twu v,rs r�RA/ M4„wT� CONTINUOUS WALL FOOTING FOR ALUMINUM ENSURES MTN SKID ALUMINUM ROWS BEAM SIZE VA%IMW CLEAR BEAM SPANS CENT. AND SHAPE EOBE BEAM FOR ROOF SPANS BELOW TYPICAL POST 52E k NO. OF BASE ANCHOFtS 10' 12' w 15- 16 l��l rRS rea, r"r" ..fiS,Wm, vd r-r ,-mYn6n^w Ia-r Iad I� - r-r nd !- r-r • A..— a,s m CARPORT EDGE BEAM & POST SPAN TABLE C-1 (ATTACHED) (ATTACHED ROOFS ONLY) DATE BY DESCRIPTION TREASURE COAST CHAPTER INC. -zF-Be JC DETAILS 2-1. 2-2. 2-0. 2-4 UPDATED 1 A-B-Ba Dc uovEo DETAILS ARpOUNU ON pLL 5 OF THE ALUMINUM ASSOCIATION +mseg .Tc WDDCO iT,O DCFI.11TOµ 11i5 OF FLORIDA RAISED SLAB W N B- CONE. BLOCN FOR ALUMINUM SCREEN ROOMS. GLASS ROWS AND PATIO COVENS Mron AWYWUY POW PANELS PLAN La. We �r �r my �i/�f61•A :/:.�D � sST SSA n •.. A ,R60W W -J TYPICAL ,m L.l•Iu v6 W NOTE FOR BEAM It POST 5➢NG CONSULT MONEER SEE MS SHEET. CARPORT (ATTACHED). FOR DETAILS CARPORT (MEE STANDING) ALUMINUM CONSTRUCTION DETAILS pVnJ u,v, m PIER TYPE FOOTING WITH SOLID ALUMINUM ROOF WITH SCREEN ROOF EXISTING SLAB ON GRADE (Au ALUMINUM CONNECTION ENCLOSER) pym CWPTON bIEET QffD169 MASH pSE MARCH Ieee rl ,7 M09NO. bbOlb blAL OF Rw *wm } pY w.Y a/nm• uv aA m.mu-„ Alm, •m a.•, \n\ / da>w w�w.d.J ('CANTED' FASCA TYPICAL) Vr' or.R uo u! o.c Lnw,' u[a ra wm[[m, fR u140 HRO R • wmi •/ �/nY • r1c xas �� av,oirL wmA (-PLUMB- FASGA TYPICAL) SUPER GUTTER - FASCIA ATTACHMENT BEAM BEAM TYPICAL POST CONNECTIONS VI W%R WN W YI u•Y v)[rr�r v F; od[n NOTE: ANGLES MAY HAVE 1 LEG INSRE POST SCREEN ROOM (UNDER WOOD RCOF) 'aW. WL P r•%P aic w� o ro ••%I•a��.tlTddW ♦. cn ruv .�i2d •wr Mrt -XA. APPm m r[aT •/r Yua NAIN I NAM r Ya, BEAM ,'.Y u. ru,om m,m, BEANu`art"nii au •/[-nm,6 va n-nds uv I » r.. lndir a.v • u.. A"u�iii Idd NAIN BEAU a CABLE ROOF Y.Y,m, Odn[ �aiu[ ra[ d cn rurt vno-,r ua.i� oc TOP NEW '-'-- MR E ING YC wu, [9 Rnu' artL x j r ... 90E ENO EIFVATON SEE SHEET 5 FOR SPAN OEFRION POOL ENCLOSURE (TYPICAL) SUPER GUTTER ALLOY 6063-TB A-1.2Dma WT=1.44#&F. 1 3946W S.:Jina SPAN TABLE - FOR SUPER GUTTER AS EDGE BEAM VAROUS SUNS OF PAN ROOF A B' IV lY 14' IB' GUTTER/EDGE BEAN SPAN B 13•_9• 12•_4• 11•_J• 1O•_S• y_y s Y.T wn war•: Y� mad aLL RAFTER BEAM + FA WITH SCREEN ROOF MAMIMUM CLEAR SPAN FOR SCREENED ROOF BEAMS • VARIOUS SPACING BEAM SZE 2'.4•ciN.BEAN 21'-0 19'-< IB-6 I]-0 p-0 15'-10• IS'-Y2'•A' S.M. BEAN W/ INSERT 25'-5• 22'-9' 21'-9' 20'-9• 2W-0- [24'-9- 10'-0• IB'-0 210NFS.M.B EAM32'-9- 29-4- 20'-O' 26'-9- 25'-9' 24'-0' 2S-2- 2'•]pS.M. BEAM 42'-0' 3W-3' 36'-7" 35'-0' 3Y-0' 32'-C 31' 4' 30'-Y 2'v7' SM. BEAN %INSEMRT 49'-2' 4,V-0- 42*-0' 40'-2• 30'-0' 37'-2- 36'-0' 34'-9' Ya)' 1 BEAN W6 SNAP 25'-10' 25'-0' 24'-3' 21'-)' 2J'-0' 22'-5 2Y-11' 2Y-5' ]-a]' BEM W/ SNAP 34'-I0' 31'-1_ 29-10- 20'-6' 27'-5 26'-C 25'-5- 2,C-6' 4'c�06y./S1NSEAM tl • ♦u 42--10' SB'-4' 36'-0• 35--0 1 -9- 32'-5 31'-5 30'-4 219'' &M. BEAM 52'-6 50'-0- 40'-0 q'-0' 4V-6' NOTE: TBS TABLE OS BASED ON: WNOLOA0 OF 120 MPH LIYIIOAO - ] 1B5/SO. FT. SCREEN MESH IBaI{ NCLOSURE POOL ENCLOSURE SUPER GUTTER AS EDGE BEAM SCREEN ROOF BEAM - SPAN TABLE S-1 (CONNECrON TYPIGALS) (POST TO BEAM TPICALS) SPAN TABLE C- 2 L78-M BY DESCRIPTION ORANB COMPTON SM ET TREASURE COAST CHAPTER, INC. JC DETAIL 3-4 UPDATED \ C1ECYiD NA¢1 Jc uovED DETAILS ARADDND ON-E5PAGU OF THE ALUMINUM ASSOCIATION �I �� ALUMINUM CONSTRUCTIONBCALE NT.S. JC ADDED SPAN DFllnmox TO sHr. s EN IN RING IN DETAILS OF FLORIDA REVISIONS S� II II ORE NARM t9e0 D $RTU6N ST. SMITE 16 ,}PI1FA R. 330]) (3O5))4]-)i54 JOB M0. BBOt) 9ELL W BVE BIEn n +R N TYPICAL PAN TO WALL CONNECTION MICA1 PAR TO BEAM CONNECTON WPM WTTER F� _ rIcs- SM.B. WPM WTTER r 2-x]- S.M.B. ALLOT 6p6}T6 III ALLOY 606}T6 ALLOY aw6 TB I ALLOT 606]-T6 A _1.20N' Y I, A .1.]96N' A _1.20'n' Ir ' m� A _I I.#/ T NT-1.41//LLi. u WT-LB]/4 El I WT-1.14//L.F. I WP 271//LF. I _].946M L I I .6.{66L J 1 .3.BI66i L I _,].1]9h J J M r+ s-,.9nm' L. JJ S•-LB94i S.-LAWN' sx-x.e LfJ W� fl SPAN TABLE - FOR cWBINATON - WPER BORER i 27r6- S.M.B. VARIWS SPANS Of VARIWS SPANS OF SCREEN ROOFS -B- ROOF PANS -A' ID' 20' 22' 2A 26' 20' M 32' ]4' 36' T—OF- m'—D- 12'-0 CARRIER BEAM - SPAN TABLE S-2 (SUPER GUTTER k 2-x5- S.M.B.) CONVER9W DETAIL ONE TO OONW T RSTNB SCREEN ROOM TO GLASS ENCLOWRE. ADD ALUMINUM HAT CHANNEL ( AAF: ,) TO EXISTING COLUMN. ROM HEADER TO BASE. CONKA9W DETAIL TWO n+Tn' WImhc ouwu TO CWKRT METING SCREEN ROOM TO GLASS ENCLOWRE. ADD ALUMINUM .U. CHANNEL ALLOY 6063-TS TO EMS11Nc COLUMN. FROM HEADER TO BASE. T M1W.4 fw re+ro .YAr+? era . r aL SPAM TABLE - FOR CWBINATCH - SUPER WTTER . 2-x7- S.M.O. VARIWS SPANS OF VARIWS SPANS OF SCREEN ROOFS -B- RWr PANS -A- 10' 20' 32 11' 26' 25 30' ]Y 34- 36' 4.-0- Y'-Y II-T S-P C Hl 9- tYd A-Y NCI �Y-T 6'-0- ad - b/-Y 11-1 A, v-r - 10'-0' 12'-0- CARRIER BEAM - SPAN TABLE S-3 (WPER GUTTER k 2'x7' S.B.M.) rF-------- I >AY L V1LWG .. SPAN TABLES 3-.]' YLi unllxc 9EAu WITH INSERT ALLOT 6063-76 A -2.501 S.I. WT-293//L.F. 1-31.6BBN' Sx-6.]50 SPACING SCREEN ROOF ]p PER S.F. SCREEN WALL 10f PER S.F. SOLID WALL 251 PER S.F. SCUD ROOF 30/ PER S.F. 3' 56'-9- 47-6- 30'-0- 27'-5- 4' 49'-2 41'-2 21F-0- 2S-9- 5' 44'-0' 36-10' 2V-3 21'-T 6' 41Y-2- 3S-6 21'-]- 18'-4- 7' 37'-2 31-1 HF-0 IY-11- 0' 34'-9' 29--0 10'-5- 18'-0- 9' IT-4- 15'-10- 10' At'-p- 38-0' IB'-5' 15'-0' MASONRY - CONCRETE FASTENERS GLASS ROOMS GLASS ROOM "HAT" (SANDMCH SYS1Eu) (REINFORCEMENT OF A40 POST) 2"x7" S.M.B. WITH INSERT ORAMN COMPTON SHEET L372.1-... BY D—=2 -6TIDN TREASURE COAST CHAPTER, INC. JG oE.0.G 4-1. 24-6 u9DATEo I�ALUMINUM CONSTRUCTION ""°D' ""]"�/{� Jc MOVED DETAILS ARAOUNO ON ALL 5 PAGES OF THE ALUMINUM ASSOCIATION NT.S/�'_ .1(., A. bTHDtii�N+TOH �.TFS OF FLORIDA . DETAILS N IN RING IN ,,7j �j� I DATE MARCH MISS 'I / NEVISIONS �/ II .1,� SOTIIP! Si. WITE 16 .]PIIFA FL. 33477 (305)]0]-]35L JOB NO. 00018 9lAL R FlVE p(E111 TYPICAL PLAN NEW TY m EuvAna .ATTACHED A -FRAME COMBINATION PATIO -CABANA OR CARPORT rw Vf o�emL an. �mn YV'YC¢ew gMpifY O�Ww�LO1. —S— TYP• I�CIA/L�DI�ETAIL END CONNECTDN W TWICAL =rM TYPICAL UTILITY ROOM .u..a .v.rL. MM.^^P'°'°.�� WO vWILrw - rw �m .m 1-1 Fwwl C AIR RAIL CONNECMDN ALTERNANWS (PER CHAP. %%NI SECTION 2803.) I. INTERNAL SCREWS J. INTERNAL 'u' CHANNEL L E% ERNAL SCREWS M ENTERNAL ANGLES D WALL DUNL TYPICAL UTILITY ROOM A -FRAY REEF nw�vw�vw MANSARD RODP MT ROOF RIDGE BEAM RIDGE BEAM �)uINLLN Nuum SPAN DEFINITION (WM ALUMINUM RDDF) DIVE fiY DESOfi1PTI0N ppW CDMPiON 5NF£T TREASURE COAST CHAPTER, INC. a-n-ee ae Deno 5-R UPDATED a oenAL 5-T Aooco �jf / A-R-ee JC MOYED DETAILS ARAOUND W ALL 5 PACES OF THE ALUMINUM ASSOCIATION tl'R\\l'N§ ALUMINUM CONSTRUCTION NAS,L /�jr5�E NL.S.A_]5_gR JG ADDED SPAN DEN„InCII TD EH). 5 OF FLORIDA rNlN IN DETAILS �y,� nWTE uaww Icea REVISIONS � 0 SAIIPNST. SIIIIE 16 ]PIIER R. JJAJ) (J051)0]-)250 AW W0. BRO1R 5F4. 6 iTNE �W