Loading...
HomeMy WebLinkAboutSUBMITTED PAPPERSIUO.oC) V o RT I-4 n 0. a o 0 0 0 P.AIt IAG,C E/�51='MGf I.(T 0 r SCANNED BY St i_ucle County DESCRIPTION Lot 377, HOLIDAY PINES, PHASE II-B, as recorded in Plat Book 20, pages 12, 12-A through 12-E, Public Records of Indian River County, Florida. jv /fit• � AI IOO.OZ'ChM1�'LE•L /-' \ �IRRIGv'L roN WP. LL LoT 37t— a (I FFlI_MY'_. \o°° . P�Ill drin t?3. F•' Sk-=.FIL2191 '3 _'rLo. %6 k ,-D. PO N4?QWWn U h W/CAA ' 11. 6;;-/4. LI 3 \a 4942 /I "V.Pc 4, k/ -- ' S . LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE REv'IEWE:D BY PLANS AND PERMIT IST BE KEPT ON JOB OR r.G INSPECTION WILL BE MAI 6Pgsl �- 006' Roei& tN A 8 r CHAPTER 58&, FLURIDA STATUTES, INE UNDERGROUND wo�- is No RTH i:- `✓ =""`= - FACILITY DAMAGE PREVENTION ANUS I . ACT,REOUIRES YOUTOVERIFYTHELOCA710NOFA NDER6ROUNO a'w.,a'w ,0 ! Of ro,°ac:-9.00 ml m' UTILITIES PRIOR TO GEGINNINO ANY OIG41 OOR EXCAVATION -----I---__ ...._----- ----- ___ o� �`---,L-- � I 1 t YOUR I� PRO EflTY. CALL ATLEAST 98HOURS OEFO,�II EYOUIG: FEQ?,4ER CREEK DAz tV 1-800.432••379r1 °' 230.o I:CIJf,ATIUtitIFTR9 .s-u •.J�MVER, TELEPHONE. :fnTEli,SiVKH,OA6AidUCAlVb nJICE',I(dE:i Subject site on water & sewer CERTIFICATE OF SURVEYOR I hereby certify that this Survey was made under my responsible charge and meets the Minimum Technical Standards as set forth by the Florida Board of Professional Land Surveyors in Chapter 61G17-6, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes- r\ fES A. TE OF LAND SURVEYOR REGISTRATION NO.3435 Z); MZ"I' U 1—\7;- T' M R TM LEGEND MI . FOUND I.R. IRON ROD I.P. IRON PIPE CAL CONCRETE MONUMENT N & D NAIL & DISK I" RIGHT-OF-WAY CONC. CONCRETE ELEV. ELEVATION F_O.P. EDGE OF PAVEhIENT (P) PLAT (M) MEASURED (C) CALCULATED 1� CENTERLINE JAMMS A. FOWLER, LAND SURVEYING COMPANY 929-7TII AVENUE - P.O. BOX 1677 VERO BEACH, FLORIDA 32961 PHONE, (407) 562-4744 FAX (407) 562-0963 Srn-�le"� PREPARED FOR: AMERON HOMES SURVEYORS NOTES: 1. Reproductions of this sketch are not valid amlcss aealed with an Embossed Surveyor's Seal. 2. Lands shown bercoa were not abstracted by this office for Rights -of -way, Easements of Record, Ownership, Abandonments, Deed Restrictions, Zoning, Set -Backs, or Murphy Act Deotls, 3. Legal Description shown hereon was provided by the Client and/or their agent. 4. There may be additional restrictions that am not shown on this map which may be found in the PubBc Records, 5, Underground foundations and utilities not located 6. Bearings shown are based cm PLAT o F //OG fo nv P/.vis SID py,nSG a-p. 7. Subject site appears to lie in Flood Zone X based ou F.LRM. Map 1211 1 CO070 F d,� 8-`19-91 9ro W' BOOK PAGE ' //,= Sol DRAWING N4•406,91:1M 13EAAA TO SEAM CONNEC11ON DETAILS SPACING BETWEEN SCREWS CANNOT BE LESS THAN 2" GUSSET THICKNESS MUST BE GREATER OR EQUAL TO WALL THICKNESS BEAMS SHOWN ARE SCALED AS A 2x9 SUB OTHER BEAUS ARE Sf"'"— r: BEAM TOTAL FASTENERS C17F ROTH SIDES 2x4 SMB 14 ea #10 SMS NA NA 2x6 SMB 22 ea #10 SMS NA NA 2x7 SMB 30 ea #10 SMS NA NA 2x8 SMB 34 ea #10 SMS NA NA 2x9 SMB 38 ea #10 SMS NA NA BEAM TOTAL FASTENERS , a7r anTW C1nFS "a' "b" 2x4 SMB 16 e0 #10 SMS 14" 4" 2x6 SMB 24 ea #10 SMS 16" 4" 2x7 SMB 28 ea #10 SMS 16" 6" 2x8 SMB 40 ea 110 SMS 32 ea f12 SMS 20" 20" 6" 6" 2x9 SMB 40 ea /10 SMS 32 ea [12 SMS 20" 20" 6" 6" BEAM TOTAL FASTENERS C17F BOTH SIDES 2x4 SMB 16 ea #10 SMS 14" 5" 2x6 SMB 24 ea #10 SMS 16" 5' 20 SMB 28 ea #10 SMS 20" 5" 2x8 SMB 36 eo //10 SMS 28 ea 1/12 SMS 20" 20' 6" 5" 2x9 SMB 40 eo B10 SMS 32 ea 12 SMS 20 20" 6" 5 i BEAM TOTAL FASTENERS S17F BOTH SIDES a #10 SMS 14" 4" o N 1-0 MS d i 16' 47 a #10 SMS Wli 6" 10 SMS 12 SMS 20"a 26' 6"a �10 SMS o 12 SMS 20" 20" 6' 1 6" 0 o e o l e e e o EXTERIOR GUSSET PLATE DETAIL / e e -7 e e e e o ° 0 e e ° DETAIL Q A 4"x.125" FLAT BAR MAY BE USED INSTEAD OF GUSSET PLATES CALLED OUT WITH AN APPROPRIATE LENGTH TO ACCOUOOAIE THE REQUIRED SCREWS BT61 ® ALUMINUM STRUCTURES MASTER PLAN 28 E �*1 W. © COPYRIGHT AL INC. 1994 4 i WE 72' T SIDE WALL COLUMN TABLE HT R19GEE DR txN MAXIMUM COLUMN HEIGHT IN DECIMAL FEET SCREEN WALLS 13 PSF -SCREEN ROOF 7 PSF WIND LOADS UP TO 120 MPH rf1E 45• T HEIGHT i E iAC646 uxn c SPACING (D) 2X2 PB (F) 2x3 PB (G) 2x3 SB " 2x4 PB M 2x4 SB (0) 2X4 SMB (� 2x8 SMB 0.) 2x7 SMB I IMI 2x8 SMB IN) 2x9 SMB T-O' 9.75 13.00 13.83 18.00 16.50 18.50 X X X X 4'-0' 8.67 11.67 12.50 14.50 14.33 16.67 X X X X 5'-0' 8.00 10.93 11.50 13.00 12.83 15.50 X X X X 8'-0' 7.33 9.83 10.83 11.83 11.67 14.50 19.33 X X X 7'-0' 6.83 9.17 10.17 11.00 10.83 13.67 17.83 19.67 X X 8'-0' 8.33 8.50 9.67 10.33 10.00 12.83 18.67 18.33 X X 9'-0' 8.00 0.00 9.17 ' 9.87 1 9.50 12.00 15.67 17.33 X X EXTERIOR CHAIR RAIL II CONNECTION IN I CHYVI.l411VN VR CHAIR RAIL C❑NNECTI❑NS DETAIL QI AMC WANM 1.f AD IRIS RITFRM •/ 4 INTERIOR CHAIR RAIL 12 CONNECTION "Tom r I Poy ww tIR " S=m ITERIOR CHq R RAIL I3 CONNECTION \Il111._. ALUMINUM LAN ENG REERING,INC.T © COPYRIGHT RUCTURES f AL, INC. P9 4 31 t POST I COLUMN TO CONCRETE DETAILS e� r r Column Only �• 2x2 .093 Angle Each Side �I tx2 Base ATyp.02 Each 110 SMS Each Side Y Minlnum2500 PS SIDE VIEW �I 4 Each 1/47x 1—i/7 #10 SM'. Thru Bottom Plate Into Column �I �I Concrete Anchor 2x3 Hollow Post Beam Each 110 SMS Each Side 2x2 .093 Angle 1/4 Concrete Anchor �1x2 Base Plate Typ. � 1 Notch 1 �I 4 d 2500 P51 Concrete—�� ' ° <. e • e d a e , °. I4ih MAX SPACING V----.�—MAX 24S SPACING _ 247 O/C � FRONT VIEW _ d ALUMINUM STRUCTURES MASTER PLAN ENGUfMG U& © COPYRIGHT AT, INC. 1904 33 SEAM TO COLUMN CONNECTIONS NOTE: 2 • 2 AND I c 2 EDGE MEMBERS MAY BE ROTATED HORIZONTALLY OR VERBCIZLY ;TURES MASTER PLAA COPYRIGHT AL, INC. 1994 BEAM TO COLUMN CONNECTIONS PURLIN TO COLUMN CONNECTIONS r,. 2' SHB z r � eT A,• I q USE 4 110 SMS EACH 1 O SIDE rOR© § POST ALL OTHERS SEE 1 N rASTENER SCHEDULE °1 BEIOv i nN OVERLAP[ ^ BEA. ' !`��1•� DETAIL OB 1 X 2 D.B. INTERNAL SCREWED W/_2 010 1 1/2 SMS RE 2 2' SHOT11 a o j \ O ,( x J USE N� ^ f ASiENER o SCHEDULE O O N 3 TIMES 2 O 1 O GUSSET PLATE _ "IN THICKNESS EQUAL TO BEAR DETAIL B2 FASTENER SCHEDULE POST 52E rAS1ENERS REDUWEO © O 2,- 0 PO 4 /10 SUS EACH SIDE E0 2 . 4 PIT $ /10 SMS EACH SIDE 2 . C SUB 0 /10 SUS.EACH SIDE O QI 2 . @ SUB 10 /10 SUS EACH SIDE KO 0� 2 . 2 SUB 12 /10 SUS EACH SIDE / V 2 . 0 SUB 12 910 Sus EA04 SIDE O 2:Q SUB IT /10 SUS EACH SIDE O� 4 1 X 2 D.B. INTERNAL SCREWED W/ 2 010 1 1/2 SMS � � o Q$ 2' SUB x u 1 Q y USE 4 410 $H$ EACH E u J u SIDE rOR© POST O Np n All OTHERS SEE r ASIENER SCHEOULC >< o BELOW. E ^I i O OVERLAP BEAN DETAIL BI PURLIN NOTCHED TO REC. PURLIN - 0 0 NOTCH POST 1/14' REC. CHANNEL QIO 1 1/2 SMS / p'0 $NS 24' ON CENTER EACH SIDE COLUMN DETAIL O PER SCHEDULE ( ALTERNATE CONNECTION - (2) #I O x 4' SMS ANGLED INTO PURLIN ) NOTES, IX2 OB AND 2X2 Pit CAN BE ROTATED IN ALL CONNECTIONS DETAILS. EXAMPLE1 USING DETAIL (B22 WITH THE TOP 2X2 AND IX2 POSITIONED UPRIGHT AS SHOWN IN DETAIL OB IS OK, USE rA TENER SCHEDULE Or GUSSET PLATE AS INDICATED. ALUMINUM STRUCTURES MASTER PLAN ENGDEMND, DK. © COPYRIGHT Al, INC. 1904 39 oil im a w/ CAGE BRACING DETAILS R06 l WALL BRACING REQUIRED fTA CalCE.10P.RAT T I LB I . i TOP TTRAPS \vAu ,xAmE a ¢gate if u DETAIL 'F• i� \vaLL nAmia SEE R AILS ELw / //I 1- x 2- O.B. Ex?. /RIRUN iCREEN V TYPICAL TOP STRAP BRACING +� vi lM Y004T lLa x1'!VY .miEA»:>a 4n wLvalxAr nATC \ e10 e ANGLE L4 V/a BIO SU6 ven 1 CORNER COLD N r IDN NOTES: CORNER CABLES OR RIGID BRACING SHALL BE USED ON ANY WALL NOT DIRECTLY FASTENED TO THE HOUSE IN ORDER TO RESIST DIAGONAL STRESSES DUE TO WINDLOAD. THESE CABLES SHALL EXTEND DIAGONALLY \ STAINLESS STEEL CABLE MH TNICM SS S/Se• S/9' EYE BOLT CITA V/ DOUBLE WASHER B NUT EACH SIDE ,tine e 3 FROM EACH CORNER. TENSION SHOULD BE ADJUSTED BY THE USE OF TURNBUCKLES. TURNBUCKLES SHALL HAVE LOCKING DEVICE TO PREVENT LOOSENING. THIS STAINLESS STEEL CABLE SHALL BE AT LEAST 1750 POUNDS TEST STRENGTH. THE BOTTOM OF THE CABLE SHALL BE FASTENED TO THE SLAB WITH THREE 114' FASTENINGS OR TWO iIm 5116' FASTENINGS WITH A IM' STRAP. EITHER WALL BRACING OR TOP STRAPS SHALL BE REQUIRED. ai RUCTURES MASTER PLAN © COPYRIGHT At. INC. 1994 x e ANR E f no S s 4511 r O30=ADa/AI -FC) CaU-FT0=R O EFrAOLS 2' v .075 ALMA. ANGLE CLIP _ (1) D EACH BEAMLOCATION- (2)-/10 SAS (4)-112 x 3/4' SINS INTO CUTTER (1' MN. SEPARATION) 2' SUB SEE SPAN CHARTS SEE GUTTER TO FASCIA „' (4)-/12 v 3/4' SMS EACH SIDE DETAILS T e / — #8 9A5 THRU CHANNEL INTO BEAM — J � ° MAX. 45' 2 1/6' v 1 1/2' RED. CHANNEL .062 STRUCTURAL GUTTER OPnONAL BEAM CUT Y x .075 ALUM. ANGLE CUP Zi (1) 0 EACH BEAM LOCAnCN 2' SUB SEE SPAN CHARTS _ (2)-110 RAS 2 . 2 ..093 ARGUE 1x20/T (2)_110 SINS SEE GUTTER TO FASCIA (4)-I10 SMS INTO BEAM ( EACH SIDE) DETAILS ° / ° (2)-412 x 3/4' SMS INTO CUTTER (1' NON. SEPARATION) J e 08 SFAS THRU CHANNEL INTO BEAM MAX. 45' e e STRUCTURAL GUTTER 2 1/8' x 1' REC. CHANNEL .062 OPTIONAL BEAN CUT 2' x '075 ALUM. ANGLE CUP (1) ® EACH BEAM LOCATION 2' SUB SEE SPAN CHARTS _ (2) PD 2 v 2 INTERNALLY FASTENED TO BEAM NIT" (2)-I10 . 1 1/2' sus SEE GUTTER TO FASOA DETAILS / e / (4)-p2 3/4 sus EACH SIDE 4MAX.45' - - - - - - (4)-/12 x 3/4 SM5 INTO GUTTER (1' MIN. SEPARATION) J 2 1/9' x ' TRUC,U GUTTER 1 1/2' REC. CHANNEL .062 2' ..075 ALUM. ANGLE CLIP (I) O EACH BEAN LOCATION 2' STUB SEE SPAN CHARTS DOOR JANB INTERNALLY FASTENEDTO BEAM MATH (2)-j10 x 1 1/2' sus SEE GUTTER TO FASCIA DETALS WCTURIAOL /4 SINS EACH SIDE— MAX.45' — — — — — SMS INTO CUTTER (I' MN. SEPARATION) 1/2' REG CHANNEL .062 NOTE: F . ELL ENGINEERING, INC, DOES NOT WARRANTEE, EITHER EXPRESSLY OR IMPLIED, THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE. B ALUMINUM STRUCTURES MASTER PLAN COPYRIGHT Al, INC. E994 48 i3UTTEER 0 I REF. SIMILAR DETAIL ABOVE FOR TYPICAL NOTES. REF. SIMILAR DETAIL ABOVE FOR TYPICAL NOTES. EXISTIN FRUS`Root �ER FRUS` R Exisnivc TRUSS RROO _'" TER T MAY BE REVERSED USING SAME FASTENER PATTERNS 2. X E D'rnENOTES ORDER OF INSTALLATION PROCEDURES s IMPLIED. WE (STRUCTURAL ME RIIY OFF WEE EXSTING STRUEF CTTURE SSLY OR N IR G SMS (REF. BEAM TO GUTTER DETAILS) ICTURAL GUTTER V X 8" LAG THRU SF FERRULE SHALL BE RII (REF. BEAM TO GUTTER DETAILS) I S) (REF. BEAM T GUTTER DETAILS) 5 STRUCTURAL GUTTER SGF d ALUMINUM STRUCTURES MASTER PLAN 50 NO, © COPYRIGHT AT. INC. 1994 ALUM. OR N ' NN Co Cx 0) 0) NNp CO) N.. 9N�? p.�J fCA Ma m D0 mx m V? m mO MIS W O T W D t0 QI V O) W A W m V O! q A y W V q 0) a q V q cq L W m V% g A W W V 0! q A D 4WNCWWNiWaWWNn 4WdNNWA:Wl 4NfNWWWWaN0 4WWNWNWmaN 4NNWWNW 6NNWAAWAN. bWNNNWNO. oWNWWN. bWNWWW. aNWWW. oNWW bWWNO bNNNWNNNN 4NWNNNNNW 4NWNWNNWN 4NWNNNNWW 4NWNWNNWW 4WWWWWWWW 4NNNWNNWNNa 4NWNWWNNANNW 4NaNANNNWNNV 6NWNWWNNVNNW. 4NmNWNN1N0 bWNVNVN oO+WOWWW o+V+LNWGWWW brW+NNONWNONWO oNONWLWN+LW+.I oN+NrVNNWANNW>N 4W>+aN++adNAaNA 4aWWGWCNWrW 4NWWWVWWW�W+W 4WWNWWVWW�W•W� 4+VVLWVVVWVW+Vt 4W0WNWWWNW+;0D F Z cXVNNN%AN%WNXVi1 zM 0 W W W W W O+ (a W W W N W W W W WV W NNNNNNW A y V W N b m w o O NVLdN a N m> M y N 10 L O O OVA :N. C 0 L! mNG G OZnNyWm NWWWWW WWNNWW NWMWWN LW WW a WWW W! cm. AWWVZN V O WC.- m WWNWW L L WL! i wWNWWW LI C L WWWNNW t, V ldW C NVOW WWW mWNNWWW cZ0OVOT! mO w 0O40 w A0 V l O!m WVVmI oNa0NCA m 0rN; A W !a V V L W � LVLu LL 3V �mr- 3^mVi 'n T yWWWWWA W W W W W p1 01 W CA amD QfOOnm:f N WaW 0 0 O+ L L LI 1. G 0-N0 bb Z. dG W LW V O 9 m r .00NNWWm O NNNWWW Z. iO LI LI NdLI WNWN L 0 W W W W W l N W W WV W OZ yvN m Z ` ' W WWWW WWVwW p NaW 0V WO g.1; .1( N b LdW O bb 1,Nt, L G WVmONA .CCyCAn`GiYbb�z!l c A V OIWWNWN O b? co C WWNWWN OA G N0 WWNNMNWWVa 00ai3 to NC I WWWWAA woo W WWA NW NWW NNNNNW A + VWt0NNWN W 0+ W N A W W W 0 V > 0 i0 0.-L ' i0 NWWWWW 0 GMG NWWWWW m G O m 0NW WWWNWN G L N WWNNoN LI 10 N NWWmWN NWWVWNN r O y W W W A A A co W W W A a N N N W W W N NO NW N .0 W W W O W N a W V O a V W O W W AN V W V W W ? N W W V W MW W 3 m C V LV in V O b NV0 C 0 0 L w d N 0 ONL L a GVV m MW OWN ow W W WW N N WNWWWWW NNNWW W N V m+> 0 N> 0 V O d W V 0 W N W d N V 0 O+ fNJ A �3 V 0 !J LN LI d V O m m V N LI V IJ 0 L) a Ll LN LI W A IJ f0 V > W IV W G N in d d C V V V IN m HL. cn N W W W N W W N N W W MIA W ma N W W N N W N N W W W W W N W W W W W nn - nnn _ nn�r�nnnnnn� ,n.n�: n y� 1)r to y? is lv o y (c•4(v La.vio $.cs(o �f �C�uL �-cl�c-r�i j'• ✓a-� iD� r'�i l M A. Us