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HomeMy WebLinkAboutENGINEERINGCONTRACTOR: The Porch Factor' TC. DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Figure 16 09.3(3), State of Florida Debris Region & Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vor.T =150 MPH, VAso =116 MPH. 3. Exposure Category, Section 1609.4.3: C 4. Screen Enclosure Section 2002.4 Foundation Design New 8" x 8" footing w/(1) 95 Cont. 31" overlap at joints on 3" chairs and poured w/ 2,500 PSI concrete. The foundations are based on a minimum soil bearing. pressure of 1,500 psE Per 6th Edition (2017) Florida Building Code, Residential Volume, Section 401.4.1 presumptive bearing pressures. Soil testing is not required. Specifications The following specifications are applicable to this project: 1. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/-1% - ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. £ Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 2. Aluminum extrusions shall be 6005 T5 Alloy 3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series "400". 4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24" center to center or 912 screws 6" from ends and 12" center to center. 5. All Porch Factory Beam Sections are to be stitched with #12 screws, 6" from ends and 12" center to center. 6. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4501.17 Residential Swimming Barrier requirements. 7. Screen material shall be 18/14 screen. unless approved by Suncoast Aluminum Engineering, LLC. 8. Door location shall be determined by contractor in the field. 9. When installing pavers over concrete slab or footing which are supporting aluminum members, such as continuous screen tracks or upright, the pavers must be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full positive contact with concrete. 10. All flashing and waterproofing shall be provided by the contractor. 11: Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. Roof Beam Type Roof Type: Gable WIND SPEED AND ;"""?SURE HAVE BEEN DETERMINE` NG THE ADVANCED TECHNOLOGY C0iir.\_'iL1S WEBSITE AND GOOGLE EARTH. io `lNUALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBIL[TY OF THE CONTRACTOR OF RECORD 1X2 N 2X3 x \\ 2X2DJ X \ \ CV \\ 2)( \ 6.75PF6 1 j x N N X i 1X2 +F10'-8' 1 I� �okillIIT/11/ THFSE Plw'ANS rN'D ALL "FOPOSF,D �a109TK y � '� �< �,? , 1 \�� � � --- /,� ARE SUI3,JECT RO AN-7 00PIisrF.""016 . s�.� _a `�. o<v; CD REQUIRED D'j I'IEi.,D IFJSRRPTO,18 THAT i s: :t d�: i � �� �'a ► _ � .a `� � RElIirE; 't ~ — NZ CO MAY BE NECESSAi ►Y lid OROFR T(-'I � j DATE � _ _ _ � ' z — ,� ~ O' COW WITH ALL A,5�► UCb,6 �I"ooka, P I �- --- - cJ � � ��•' y ;;yP91'I' PROFESSIONAL SEAL to I I' 23'-6' " k - — — — — — — — — — — — — — — — - - - - - - - 0 I A-3 M-, 2X2 2X2 , k. ,/ 2X2 2X2 m . X p N 'n 0- X cNI i • I 2X2 2X2 • B A-2 H-1 A-3 C A-2 5'-104' # V-104' 5'-104' 5104" St iq 1 i� tx 0 ❑ ui LJ O a a LLI LJ. 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O LLI Co 0m rn JN�V) oC d m I nCL LLi DRAWN BY MW DATE DRAWN 01 /23/18 REVISION SHEET NO: A-1 ALUMINUM MEMBERS DIMENSI HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.046" 2x3: 2"x3"x0.050" 2x4: 2"x4"x0.050" 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS 1x2: I"x2"x0.040" 1x3: 1"x3"x0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2x4 SMB: 2" x 4" x 0.044" x 0. 100" 2 x 5 SUB: 2" x 5" x 0.050" x 0.100" 2 x 6 SUB: 2" x 6" x 0.050" x 0.120" 2x7SMB:.2"xT'x0.05T'x0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2x9 SMB: 2" x 9" x 0.072" x 0. 124" 2 x 10 SUB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW / BUILDEX OR EQUIVALENT PFB: PORCH FACTORY BEAM - MEMBER SIZE EDGE "C" 2X4SMB Yz" 2X5SMB 1" 2X6 - 2X10SMB 1 }Y22' MEMBER SIZE EDGE "C" 3.75 PFB Y2" 5.75 PFB 1 yi 6.75 PFB 1 YZ' EAVE RAIL (SEE A-1 FOR SIZE) INTERNALLY SCREW THRU BEAM W/ (3) #10 x 1 1/2" SMS 1" x FASTEN TO EAVE RAIL W/ #10 x 1 1/2" SMS 6" FROM UPRIGHT & 24" O.C. (1)1/2" DIA. x 21/2" THRU BOLT W/ NYLOCK JAM NUT- IN LIEU OF NYLOCK JAM NUT, JAM NUT W/ THREADLOCKER MAY BE USED INSTALLATION REQUIREMENTS: BOLT IS TO BE INSTALLED AS TO NOT DAMAGE BASE MATERIAL DO NO OVER TIGHTEN. BEAM NOTCHED OVER UPRIGHT (SEE A-1 FOR SIZE) F 1„ ( MIN. I I UPRIGHT i I (SEE A-1 FOR SIZE) i q i i PATENT PENDING UPRIGHT TO BEAM CONNECTION A_n SCALE: NTS 1 /8" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY EA SIDE BRICK PAVERS BONDED TO (1)112" DIA. THRU BOLTw/NYLOCK JAM NUT - IN LIEU OF NYLOCK JAM NUT, JAM NUT W THREADLOCKER MAY BE USED TIGHTEN TO CONTACT- DO NOT OVERTIGHTEN ' 44 • 1 14- MIN CONC d •ANCHOR EMBED - 2111 MIN CON. s a ANCHOR EMBED.' y . a z 5d MIN EDGE DISTANCE FROM SLAB / FOOTING '' A * MIN EXTERIOR OF COLUMN TO SEE PLAN i a a ' i. s OUTSIDE EDGE OF SLAB SIDE VIEW (1) 3/8" DIA. CONCRETE SCREWANCHORS (21/4" CONC. EMBED) j 1" x 2" BASE PLATE BRICK PAVERS ANCHORED TO CONC W/ 1/4' CONCRETE SCREWANCHOR (MIN. 1 1X- CONC. EMBED) W MAX EACH SIDE OF POST • • c • , •a _ AND 24" O.C. MAX a, a SLAB / FOOTING ° SEE PLAN v . FRONT VIEW B UPRIGHT TO CONCRETE W/PAVERS DETAIL A_2 SCALE: NTS 2" x PURLINS ATTACHED TO BEAM w/MIN (4) #10 x 1 1/2" SMS BEAMS NOTE: SEE CALL -OUT BELOW FOR # OF SCREWS. SCREWS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. DO NOT COUNT SCREWS ON DRAWING. #14 SMS @ 1 1/4" O.C. �(16 TOTAL) r-, r3/16" 5052-H32 GUSSET NOTES: 1. GUSSET DIMENSIONS ARE MINIMUM (2) REQ'D - (1) EA SIDE OF BEAM - MAYBE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1 14" C/C SPACING. 3. GUSSET LENGTHS REMAIN CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE. \` ss `• ��/- ��j� 4_ •• / O' Z— .� —14 O = �e��7,.� 1 / Z•' i J` pli{l1111 21/2" x 1/8" x (GIRT OR PURLIN = WIDTH +1f2"xBEAM DEPTH i PROFE)SIONALSEAL C OR UPRIGHT DEPTH -1/E'I m ALUM BACKING PLATE C 6063-T6 ALUMNINUM 0 O Iu ui �. �. (4) #10 x 1 1/2" SMS INTO C Z K CHAIR RAIL MEMBER 1 SCREW BOSSES LL W M z 11 O Q W W W z m J m LL Z Q W —j W �z Qz UPRIGHT/BEAM O u z u Z = m C) W I— LL c= i C 5 U ` LL C PURLIN OR GIRT TO BEAM OR POST DETAIL z A_Z SCALE: NTS z V c C v J w g J J QV z LL H_z'om k Q w �;TT R O W s " rn rn z = Z W Z (9 .111 U _ � N N � ~ o 'c Z p F N W .1O"'. uI-- LL 3 PURLIN 2" x 2" EXTRUSION N • LI I Q __-C • J ♦Or • • 2"x2"x1/8"xWLONGALUM 1 " x 2" x 0.044" OPEN BACK ANGLE EACH SIDE UP UPRIGHT W/ Q J U FASTEN TO EAVE RAIL W/ (2) #12 x 3/4"SMS INTO PURLIN Q J #10 x 1 1/2" SMS SPACED &1 (2) #12 x 3/4" SMS INTO 2" x 2 FROM UPRIGHT & @ 24" O.C. , I (2) #12 x 3/4" SMS INTO UPRIGHT (2) #12 x 3/4" SMS INTO 1" x Z' W z Q 0 0 m F m I= Wv0-1 1 G. In n D_ LL DRAWN BY MW DATE DRAWN 01 /23/18 REVISION L=l F SLOPED PURLIN CONNECTION DETAIL A_2 SCALE: NTS SHEET NO: A-2 { l,_� L 1/8" S.S. CABLE 1 114' x 5 5/8" x 1/8" �_// • 6" WIDE x 0.125"'T' BRACKET @ EACH BEAM ATTACHED TO NOTE: ALUM FLAT BARw 6063-T6 ALUMINUM \1 Q. ,• • "Y / FASCIA W/ 3/8" x 3" LAGS (3 (2) 3/8" DIA x 4" LAG SCREWS FOR SPANS GREATER THAN'A'-0" W/ (2) 3/8" DIA x 2 3/4" •• PER BRACKET) AND (1) 3/8" x 3" EMBEDMENT CONCRETE 1 O• O LAG 24" O.C. AT GUTTER @ (1)318"DIA x4"LAG SCREW ANCHOR (.� .�, 0 Q 1"x T x 0.044" OPEN BACK CONNECTED ALONG GUTTER SCREW INTO EXISTING OVERHANG FRAMING DBL COMPRESSION BRICK PAVERS (� �^ �. t �. �� O' Z _ �— �!: O z W/ #12 3/4" SMS AT OR RAFTER TAIL SLEEVES��A N �� x 12" O.C. BONDED TO y CONCRETE 01 ` ttV O` �\ SLAB/FOOTING PROFESSIONAL SEAL C • • ° SEE PLAN A MATING • • L ELEMENT 1B" S.S. CABLE C CONTRACTOR TO VERIFY 1 1/4" x 5 5/8" x 1/8" BAR LLI LJ c O • 2" x 4" FASCIA - IF LESS ALUM FLAT - U c 1/8"x2"x2"x2"ALUM THAN 2" x 4" FASCIA, 2" x 4' r 6063-T6 ALUMINUM Lu fi • •• ANGLE W/ (4) #14x 2" SMS EACH FLANGE SUB FASCIA SHALL BE 5" SUPER PLACED OVER, LENGTHEN GUTTER a ' �c a' N u u- z Lu EACH SIDE OF BEAM LAG SCREWS TO FULLY ® SLAB/FOOTER w 0 w a!p C PENETRATE SUB FASCIA ° MID DEPTH ccQ m J m IF OTHER FASCIA, ADD 2"x LLJ a f 4"PT FASCIA w/1/2"LAG I BOLTS -1 1/2" INTO TRUSS TAILS - COUNTERSINK d ° z w O w C Q 21/8" x 1 1/B" x .06T (MIN.) FLUSH. WHEN INSTALLING a , :.a 9 G z z FD 'c'S ALUM RECEIVING CHANNEL 1/2" LAG SCREWS. O z u ' z m F W/ MIN. (2) #12 x 3/4" SMS PRE -DRILL w/ 3/8" DRILL TO = Q LLI f LL w PREVENT SPLITTING. i (2) 318"DIA. x 3" EMBED SLAB / FOOTING C CONCRETE SCREWANCHOR SEE PLAN G i � 1 Z GZj GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL H-1 U J i A-3 - SCALE: NTS CABLE CONNECTIONS AT FOUNDATION A-3 SCALE: NTS J Vr a z o$ g m cg Q ; La in W GUSSET PLATE SELF MATING W mm z Q�mv� u I () z ¢ N N m PER ESERIES BEAM z .Li v+ •g'S �^. r^ p N W M v- (9) #14 x 3/4 SMS 4" PURLIN MAX 118" PLATE ON 45" ANGLE I #100x 3" WOOD SCREWS, 6" 6063 T6 ALUMINUM FROM GIRT & @ 12" O.C. r f l CONC: 1/4" DIA. x 3" CONCRETE CONTRACTOR TO INSTALL ' SCREW ANCHOR, 6" (2) #14 x T SMS THRU BRACELu FROM GIRT & @ 24" O.C. INTO BEAM THRU GUSSET • • • • / VI } (4) #10 x 1 1/2"INTO PLATE • / _ _ _ _ _ . SCREW BOSS DETAIL #2 • / p Y p zw -- — ---- Q I EYE BOLT FOR CABLE TENSION • / O J /I ZOcoomo W 0mLp �0) 2" x 2" OR 2" X W HOLLOW ; LI•I C O J I SECTION GIRT CONTRACTOR SHALL RUN I C. m I,- a LL kkWl 114" THRU BOLTTO ATTACH PERIMETER FRAMING BY NYLON WASHER &DRAWN STAINLESS STEEL NUT MW ! DATE DRAWN 1 112" x 5" x 1/8" (4) #12 EA MEMBER O 1 /23/18 REVISION 5052-H32 PLATE DETAIL #1 Qi _ C-i 1X2 TO HOST STRUCTURE DETAIL H-3 ROOF BRACING CONNECTION DETAIL H-2 CABLE CONNECTION AT CORNER © - A-3 SCALE: NTS A -3 /'� SCALE: NTS A-3 SCALE: NTS SHEET NO: A-3- 6 O7 o z Zo z0 3 y 0 z2ZO -♦ x N om:�m O ao•'I"om mp�2ZN a Oom x 6,n 0 L•p A o z zo zo mmD ;il Z 2Z0-x v A0 +mC0Om mAGZ� . ZX 1� zgo o°°=?� Ni omo N -•I cn 5C .'0 ? l o z ;o ; OD a n 0 x 7c A c"2!�r v_Im D?z mp O�tttt v cl y ;oGc oz 0 z x mo Col p I�IVIV y s 2 O m I I I 9A W o Z 00 Z 9 y N 10 mczi13 oa_ coog M;0 z PROJECT ADDRESS: BELSON 7425 BOB O LINK WAY PORT ST LUCIE FL 34986 SA AP N -IO Z<m 00-1m-1 onmoommxw Z-Omzg 0w0•am(A 0 IBmz0s2�z m p =mmimor 9A500c-0>-n m•�m�'o�oe pmmm�.�oaio ooym'8R.u2d M-1Zy 0= mr'm� ym Z C T m m m N O> >or, N zF�d-nT o T0AO8A o n r cO z0 Z omopo a ;O Z-n' .3 M m Z Am m �n m z� � o p59 =j o Z1 y Z D O z 0 m 0 0 I m o ca OR zZ iia .nx2 .,•'•m. al ..F. 4i0 -a C N �I CA 0O � 0 z �J Z m ca y N sl 0096cD ?cD 00_' N Z z w> O'D yC 00;a SaZr,N nm`O -V j N cm ��nn N T ltci��� N A n >�zm mmv czi 9 Fn q;a z m ��� 0;0DE. x 'O Lu SUNCOAST ALUMINUM ENGINEER OF RECORDOf:%kr\ ENGINEERING LLC. fn ✓�O'� 13630 58TH STREET NORTH SUITE 101 THOMAS P. ARNETT, P.E. r ✓j �nn'��FLOR►�P��Gi \\� FL LICENSE NUMBER:46043 F� (727) 532-9000 Ili// 0NA RONALD J. LEDER JR, P.E. s� FLORIDA LICENSE: CA k28841FL LICENSE NUMBER: 68160 ----------------"---...__._.•___........_..�............. .-.......a-a-..u.n .in lnlnnowir_ur Nil I III tit. W.WKIM11l:rll Irv---. ram �ry r..n. ....rnn.. .nr ...... .. �. ....... _....._.. 1 'Lot �25 of Maidstone as 'r corded in Plat Book 43, pages 11, 11A 'throu.gh 1.1•C p;1: thee -Public Records of St. Lucie C ouoty, Florida. 4 "ifatlon Legend 'MOOU SHOWN HEREON NOT 70 SGGE ' P.C. - POINT.DF7Cl1RVAlOIaC �. Pq•'-•PAt,•: •j --�''( •' - TOPICAL . - - :Yr P.R.0 -POINT OFQEVERSg'CURVATIljtE •• �:: P.r= .:N.R:'; - NONiRAOUI 1.E - UIRTIY EASEMIBIT 'L ACTUAL CONC:- ND - NATURAL GROLRLD ;• : - PQWT•OF COMPOUND CI1RVAJUREi • %R RAD:_ r RA6iAL ' E - ORAWAGE EASBIMT CONCRETE - Gt:F. CHIN SO. FT. - SDUAAE FEET y : P.T. - PDX 0t rAtIGF!!CY T• • .. -'RADIUS •• tARC•IENGTH N - INiM11AM AND UTILITY EASEMENT - LINK FENCE wF, W.M. - WATER METER .. PL =POINT AF IyTERSF�CTIdN '- I- - .. F• - FINISHED FLOOR j - WOOD FENCE F.N. - FIRE HYDRANT P.C.P. PERwMp aa. CaNIROL-PONY,.' P.O.L. -pONfyON-TuiH-: • "'F; ''' &- .-IDELTA R.P- ItAbRJS,POWT ^ BUMWO SETBACK LINE ,•' C & 0 - CURB a CUTTER CAN -CABLE IELENSON RISER N Ac'0 - NAIL.MQ DISC BENCH'MARK , . . $,R.M. ,PERMANEAYAIEF&jNCE NOMIMQIT _, _- ` :R/W' - (BQ(i-aF-TVAY• :. B.S - CONCRETE BLOCK STRUCTURE 'P) _ PuT z T -TELEPHONE RISER PVML - PAV U61T Lie♦ T - CHOR BeAfto'" .• .x Q -CENTER IRiE ' .. �E) - t1EASUREO -TRANS -TRANSFORMER PAD -LP. :ti F.B. ` - FIELD BOOK , CONCRf�TE NON :'•• 'P.B.� - PLAT•dOOK t�• EL . - EtLVAT1dlf I . i • ' y rO) - CALCULATED •^ LIGHT POLE P.P. - POWER POLE M.IC•' - MANHOLE • .I' t:: - A/C, AIR D .II}T1.0NER pI�,• ' ENGWEEWG PUN SIDE ALK FND _ FOUND :'REC.-r RECOVERED , .• �. RUNE •`O,PCVE.EGNRETDU P./P.I. - PK N do I 7143 LOT 24 M 'IDSTONE .B..43 10' U.E. Pgs 11,11Pi-11c ► . SCALE :' N.- 89'99'52". E ... - ; 154.92' (P)(M) CO I0 I v 1 CO In 60181 Ow 49' E O 1 3s U O S9 7 �•7 m `a COVcFFO ENI T6' I a.0 W ;y, it, �- FWD,5/6- I.R. ac CAP WTTFt ID87143 (TYP.)„ Survey Notes: 1, 'NOT VAUD'W17HOUT 7HE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A Fl-ORIDA LICENSED SLIRVEyOR AND MAPPER'. 2 BEARINGS SHOWN HEREON ARE BASED ON"7HE NORTH' LINE OF LOT MAIDSTDNE AS RECORDED IN PLAT BDOK 43, PACES 11 THROUGH III; OF THE PUBUO RECORDS OF ST. WC IE .5b6NTX, FL9R0)A AS.QEING N 89591&• E (PER THE PLAT THEREOF)' 3. THE ').EGAL DESCRIPTION' HEREON -WAS: PREPARED BY THE SURVEYdR PER THE CUENIn REiMU . 4. ' THIS( SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN I ABSTRAf�T OR OPIMIXL TI1LJr NO'INSTRUMENIS OF RECORD - OWNERSHIP S. ELEVATIONS BASED ON SITE BENCHMARKS PROVIDED' W BUILDER'AS SET BY OTHERS AS SHOWN ON APPROVED ENGINEERING AS-BLRLTS. CL ELEVATIONS SHOWN HEREON WI7H A '(E)*ARE PROPOSED PER CONSTRUCTION PLANS PREPARED BY OTHERS AND FURNISHED BY 7HE CLIENT. 7. GUIDING TIES SHOWN HEREON ESTABLISHED ON 71HE: FINISHED FOUHON110N A11D EXCLUDE EXTERIOR STUCCO AND BRICK BEYOND 7HE FOUNDATCON. B 'PROPOSED FINISHED FLOORS ARE PER ENGINEERING PLANS PROVIDED BY LBFH.ING, AND DATED O6/18/04. i r� ri hI F .T� s gs;ia� LOT 25 ;: Il RESIDENCE# 7421 '• 1 STORY a9 `' `'-A, z. PROPOSED F.F. - 29.30' ,n F.F. a 29.57' LOT 26 MAIDSTONE PA 43 PyS 11,0A-11C A O DRIVEWAY p n 20.2' o 3 ' r , I o 0 m t2M. N R _DEN ADDRESS #7421 BOB O'LINK WAY Pat St Lucie; Florida 34986 OIIIIiIiAL' LDING SEIBAcM FRONT 2Q',(SiDE LOAD GARAGE) —TOOT- 2 (FRONT LOAD GARAGE) REAR- 3' (VAIN PAIIO/PGOL DECK/ SCREEN) DE- 6' LOT GRADII 0 TYPE: 'B' , Pf tOPOSEO F.F. •Q 29.30' L FF - 29.57' GIi POINT OF ROAD o 27.32' YODEL: ''0 OH7' . • ADDED. W REAR CONG PATIO S/W UNDER CONSTRICIIDN-v I � I LOT 26 MAIDSTONE PA 43 PyS 11,0A-11C A O DRIVEWAY p n 20.2' o 3 ' r , I o 0 m t2M. N R _DEN ADDRESS #7421 BOB O'LINK WAY Pat St Lucie; Florida 34986 OIIIIiIiAL' LDING SEIBAcM FRONT 2Q',(SiDE LOAD GARAGE) —TOOT- 2 (FRONT LOAD GARAGE) REAR- 3' (VAIN PAIIO/PGOL DECK/ SCREEN) DE- 6' LOT GRADII 0 TYPE: 'B' , Pf tOPOSEO F.F. •Q 29.30' L FF - 29.57' GIi POINT OF ROAD o 27.32' YODEL: ''0 OH7' . • ADDED. W REAR CONG PATIO S/W UNDER CONSTRICIIDN-v I � I R _DEN ADDRESS #7421 BOB O'LINK WAY Pat St Lucie; Florida 34986 OIIIIiIiAL' LDING SEIBAcM FRONT 2Q',(SiDE LOAD GARAGE) —TOOT- 2 (FRONT LOAD GARAGE) REAR- 3' (VAIN PAIIO/PGOL DECK/ SCREEN) DE- 6' LOT GRADII 0 TYPE: 'B' , Pf tOPOSEO F.F. •Q 29.30' L FF - 29.57' GIi POINT OF ROAD o 27.32' YODEL: ''0 OH7' . • ADDED. W REAR CONG PATIO S/W UNDER CONSTRICIIDN-v I � I � 10 h H J O 0 IOY0 �1 OD' ' 0 4Ti• E .. ..._._ F i TRt• �cENTERI•INE , PVI.�GP./I+.G k D I 7M MIN. SETBACK REQ.. FRONT N& SIDES _ _ i o CNR SIDES f_ REAR b ZNG. l- CEI TIF/ED TO: - - TE • H. KEVIN WWI vAN Su eyoo Z r- ca Lin • Chl-go Tit D/B/A Villt a Inwranee Company I hereby certify that the attachEd '6t16ARY SURVEY of iha gar TIUe Company heroon-described _ pEopartY is true'ond:careet•to tho'•hmt of my' knbeladge, In(omSatleFl.ald bellef 6 -p:epocr--d" snider my a etlon an October 14, 2005 : I farther cirtlfy, that' thlii-f"' FCDARY SURVEY meats the minbnum teetmtc I ata$danls' l.Yorih Tn rulo. 61917-6 of the Florida Admintat tin code, - - Ralph-�p_q�,jL Pmreaslonal Surveyor and Mapper Florida RegletraUon No. 6O25 Chel-a' We 05-1410V ` Engineers Planners - .. La11d9Cape11<TC%IiteCLS, L: ' : ' .. FWAL ST/RVFr NF 10/17/05 Surveyors Construction Management ,gar 4%ot/OS WNW WestFrrJfon phen9 eerIS. a o m yrw our JIF 3/23/05 StT e4 Sanjor* FL 327a P.O. Box 2804 Sanfw4 FL 32772-2808 PLOT PLAN jw 1/03/05 II Phone:407.3Y2.6W Far407MM0639 . Certlffeate ofAathor7zaBonNo.7Id3